20110410 Ver 4_CAMA Application_20170619

Coastal Management
ENVIRONMENTAL QUALITY
June 15, 2017
TO: Karen Higgins
401 & Buffer Permitting Unit
DWR/Water Quality Permitting
ROY COOPER
Govemor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
oC�C�C�OMG ��
D
JUN 1 9 2017
DEQ -WATER RES UR ES
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 [e-mail]
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA /Dredge & Fill Application Review
Applicant: Bailey & Associates c/o Chris Bailey
Project Location: 202 Summer Rest Rd., adjacent to the AIWW, in Wilmington
New Hanover County
Proposed Project: to expand an existing docking facility, and to construct an
observation platform
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 July 8, 2017. If you have any
questions regarding the proposed project, contact Brooks Surgan at [phone] when
appropriate in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached*"
SIGNED
DATED
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.
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Bailey and Associates, Inc. c/o Chris Bailey
PROJECT NAME: Grand View Community Boating Facility
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
Coordinates- Latitude: 34°13'11.47562"N Longitude: 77°48'51.900003"W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 6/9/2017
Applicant Present — No
5. PROCESSING PROCEDURE: Application Received —1/6/2017 Complete — 6/9/17
Office — Wilmington
6. 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, platforms, gazebos, floating docks, 8 additional
boat slips.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (Coastal Wetlands)
(Shaded)
474 sq. ft.
(B) Non -Vegetated Wetlands
incorporated
O en water
2,092 sq. ft.
(C) Other (Highground) Disposal Site
(D) Total Area Disturbed: 2,566 sq. ft. (0.059 acres)
(E) Primary Nursery Area: No
(F) Water Classification: "SB" Wrightsville Recreational Area Open: No
8. PROJECT SUMMARY: The applicant proposes to expand an existing docking facility and construct an observation
platform adjacent to Motts Creek and the Atlantic Intracoastal Waterway (AIWW).

Bailey and Associates c/o Christopher Bailey -Grand View Community Docking Facility
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 AIWW 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 developed the "Babies Hospital" property located at 7205 Wrightsville
Ave. into the new Grand View mixed use apartments which include 111 residential units through State Permit
No. 87-07. To the southwest, the project is bordered by Wrightsville Beach drawbridge and 150' wide right-of-way
owned by the NC Department of Transportation.
The application states that project site is approximately 0.85 acres or 37,026 sq. ft. with approximately 476 linear feet
(LF) of shoreline frontage and averages 2' 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 is located at the mouth of the creek on the north side. 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 an associated 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 previously 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 alterniora), 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 a 6' by 652' fixed elevated access pier that extends towards the AIWW, which runs parallel to Motts
Creek towards the AIWW. The access pier terminates onto a 6' by 66' 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 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 AIWW north of the US Hwy 74/76.
Wastewater is collected and pumped under the AIWW through segment #I of the NEI to the Cape Fear Public Utility

Bailey and Associates c/o Christopher Bailey- Grand View Community Docking Facility
Page 3
Authority (CFPUA) pump station and ultimately to the CFPUA's Southside Wastewater Treatment Plant.
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 AIWW federal channel and the N.C. Department of
Transportation (NCDOT) 150' right-of-way from the bridge. 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 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 of the 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 12/3 1 /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.
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 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. 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 previous permit
application submitted in 6/2015 was withdrawn by request by the applicant dated received by this office on 2/29/2016.
The current application was submitted on 1/06/17 and an add information letter was sent to the applicant on January 31,
2017. A scoping meeting was held with the applicant and agent at the Wilmington Regional Office (WiRO) on
2/16/17. The applicant responded to the January add information request on 4/12/17 and another additional
information request was sent 4/21/17. The applicant responded on 5/30/17 and minor changes were made to the
application before it was found complete on 6/9/17.

Bailey and Associates c/o Christopher Bailey- Grand View Community Docking Facility
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 AIWW 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 to accommodate 10 vessels and construct an additional
fixed pier and gazebo adjacent to Motts Creek and the Atlantic Intracoastal Waterway (AIWW). The application states
that approximately 93' of the existing access pier would be removed and replaced with a 6' by 58' new fixed pier with
the same alignment towards the AIWW. At the end of the new 6' by 58' fixed elevated pier an access ramp would lead
onto anew 6' by 57' main floating dock extending towards the AIWW with a parallel alignment to the 150' NCDOT
Right -of -Way at an approximate water depth ranging from -2.2' to -7.6' at MLW. The main floating dock would
terminate at the existing floating dock, measuring approximately 66' in length by 6' in width at a water depth of 7.6' at
MLW creating an "L-shaped" configuration towards the north at the existing northern piling. At the northern end of
the 6' by 66' floating dock water depth measures approximately 9.5' at MLW. Based on the application, the existing
force main is located approximately 4.2' directly below the substrate underneath the floating dock. Furthermore, the
application drawings depicts the existing floating dock is currently and would continue to be located partially within the
extension of the access channel to the private docking facility to the north.
The applicant proposes two additional floating docks for boat dockage. One floating dock, measuring 6' by 32', would
be attached approximately 29' from the northern end of the 6' by 66' float at approximately -7.0' water depth at MLW,
and have an east to west orientation. The second floating dock, measuring 6' by 30' with an approximate water depth
range of -3.5' to -7.0' at MLW, would be attached approximately 13' from the west end of the main floating dock and
have a north to south orientation. The applicant proposes a 6' by 6' floating platform at -4.5' water depth at MLW,
located 21' from the west end ofthe main floating dock on the north side ofthe float. An access ramp would lead from
the float landing to a 6' by 8' fixed platform. The 6' by 8' fixed platform would be connected to a 20' by 20' gazebo.
The application states that the new docking facility would accommodate up to 10 permanent slips (See Sheet 5 of 10).
Located approximately 150' from Summer Rest Road an additional access pier, measuring approximately 79' 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 into a fully covered platform, measuring approximately 20' in length by 9' in width, located
over open water (See Sheets 3,4,6 of 10).
10. ANTICIPATED IMPACTS:
The proposed marina docking facility construction would incorporate 2,092 sq. ft. of Estuarine Waters and Public 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 474 sq. ft. of coastal wetlands, vegetated primarily with
Smooth Cordgrass (Spartina alterniora). The application states that the proposed docking facility would accommodate
up to 10 slips for mixed type vessels ranging from 8' to 66' in length. The proposed structures appear to be designed to
avoid the NEI. The application shows the NEI ranges from 2.0' to 4.2' below the substrate/mud within the project area
(Sheets 2-5, and 7 of 10). Water depth in the location of the NEI and proposed floating dock crossing ranges from
approximately -8' to -9' @ 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 maintain a
minimum 19' distance from the existing force main. It also appears that a portion of the new marina docking facility

Bailey and Associates c/o Christopher Bailey- Grand View Community Docking Facility
Page 5
would be located within an easement from the State to the Town of Wrightsville Beach for the existing sewer force
main.
The proposed marina structures would extend approximately 124' into a waterbody, which measures approximately
497' across (AIWW). The proposed platform into Motts Creek would extend approximately 9' into a waterbody
measuring 49' 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 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 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 AIWW. This area of the AIWW can be very congested during
the summer 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.
Submitted by: Brooks R. Surgan Date: 6/14/2017 Office: Wilmington

CAMA Major Permit Application- Project Narrative — revised May 26, 2017
Grand View Community Boating Facility
202 Summer Rest Road
Wilmington, New Hanover County, North Carolina
Grandview Holdings, LLC, Applicant
Land Management Group, Inc. (LMG), Agent
Existing Conditions
Grand View Holdings, LLC, 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. Riparian areas below mean high water are
within the jurisdiction of New Hanover County. The property features riparian access to Mott's
Creek on the northern side of the property and to the AIWW on the eastern side of the property.
There are 476 -linear feet 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 66 -ft long floating dock (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 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 was 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 this 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
Grand View Holdings, LLC is proposing to expand the existing Grand View docking facility to
provide a fixed pier and crabbing dock on Mott's Creek and to expand side -to dockage along the
AIWW to accommodate a total of ten boats. The existing 66' long floating dock will be replaced,
but will be slightly re -aligned (pivoted) on its northern -most piling which will remain in place. Three
new floating dock sections will be added along with a 20' by 20' fixed gazebo. The existing fixed
pier will continue to provide access, and approximately 93' of the pier will be removed for
placement of the floating docks. New structures on the AIWW will include: (1) a 6'x 58' section of
new fixed access pier, (2) a 6' x 52' floating dock, (3) a 6' x 30' floating dock, (4) a 6' x 32' floating
dock, a 20'x 20' fixed gazebo, two ramp platforms and two ramps. The proposed dockage
Grand View Community Boating Facility, Bailey and Associates, Inc.
;_VED
CAMA Major Permit Application, Project Narrative, revised May 26, 2017 =
1 i,' 't j 9 1

structures are located approximately 72' south of the end of the permitted dredged channel serving
the neighboring slips located off Summer Rest Road. Proposed docking structures will not interfere
with boating access to or from those slips located approximately 245' away. In addition, the outer
structures of the Wrightsville Beach public boat ramp are located approximately 328' away across
the AIWW from the proposed (and existing) docking structures and no navigation interference will
occur. A 9' x 20' fixed, covered platform is proposed on Mott's Creek and will be accessed by a
new 6' wide fixed pier extending 79' from the existing fixed pier. The crabbing dock to be located in
the upper reach of Motts Creek will not extend beyond the'/ waterbody distance or occupy the
channel portion of the creek.
The side -to dockage provided by the floating dock system would serve a maximum of ten boats.
Boat sizes are unknown and there are no designated individual slips. It is anticipated that a mix of
recreational boat sizes will occupy the docks. All slips would serve residential units within the
Grand View mixed-use development currently located at 7205 Wrightsville Avenue (New Hanover
County parcel R05714-002-003-000). The residential component of the mixed-use redevelopment
of the former Babies Hospital site contains 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.
Hydrographic surveys were completed by TI Coastal in September 2014 and March 2017 for the
overall project area and are relative to mean low water. Water depths within the docking area
range from -2' to -8' mean low water. No dredging is proposed.
The Northeast Interceptor (NEI) sewer force main was buried within the riparian corridor of this
property prior to the permitting and construction of the existing pier and floating dock. The NEI
serves the Town of Wrightsville Beach and is controlled by the Cape Fear Public Utility Authority.
New structural pilings for the docks have been placed to avoid the surveyed position of the buried
force main by a minimum of 19'. In addition, prior to construction, a field marking of the force main
will be performed by a professional utilities location company to assure separation. A detachment
point has been identified on the existing floating dock which is currently sited over the buried NEI.
This detachment point indicates the point from which the northern end of the dock could be
temporarily moved to allow for vertical maintenance access to the NEI. The applicant is willing to
offer an easement to the Town of Wrightsville Beach to allow access for maintenance and repair of
the existing NEI line in its current location, subject to reasonable terms and conditions.
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 Boating Facility, Bailey and Associates, Inc.
CAMA Major Permit Application, Project Narrative, revised May 26, 2017
2

DCM MP -1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
Business Name
Grand View Holdings, LLC c% 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.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
cwbailey@baileyandassociates. biz
2. AgentlContractor Information
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
ZIP
Email
[e-mail]-, [e-mail]
<Form continues on back>
252-808-2808 :: 1.888-4RCOAST .. ,vww.nccoastaimanagement.net

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
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 , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
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)
SIR
1
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 , 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, Limonium carolinianum, 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 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, 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 NNo
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes NNo ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes NNo ❑NA
National Register listed or eligible property?
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Form DCM MP -1 (Page 3 of 4)
<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.
252.808-2808 .. 1.888-4RCOAST .. www.nccoastalmanagement.net
.� '
t`s
��a..'.' fir. '�v 7`tt w
a.
Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
®Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose is to expand existing docking facilities to improve water access for the Grand View residential community. A
fixed pier and platform would be constructed on Mott's Creek. Existing floating docks on the AIWW would be expanded to
provide additional dockage for boats that may range from 8' to 66' in length. No more than ten boats would be docked at the
facility at any given time. All docks would serve the residential component of the Grand View project located 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 structural pilings for the fixed pier, platforms and floating docks will be done with standard wash-in piling rig.
d.
List all development activities you propose.
Along the AIWW -- Installation of three new floating docks and replacement of one existing floating dock to provide side -to
dockage for boats ranging in size from 8' to 66' maximum number of boats is ten; construction of a fixed 20'x 20' gazebo,
two ramps and three ramp platforms for access. Along Motts Creek-- new 6'x 79' fixed pier and roofed, fixed platform
totaling 9'x 20'. 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? None ❑Sq.Ft or []Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area ❑Yes NNo ❑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 NNo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No HNA
j.
Is there any mitigation proposed? ❑Yes NNo [INA
If yes, attach a mitigation proposal.
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Form DCM MP -1 (Page 4 of 4)
<Form continues on back>
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application than, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (t) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name 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 c/o Mr. Mason Herndon (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 Aa.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal 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 April 11, 2017 Print Name Land Management Group, Inc., agent SLS MoRRiod
Signature ►���
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
®DCM MP -4 Structures Information
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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 FACILITYIMARINA CHARACTERISTICS1
171 This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public-
❑Commercial ❑Public/Government ®Private/Community ❑Yes NNo
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ❑Yes NNo
(ii) Number Please see attached MP -4 supplement
If yes:
(iii) Length Please see attached MP -4 supplement
(ii) Number N/A
(iv) Width Please see attached MP -4 supplement
(iii) Length N/A
(v) Floating ®Yes ❑No
(iv) Width N/A
(v) Floating ❑Yes ❑No
e. (i) Are Platforms included? ®Yes ❑No
f. (i) Are Boatlifts included? ❑Yes NNo
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 NNo
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
10
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
2
❑ Dockage, fuel, and marine supplies
N Dockage ("wet slips") only, number of slips: 10
❑ Dry storage; number of boats:
ElBoat ramp(s). number of boat ramps:
❑ Other, please describe:
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: 8' to 66'
m. (i) Will the facility have tie pilings?
❑Yes NNo
(ii) If yes number of tie pilings?
N/A
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 NNo
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Form DCM MP -4 (Structures, Page 2 of 4)
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: , Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
No treatment for sanitary wastewater will be needed. Bathrooms are available within walking distance at the 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?
Open water docks.
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.
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Form DCM 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
OWL ®None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
N/A
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s).
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheelpile, etc. If a rock groin, use MP --2, Excavation and Fill.) ®This section not applicable
a (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This 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) b. Number
❑Commercial ❑Public/Government ❑Private/Community
c Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL(?AM
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Form DCM MP -4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
20' 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
500' along existing pier to bulkhead on eastern side AIWW
e. (i) Will navigational aids be required as a result of the project?
[]Yes ®No [INA
(ii) If yes, explain what type and how they will be implemented.
N/A
b. Proximity of structure(s) to adjacent docking facilities.
—230' to Blackwell dock to the north
d. Water depth at waterward end of structure at NLW or NWL
Existing depths range from -1.5' MLW to -9' MLW within
proposed dockage area.
8. OTHER ❑This section not applicable
a. Give complete description:
April 11, 2017
Date
Grand View Community Boating Facility
Project Name
Grand View Holdings, LLC
Applicant Name
CAS�A
Applicant Signatur
252-808-2808 :: 9-888-4RCOAST .: www.necoastairreanagement.net revised: 112/27/06

CAMA Major Permit Application
Grand View Community Boating Facility, Wilmington, NC
5/26/2017
MP -4 Supplement
1. Docking Facility/Marina Characteristics
c. Dock(s) and/or Pier(s)
Existing 6' -wide Fixed Access Pier- 598' to remain
Structure
Length(ft)
Width ft
Floating Dock
52
6
Floatin Dock
30
6
Floating Dock
32
6
Floating Dock
66
6
Fixed Pier
58
6
Fixed Pier
79
6
e. Are Platforms Included?
Quantity
Length ft
Width ft
Gazebo
20
20
Platform
8
6
Ramp Platform
6
6
Platform
20
9
New
New
New
Existing Floating Dock to be replaced, same size.
New Pier Section at end of Existing Pier - AIWW
Motts Creek- New Fixed Pier
Fixed Gazebo - AIWW
Fixed Ramp Platform at Gazebo - AIWW
Floating Ramp Platform at Gazebo - AIWW
Motts Creek- 20' x 9' covered
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LAND MANAGEMENT GROUP,—
Environmental
ROUP,—Environmental Consultants
3805 Wrightsville Ave., Suite 15
Wilmington, North Carolina 28403
Telephone: [phone]
Project: CAMA Major Permit Application
Grand View Community Boating Facility
202 Summer Rest Road, Wilmington, NC
Site Location
TO
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Date: Revision Date:
05/09/17
Scale: Job Number:
NTS 02-14-045
McKim and Creed 1 of 10

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59
4
NOTE. INFORMATION SHOWN ON THIS PIAN ISA COMPILATION OF SEVERAL SURVEYS.
1. DEPTH CONTOURS WERE PROVIDED BY TI COASTAL SERVICES INC.
MARCH 31, 2017 SURVEY.
Hodza M Da NC Sbts Plans NAD83
WMksl Dakin: MLN Bswiat Dem
Dde CoBadad by TI Conalron Mmdi 31, 2017 st a n mW represent
mrMaro ttia1tti11M.
2 NORMAL MON WATER FLAGGED BY LAPD MANAGEMENT GROUP, INC.
AND SURVEYED VYTI COASTAL SERVICES INC. SEPTEMBER 18, 2014 SURVEY.
3. WATERWARD EDGE OF MARSH GRASS DIGITIZED BY Ti COASTAL SERVICES INC.
AND LAND MANAGEMENT GROUP INC., WITH 2012 AND 2D10 NC Onehhp PHOTOS.
4. easnNa PIER, SEWER FORCE MAIN LOCATION, AND MA4ER REST ROAD
RIGHT-OF-WAY LOCATIONS PROVIDED BY JOHNNIE J WILLIAM LAND SURVEYING PC
WITH PIER LOCATION ON VMW AND FORCE MAIN LOCATION ON 12NOA7 MW V=S.
S. REMAINING PROPERTY OWK RIES,ADJACENTFEATURESAND--NWWSETBACKS
PROVIDED BY MOM AND CREED FROM AMAY 1, 2014 SURVEY COMPILED FROM
PREVIOUS SL'RvEY8 W TH LmTED FELD WDRK MCKIM AND. CREED MAY 2014 SURVEY
FIELD -LOCATED BULKHEAD ON EASTERN SIDE OF AMIW. - .
REFERENCES PROVIDED BY MCKIM AND CREED INCAMIDE: .
BOUNDARY ITEMS IN BLUE FROM A MAP RECORDED IN ME 24 PG
22 BY SHERWIN D. CRIBS TITLED'MAP OF SURVEY FOR
F? SUMMER -REST ASSOCIATESDATED OCTOBER 1884, AND DEED
BOOK 5031 PAGE 1350.
MGH WATER UNE AND LOW WATER LINE FROM A PIER AS -BUILT SURVEY
FOR BAILEY 6 ASSOCIATES, INC. BY JOHNNY J. WILLIAMS LAND SURVEYING, PC
DATED AUGUST 25,21)(M.
ALL OTHER INFORMATION, MARSH AREA EDGE OF MARSH, PIERS,
DOCKS, FROM VARIOUS MAPS FROM MARITECH DREDGING, LLC
TITLED -BAILEY PROJECT' DATED DECEMBER 15, 2009, AND CGRS
ENTERPRUES. LIC MAP TITLED •CAMA MAJOR PERMIT PLAT' BY
QUIBLE AND ASSOCIATES P.C. DATED DECEMBER 11, 2000.
"Shaded structures are existing.
ti
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k
Legend
MHW
--------- Creek Channel Line
(2008 survey)
Riparian Corridor Limit
MHW and MLW _
(per Deed)
Riparian Corridor Setback — — — — — — —
Normal High Water
— Hw— H►—
00
O
000
(LMG 10/2014)
Buried Sewer Line (NEI) co000
Waterward Edge Marsh
NCDOT ROW
4p4�0
(mapped from aerial)
dd
' t
(Ispu e )
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
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.
/
Project: CAMA Major Permit Application Date: 11/28/2016
LMG Grand View Community Boating Facility Scale:
LAM MANAGEMMGROUP wc 202 Summer Rest Road, Wilmington, NC 1" = 100'
Environmental Consultants
3805 Wrightsville Ave., Suite 15 Title: Drawn By:
VIAimiVon, North Carolina 28403 Existing Conditions LMG
Tnl ---- —�-1lLAG'f —1
05/09/2017
umber:
02-14-045
Figure:
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Legend l✓s
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iti0 rT T°
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Is,
*ed
Bur Sewei Lot ie (NEI)
UTILITIES. ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THIRD
NCDOT ROW PARTIES AND ARE FOR GENERAL REFERENCE PURPOSES ONLY. IT IS THE
(disputed) RESPONSIBILITYOF THE A PROF SSIONAL UTILITY LOCATING COMPANyTOR TO CONTACT LMG
This drawing is a compliation of various surveys and is nota bwhonmentolcortsrkaats
sealed survey or engineered drawing. 3806 WrOtrAle Ave.. SUND 15
For CAMA permitting only. Not for construction. Wgn*gton, Norm Carotin 28403
T.1—h-- ain-dri9_nnnl
NOTE. INFORMATION SHOWN ON THIS PLAN IS A COMPILATION OF SEVERAL SURVEYS.
1. DEPTH CONTOURS WERE PROVIDED BY TI COASTAL SERVICES INC.
MARCH 31, 2017 SURVEY.
Horizontal Daum: NC State Plane NAD83
Vertical Datum: MLW Beaufort Daum
Data collected by TI Coastal on March 31, 2017 shown and represent
conditions at that time.
2. NORMAL HIGH WATER FLAGGED BY LAND MANAGEMENT GROUP, INC.
AND SURVEYED BY TI COASTAL SERVICES INC. SEPTEMBER 18, 2014 SURVEY.
3. WATERWARD EDGE OF MARSH GRASS DIGITIZED BY TI COASTAL SERVICES INC.
AND LAND MANAGEMENT GROUP INC., WITH 2012 AND 2010 NC OneMap PHOTOS.
4. EXISTING PIER, SEWER FORCE MAIN LOCATION, AND SUMMER REST ROAD
RIGHT-OF-WAY LOCATIONS PROVIDED BY JOHNNIE J WILLIAMS LAND SURVEYING PC
WITH PIER LOCATION ON 4120/07 AND FORCE MAIN LOCATION ON 12/10107 and 812015.
5. REMAINING PROPERTY BOUNDARIES, ADJACENT FEATURES AND AIW W SETBACKS
PROVIDED BY MCKIM AND CREED FROM A MAY 1, 2014 SURVEY COMPILED FROM
PREVIOUS SURVEYS WITH LIMITED FIELD WORK MCKIM AND CREED MAY 2014 SURVEY
FIELD -LOCATED BULKHEAD ON EASTERN SIDE OF AIW W.
REFERENCES PROVIDED BY MCKIM AND CREED INCLUDE:
BOUNDARY ITEMS IN BLUE FROM A MAP RECORDED IN MB 24 PG
22 BY SHERWIN D. CRIBS TITLED 'MAP OF SURVEY FOR
SUMMER -REST ASSOCIATES' DATED OCTOBER 1984, AND DEED
BOOK 5031 PAGE 1350.
HIGH WATER UNE AND LOW WATER UNE FROM A PIER AS -BUILT SURVEY
FOR BAILEY 8 ASSOCIATES, INC. BY JOHNNY J. WILLIAMS LAND SURVEYING, PC
DATED AUGUST 25, 2008.
ALL OTHER INFORMATION, MARSH AREA EDGE OF MARSH, PIERS.
DOCKS, FROM VARIOUS MAPS FROM MARITECH DREDGING. LLC
TITLED 'BAILEY PROJECT' DATED DECEMBER 15, 2009, AND CGRS
ENTERPRIZES, LLC MAP TITLED -CAMA MAJOR PERMIT PLAT' BY
QUIBLE AND ASSOCIATES P.C. DATED DECEMBER 11, 2000.
Grand View Community Boating Facility
202 Summer Rest Road, Wilmington, NC
Proposed Dock Expansion
0 30 60 120
Date: Revision Date:
11/28/2016 06/08/2017
Scale: Job Number:
1" = 60' 02-14-045
Drawn By: Figure:
LMG 3 of 10

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Is, \ y\
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MHW and MLW
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(mapped from aerial) 40a(e� o
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Riparian Corridor Limit
Stipp eR/ x
41) O
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NCDOT ROW
(disputed)
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 OWNER/APPLICANT 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.
OTE. INFORMATION SHOWN ON THIS PLAN IS A COMPILATION OF SEVERAL SURVEYS.
. DEPTH CONTOURS WERE PROVIDED BY TI COASTAL SERVICES INC.
LARCH 31, 2017 SURVEY.
Horizontal Datum NC State Pfans NAD83
Vertical Datum: MLW Beaufort Datum
Data collected by TI Coastal on March 31, 2017 shown and represent
conditions at that time.
. NORMAL HIGH WATER FLAGGED BY LAND MANAGEMENT GROUP, INC.
JVD SURVEYED BY TI COASTAL SERVICES INC. SEPTEMBER 18, 2014 SURVEY.
. WATERWARD EDGE OF MARSH GRASS DIGITIZED BY TI COASTAL SERVICES INC.
JVD LAND MANAGEMENT GROUP INC., WTH 2012 AND 2010 NC OneMap PHOTOS.
EXISTING PIER, SEWER FORCE MAIN LOCATION, AND SUMMER REST ROAD
FIGHT -OF -WAY LOCATIONS PROVIDED BY JOHNNIE J WILLIAMS LAND SURVEYING PC
VITH PIER LOCATION ON 420107 AND FORCE MAIN LOCATION ON 12110/07 and 8/2015.
REMAINING PROPERTY BOUNDARIES, ADJACENT FEATURES AND AIWW SETBACKS
'ROVIDED BY MCKIM AND CREED FROM A MAY 1, 2014 SURVEY COMPILED FROM
'REVIOUS SURVEYS VNTH LIMITED FIELD WORK. MCKIM AND CREED MAY 2014 SURVEY
IELO-LOCATED BULKHEAD ON EASTERN SIDE OF AJWW.
REFERENCES PROVIDED BY MCKIM AND CREED INCLUDE:
BOUNDARY ITEMS IN BLUE FROM A MAP RECORDED IN MB 24 PG
22 BY SHERWIN D. CRIBS TITLED "MAP OF SURVEY FOR
SUMMER -REST ASSOCIATES" DATED OCTOBER 1984, AND DEED
BOOK 5031 PAGE 1350.
HIGH WATER LINE AND LOW WATER UNE FROM A PIER AS -BUILT SURVEY
FOR BAILEY 8 ASSOCIATES, INC. BY JOHNNY J. WILLIAMS LAND SURVEYING, PC
DATED AUGUST 25, 2008
ALL OTHER INFORMATION, MARSH AREA EDGE OF MARSH, PIERS,
DOCKS, FROM VARIOUS MAPS FROM MARITECH DREDGING, LLC
TITLED "BAILEY PROJECT" DATED DECEMBER 15, 2009, AND CGRS
ENTERPRIZES, LLC MAP TITLED "CAMA MAJOR PERMIT PLAT" BY
OUIBLE AND ASSOCIATES P.C. DATED DECEMBER 11. 2000.
0 30 60 120
Project: CAMA Major Permit Application Date: Revision Date:
�L1YitT Grand View Community Boating Facility 11/28/2016 05/09/2017
as LAND MAHAGE)yMGROUP tx 202 Summer Rest Road, Wilmin ton, NC Scale: Job Number:
Environmental Consultants g 1 = 60 02-14-045
3805 Wrightsville Ave., Suite 15 Title: Drawn By: Figure:
Wilmington, North Carolina 28403 Proposed Structures - 3/2017 Water Depths LMG 4 of 10

A, A' >4
A. �fik
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AL AL
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,4 �/ .� �� \\ `\ \ 6' wide , t
COQ \\ `\ \`� Floating,
���� \ \ Dock `\`\
O�
6'x 58' Ne \
Fixed Access Pier
16' x 4' �\
Ramp
6' x 52'
` Floating Dock '
16'x 41
3.5
%Q, Ramp N,-- l/ i r
It
4/1 A, �y�j�T 6'x 6' Floatin
Ramp Landing
%O \ ,
�O/� SO h
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF,
UTILITIES. ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THIRD This drawing is a compliation of various surveys and is not a
PARTIES AND ARE FOR GENERAL REFERENCE PURPOSES ONLY. IT IS THE sealed survey or engineered drawing.
RESPONSIBILITY OF THE OWNER/APPLICANT AND/OR CONTRACTOR TO CONTACT For CAMA permitting only. Not for construction.
A PROFESSIONAL UTILITY LOCATING COMPANY.
so 7 �--- etain Piling -
A in Place r
PI "D T4`1
etachment
Point
(
\ +1
'
20' X20'
1 ,
Fixed
Gazebo
NOTE. INFORMATION SHOWN ON THIS PLAN IS A COMPILATION OF SEVERAL SURVEYS.
1. DEPTH CONTOURS WERE PROVIDED BY TI COASTAL SERVICES INC.
MARCH 31, 2017 SURVEY.
Horizontal Datum: NC State Plane NAD83
Vertical Datum: MLW Beaufort Datum
Data collected by TI Coastal on March 31, 2017 shown and represent
conditions at that time.
2. NORMAL HIGH WATER FLAGGED BY LAND MANAGEMENT GROUP, INC.
AND SURVEYED BY TI COASTAL SERVICES INC. SEPTEMBER 18.2014 SURVEY.
3. WATERWARD EDGE OF MARSH GRASS DIGITIZED BY TI COASTAL SERVICES INC.
AND LAND MANAGEMENT GROUP INC., WITH 2012 AND 2010 NC OneMap PHOTOS.
4. EXISTING PIER SEWER FORCE MAIN LOCATION, AND SUMMER REST ROAD
RIGHT-OF-WAY LOCATIONS PROVIDED BY JOHNNIE J WILLIAMS LAND SURVEYING PC
WITH PIER LOCATION ON 4/20+07 AND FORCE MAIN LOCATION ON 12110107 and 612015.
5. REMAINING PROPERTY BOUNDARIES, ADJACENT FEATURES AND AIW W SETBACKS
PROVIDED BY MCKIM AND CREED FROM A MAY 1, 2014 SURVEY COMPILED FROM
PREVIOUS SURVEYS WITH LIMITED FIELD WORK MCKIM AND CREED MAY 2014 SURVEY
FIELD -LOCATED BULKHEAD ON EASTERN SIDE OF AIWW.
REFERENCES PROVIDED BY MCKIM AND CREED INCLUDE:
BOUNDARY ITEMS IN BLUE FROM A MAP RECORDED IN MB 24 PG
22 BY SHERWIN D. CRIBB TITLED *MAP OF SURVEY FOR
SUMMER -REST ASSOCIATES' DATED OCTOBER 1984, AND DEED
BOOK 5031 PAGE 1350.
HIGH WATER LINE AND LOW WATER LINE FROM A PIER AS -BUILT SURVEY
FOR BAILEY & ASSOCIATES, INC. BY JOHNNY J. WILLIAMS LAND SURVEYING, PC
DATED AUGUST 25, 2008.
ALL OTHER INFORMATION, MARSH AREA EDGE OF MARSH, PIERS,
DOCKS, FROM VARIOUS MAPS FROM MARMECH DREDGING, LLC
TITLED 'BAILEY PROJECT" DATED DECEMBER 15, 2009, AND CGRS
ENTERPRIZES, LLC MAP TITLED'CAMA MAJOR PERMIT PLAT BY
OUIBLE AND ASSOCIATES P.C. DATED 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 — — — —
Riparian Corridor Setback — — — — — — —
Buried Sewer Line
NCDOT ROW —
(disputed)
*Shaded structures are proposed.
0 20 40 80
Z

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i
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AL
Ac
20 0
R
AR1+ - Aw \
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF, This drawing COm liation of various surveys UTILITIES. ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THIRD g IS a P and is not a
PARTIES AND ARE FOR GENERAL REFERENCE PURPOSES ONLY IT IS THE sealed survey or engineered drawing.
RESPONSIBILITY OF THE OWNERIAPPLICANT AND/OR CONTRACTOR TO CONTACT For CAMA permitting only. Not for construction.
A PROFESSIONAL UTILITY LOCATING COMPANY.
�& � �&
�LMG
LAND MANAGEMENT GROUP ac
Environmental Consultants
3805 V%tightsville Ave., Suite 15
Wilmington, North Carolina 28403
NOTE INFORMATION SHOWM ON THIS PLAN IS A COMPILATION OF SEVERAL SURVEYS.
1. DEPTH CONTOURS WERE PROVIDED BY TI COASTAL SERVICES INC.
MARCH 31.2017 SURVEY.
HatZmft DsMc NC SWO Plane NAIM
VwWI DaMe MLW BwvW Dd=
Deh cowded by 71 Coulal w March 31. 2M7 91 r and repreesM
aeMtimrs at0uttlme.
2. NORMAL HIGH WATER FLAGGED BY LAND MANAGEMENT GROUP, NC.
AND SURVEYED BY TI COASTAL SERVICES INC. SEPTEMBER 13, 2014 SURVEY.
3. WATERWARID EDGE OF MARSH GRASS DIGITIZED BY TI COASTAL SERVICES INC.
AND LAND MANAGEMENT GROUP INC., %NTH 2012 AND 2010 NC OrI6M8p PHOTOS.
4. E%1SnNG PIER, SEWER FORCE AWN LOCATION, AND SUMMER REST ROAD
R93HT-OF-WAY LOCATIONS PROVIDED BY JOFNME J %%LLVIMS LAID SURVEYING PC
NTH PIER LOCATION ON 4OW7 AND FORCE MAN LOCATION ON 12 IM7 end 52415.
5. REMAINING PROPERTY BOUNDARIES, ADJACENT FEATURES AND AIW W SETBACK$
PROVIDED BY MCKIM-AND CREED FROM A MAY 1, 2014 SURVEY COMPILED FROM
PREVIOUS SURVEYS NTH LIMITED FIELD WORK MCKIM AND CREED MAY 2014 SURVEY
FIELD -LOCATED BULKHEAD ON EASTERN SIDE OF AIW W.
REFERENCES PROVIDED BY MCKN AND CREED INCLUDE
BOUNDARY ITEMS IN BLUE FROM A MAP RECORDED IN MB 24 PG
22 BY SHERNN D. CRIBS TITUED "AAP OF SURVEY FOR
SHIER -REST ASSOCIATES- DATED OCTOBER 1884, AND DEED
BOOK 5031 PAGE 135D.
HIGH WATER UNE AND LOW WATER LINE FROM A PIER AS -BUILT SURVEY
FOR BAILEY b ASSOCIATES, INC. BY JOHNNY J. WI HAMS LAPD SURVEYING, PC
DATED AUGUST 25, 200$.
ALL OTHER INFORMATION, MARSH AREA EDGE OF MARSH, PIERS,
DOCKS, FROM VARIOUS MAPS FROM MARITECH DREDGING, LLC
TITLED "BAILEY PROJECT' DATED DECEMBER 15, 2000, AND CGRS
ENTERPRIMS, LLC MAP TITLED TAW MAJOR PERMIT PLAT- BY
OUBLE AND ASSOCIATES P.C. DATED DECEMBER 11. 2000.
Legend
MHW — — —
(2008 survey)
MHW and MLW --
(per Deed)
Normal High Water --H—
(LMG 10/2014)
Waterward Edge Marsh
(mapped from aerial)
Creek Channel Line — — — —
Riparian Corridor Limit
Riparian Corridor Setback — — — — — — —
Buried Sewer Line
NCDOT ROW
(disputed) *Shaded structures are proposed.
0 15 30 60
Project: CAMA Major Permit Application Date:
11/28/2016
Grand View Community Boating Facility
202 Summer Rest Road, Wilmington, NC Scale: n _
1 30'
Title: Drawn By:
Proposed Dock - Motts Creek LMG
05/09/2017
umber:
02-14-045
Figure:
6of10

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4.0. N- /` _
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3.
3.5'
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♦ 6 4.2 LOW MUD `
♦♦ S INE. (T\YPj
NP9
SO 0
♦ 5�;, S
A/ y
o�c
SQA B ,
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF,
UTILITIES. ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THIRD This drawing is a compliation of various surveys and is not a
PARTIES AND ARE FOR GENERAL REFERENCE PURPOSES ONLY ITIS THE sealed survey or engineered drawing.
RESPONSIBILITY OF THE OWNER/APPLICANT AND/OR CONTRACTOR TO CONTACT For CAMA permitting only. Not for construction.
A PROFESSIONAL UTILITY LOCATING COMPANY.
�LMG
LAND MANAGENZXT GIWVP ere
Envifonmentol Consultants
3805 Wlightsville Ave., Suite 15
Wilmington, North Carolina 28403
NOTE. INFORMATION SHOWN ON THIS PLAN IS A COMPILATION OF SEVERAL SURVEYS.
1. DEPTH CONTOURS WERE PROVIDED BY TI COASTAL SERVICES INC.
MARCH 31, 2617 SURVEY.
Hatlmntal DaLarc NC State PISM NAD63
VaAcel.Dadan: M LW Bsaurat Oatum
Data collected by TI Coral on March 31, 2617 shown and repraeent
oondllionaaa ghat fiM.
2. NORAV L 14GH NATER FLAGGED BY LAID MANAGEMENT GROUP, INC
AND SURVEYED BY TI COASTAL SERVICES INC. SEPTEMBER 16, 2014 SURVEY.
3. VMTERNMRD EDGE OF MARSH GRASS DIGITIZED BY TI COASTAL SERVICES INC.
AND LAPD MANAGEMENT GROUP INC., WITH 2D12 AND 2010 NC Orn A PHOTOS.
4. EMSTING PIER SEVER FORCE MAIN LOCATION AND SUMMER REST ROAD
RIGHT -OF -MY LOCATIONS PROVIDED BY JOHNNIE J VOLUAMS LAND SURVEYING PC
NTH PIER LOCATION ON 4/2607 AND FORCEMAINLOCATION ON 12MO107 and 620/5..
5. REMAINING PROPERTY BOUNDARIES, ADJACENT FEATURES AND AIIAW SETBACKS
PROVIDED BY MCKIM AND CREED FROM A MAY 1, 2014 SURVEY COMPILED FROM
PREVIOUS SURVEYS WTH UNITED FIELD WORK MCKIM AND CREED MAY 2D14 SURVEY
FIELD,LOCATED BULKHEAD ON EASTERN SIDE OF AWMI.
REFERENCES PROVIDED BY MCKIM AND CREED INCLUDE
BOUNDARY ITEMS IN BLUE FROM A MAP RECORDED IN MB 24 PG
22 BY SHERI N D. CR163 TITIED "AAP OF SURVEY FOR
SUMMER -REST ASSOCIATES' DATED OCTOBER 1664, AND DEED
BOOK 5031 PAGE 1350.
HIGH NMTER LINE AND LOW WATER UNE FROM A PIER AS -BUILT SURVEY
FOR BAILEY 6 ASSOCIATES, INC. BY JOHNNY J. WILLIAMS LAND SURVEYING, PC
DATED AUGUST 25, 2006.
ALL OTHER INFORMATION, MARSH AREA EDGE OF MARSH, PIERS,
DOCKS, FROM VARIOUS MAPS FROM MARITECH DREDGING, LLC
TITLED WJLEY PROJECT' DATED DECEMBER 15, 2008, AND CORS
ENTERPRIZES, LLC MAP TITLED "LAMA MAJOR PERMIT PLAT' BY
OLASLE AND ASSOCIATES P.C. DATED DECEMBER 11, 2000.
Legend
MHW — — —
(2008 survey)
MHW and MLW------------
(per Deed)
Normal High Water — .W— .W—
(LMG 10/2014)
Waterward Edge Marsh
(mapped from aerial)
Creek Channel Line — — — —
Riparian Corridor Limit
Riparian Comdor Setback — — — — — — —
Buried Sewer Line
NCDOT ROW
(disputed) *Shaded structures are proposed.
0 15 30 60
iiiii
Project: CAMA Major Permit Application
Grand View Community Boating Facility
202 Summer Rest Road, Wilmington, NC
Title:
Proposed AIWW Dock Expansion - Details
11/28/2016 05/09/2017
Job Number:
11. = 30' 02-14-045
By: Figure:
LMG 7 of 10

Vertical Datum Is NAVD 88.
Water Depths Are Relative To MLW.
Typical Cross Section A
Proposed Structures - AIWW
Piling spacing and depths
per contractor
�LMG
LAND MANAGEMENT GROUP ac
Environmental Consultants
3805 Wrightsville Ave., Suite 15
Wilmington, North Carolina 28403
Al
Approx. Location of NEI (sewer main)
4.1' below bottom per Williams 8/2015 survey.
0 5 10 20
t. CAMA Major Permit Application Date: Revision Date:
Grand View Community Boating Facility 11/28/2016 05/09/2017Scale: Job Number:
202 Summer Rest Road, Wilmington, NC 1" = 10 02-14-045
Proposed Dock Expansion - Cross Section A Drawn By: Figure:
LMG 8 of 10

Typical Cross Section B
Proposed Structures - AIWW
Vertical Datum Is NAVD 88.
Water Depths Are Relative To MLW.
�LMG
CARD MANAGEMENT GROVP me
Environmental Consultants
3805 Wrightsville Ave., suite 15
Wilmington, North Carolina 28403
0 5 10 20
Project: CAMA Major Permit Application Date: Revision Date:
Grand View Community Boating Facility o5�osi2ol�
Scale:Job Number:
202 Summer Rest Road, Wilmington, NC 1" = 10' 02-14-045
Title: Drawn By: Figure:
Proposed Dock Expansion - Cross Section B LMG 9 of 10

Typical Cross Section C
Proposed Structures - Mott's Creek
Gazebo
Waterward Edge
a Waterbody Observed Channe Coastal Marsh
6' Wide Fixed Pier 9 Edge (mapped)
Waterward Edge1
Coastal Marsh --- - - — ----- --- -- ---- —-..__._ - .--- --
(mapped) 6 - --------- - 6
MHW
J _2--- _J
_--_.. Ex: G-rade----
-10
0+00 0+10 0+20 0+30 0+40 0+50 0+60
Piling spacing and depths per contractor.
Waterward edge of marsh to be marked before construction.
Decking to be min. T above ground surface
with marsh grass.
�LMG
LAND MANAGEMENT GROW nc
Environmental Consultants
3805 Wrightsville Ave., Suite 15
Wilmington, North Carolina 28403
0 5 10 20
Project: CAMA Major Permit Application Date: 11/28/2016 Revision Date:
05/09/2017
Grand View Community Boating Facility
Scale: Job Number:
202 Summer Rest Road, Wilmington, NC 1" = 10' 02-14-045
Title: Drawn By: Figure:
Proposed Structures Mott's Creek - Cross Section C LMG 10 of 10