20110410 Ver 2_CAMA Application_20150629

Pat McCrory
Governor
June 25, 2015
MEMORANDUM:
ice
(S? 0116,410
�47iA_ V IQ-
NCDENR
North Carolina Department of Environment and Natural Resource
Karen Higgins
401 & Buffer Permitting Unit
DWR/Water Quality Permitting
Donald R. van der Vaart
Secretary
FROM: Doug Huggett, NC DENR -DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: 252 - 247 -3330
(Courier 11- 12 -09)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: Bailey & Associates, Inc. c/o Chris Bailey
Project Location: 202 Summer Rest Rd., adjacent to Motts Channel and the A/WW, in Wilmington,
New Hanover County
Proposed Project: to expand the existing docking facility for the Grand View Community Marina
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Douq Huqqett at the address above by July 18, 2015. If you have any questions
regarding the proposed project, contact Robb Mairs at (910)796 -7423 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
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: 910 - 395 -3964 Internet: www,nccoastal man aaement,net
An Equal Opportunity 1 Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Bailey and Associates, Inc. c/o Chris Bailey
PROJECT NAME: Grand View Community Marina
2. LOCATION OF PROJECT SITE: 202 Summer Rest Road, adjacent to Motts Creek, and the Atlantic Intracoastal
Waterway, Greenville Sound, in Wilmington, New Hanover County.
Photo'Index - 2006: 22 -7424, I -J, 10 2000: 22 -273, I -J, 10 1995: 22 -255, J, 8
State Plane Coordinates - X: 2358428 Y: 173148
Latitude: 34 °13'11.47562 "N Longitude: 77 °48'51.900003 "W
3. INVESTIGATION TYPE: CAMA and D & F ROVER FILE # - 0- 120614B
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 6/16/2015
Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — 6/9/2015 (completed)
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, gazebos, floating docks, mooring pilings and
excavation of boat basin for up to 17 vessels.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: - [AREA]
DREDGED FILLED OTHER
(Shaded)
(A) Vegetated Wetlands (Coastal Wetlands) 678 sq. ft.
(B) Non - Vegetated Wetlands 6,732 sq. ft. incorporated
(Open water) 2,934 sq. ft.
(C) Other (Highground) Disposal Site 56,628 sq. ft.
(D) Total Area Disturbed: 66,972 sq. ft. ( -1.5 acres)
(E) Primary Nursery Area: No
(F) Water Classification: "SB" Wrightsville Recreational Area Open: No
8. PROJECT SUMMARY: The applicant proposes to expand an existing docking facility adjacent to Motts Creek and
the Atlantic Intracoastal Waterway (AIWW) to accommodate 17 vessels.

Bailey and Associates c/o Christopher Bailey -Grand View Community Marina
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 202 Summer Rest Road (NCSR 1417), across from the old "Babies Hospital" location,
adjacent to Motts Creek, and the Atlantic Intracoastal Waterway (AIWW), Greenville Sound, Wilmington, in New
Hanover County. To locate the site from the Wilmington Regional Office (WiRO) take US Hwy 74/76 towards
Wrightsville Beach just before crossing the drawbridge to Wrightsville Beach. The property is approximately 150 feet
north of the US Highway 74/76 drawbridge to Wrightsville Beach and is directly across the AIWW from the NC
Wildlife Resources Commission (NCWRC) public boat ramp at Wrightsville Beach, approximately 650'east. To locate
the property from Military Cut -Off Road (NC Highwayl7), turn onto Eastwood Road towards Wrightsville Beach.
Travel east approximately 1 mile and the property of interest would be located on the left, just before the drawbridge to
Wrightsville Beach.
The project site is bordered to the north by Motts Creek which functions as the connection to a tidal pond /embayment
on the west side of Summer Rest Road adjacent to the old "Babies Hospital ", which an existing box culvert bridges this
connection for the street. The applicant currently maintains the old "Babies Hospital" property located at 7205
Wrightsville Ave. and is currently in the process of constructing the new Grand View mixed use development to
include 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 feet of
shoreline frontage and averages 5' above normal high water (NHW). The property is peculiar with the majority of the
shoreline of the property bordering Motts Creek. There are existing community and private docking facilities with
associated boat basins to the north of the property along Summer Rest Road (State permits No. 174 -00, No. 165-90 &
No. 241 -89). These facilities connect directly to the AIWW via an access channel at the mouth of Motts Creek. The
boat basins for these docking facilities along with the access channel have been excavated periodically through the
years to maintain adequate water depths. The adjacent docking facility to the north was authorized a boat basin and
access channel to the AIWW through State Permit No. 174 -00, which was issued to the previous property owner (B.
Smith). The final project depth of the authorized access channel is -6.0' at MLW.
The marsh area, between the highground along Summer Rest Road, Motts Creek to the north, and the boat basins to
the north, consists of smooth cordgrass (Spartina alterni,flora), ranging from 40 to 120 feet in width. At the transition
to highground, there is high coastal marsh vegetation, intermixed with spike grass (Distichlis spicata), sea oxeye
(Borrichia frutescens), sea lavender (Limonium, spp.), saltwort (Salicornia, spp.), and salt meadow grass (Spartina
patens). Shrubs including; marsh -elder (Iva frutescens), grounsel -bush (Baccharus halimifolia), and wax myrtle
(Myrica cerifera) complete the transition to the highground.
There is an existing timber bulkhead along the western portion of the property that stabilizes the highground area
adjacent to Summer Rest Road that was authorized under CAMA General Permit No. 51962. Waterward of the timber
bulkhead is an access pier that extends towards the AIWW, which runs parallel to Motts Creek towards the AIWW.
The access pier terminates onto a floating dock via an access ramp that runs parallel to the AIWW. Waterward of the
existing floating dock, approximately 40' south are remnant pilings from an abandoned pier and approximately 85'
waterward of the existing floating dock on the western side is the timber fender system for the AIWW under the
Wrightsville Beach drawbridge. This facility was authorized through State Permit No. 84 -01. There is an existing
wastewater line easement, which is known as the Northeast Interceptor (NEI), which crosses property. The Town of
Wrightsville Beach obtained State Permit No. 106 -78 for the approximately 800 linear foot 14" subaqueous line on July
10, 1978 that is located on the north side of the drawbridge to the Town of Wrightsville Beach. Wastewater is collected
and pumped under the AIWW through segment #1 of the NEI to the Cape Fear Public Utility Authority (CFPUA)
pump station and ultimately to the CFPUA's Southside Wastewater Treatment Plant. There is also telephone lines that
were located on the referenced revised drawings dated 06/26/2001 in State Permit No. 84 -01 application.

Bailey and Associates c/o Christopher Bailey- Grand View Community Marina
Page 3
The existing docking facility was authorized for up to two (2) vessels through State Permit No. 84 -01, which was
originally issued to CGRS Enterprises, LLC on 07/3/2001. The application for State Permit No. 84 -01 depicted that an
approximate 50' section of the authorized access pier and the floating dock in the location of the NEI were designed to
be bolted for removal for required maintenance. The location of the access pier in relation to the NEI was addressed
under condition No. 7 of State Permit No. 84 -01 and referenced revised drawings dated 06/26/2001. The existing
docking facility appears to meet the 80' setback from the USACE AIWW federal channel and the 150' Department of
Transportation (NCDOT) 150' right -of -way from the bridge (See Sheets 1 and 2 of 9 and Project Narrative).
Further, the referenced drawings for State Permit No. 84 -01 indicate that the northern riparian corridor line was
referenced from the centerline of Motts Creek channel. State Permit No. 84 -01 was transferred to Bailey and
Associates, Inc. on 05/04/2006 and last modified on 05/27/2008 for relocation 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 ofthe coastal wetlands boundary and on the southern side ofthe
existing NEI sewer line. The NEI was located in the field on 12/10/2007 by the acting agent at the time of the
modification request. The alignment of the NEI was depicted on the attached drawings for the modification request and
was taken from the survey, and construction of the existing access pier currently spans over the NEI. To date the
authorized partially covered platform has not been constructed. State Permit No. 84 -01 expired on 12/31/2008,
however, State Permit No. 84 -01 was subject to extension by the Session Law 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 Consolidated Ventures Corporation on 11/19/1986 for a docking facility at this
property, which authorized up to ten (10) slips, which included excavation for a boat basin. Permit Condition No. 9 of
State Permit No. 13 -86 addressed the existing sewer line and reads: "The area over the 14 "force main shall not be
excavated unless the applicants can 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, aforementioned. Further, these existing pilings at this
location appear to be present in the review of historical NCDOT1989 aerial photography.
The New Hanover County and the City of Wilmington 2006 Land Use Plan Update classifies adjacent waters as
Conservation, and the adjacent high ground portion of the project area as Resource Protection. The waters ofthe Motts
Creek and Middle Sound are classified S13 (Wrightsville Recreational Area) by the Division of Water Resources. They
are NOT designated as a Primary Nursery Area by the N.C. Division of Marine Fisheries and they are CLOSED to the
harvest of shellfish.
PROPOSED PROJECT:
The applicant proposes to expand an existing docking facility adjacent to Motts Creek and the Atlantic Intracoastal
Waterway (AIWW) to accommodate 17 vessels. The application states that the existing floating dock and a section of
the existing fixed access pier would be removed and also proposes excavation to maintain the depth necessary to
provide safe dockage for additional vessels. As stated, the application indicates that the NEI was located and surveyed
by the applicant; however, only approximately 110 linear feet was located. In addition, the application states that the
dredging limits would maintain an approximately 15' separation from the location of the NEI. An area approximately
160' in length by 90' in width would be mechanically excavated by bucket -to -barge method to a final project depth
from -4.0' at MLW. This would result in the removal of approximately 810 cubic yards of material, which would be
hauled to a privately owned spoil island located approximately 2 miles south ofthe project site at the confluence ofthe
AIWW and Motts Channel (US Army Corps of Engineers ( USACE) Disposal Site No. 0248), which is privately
owned.

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

Bailey and Associates c/o Christopher Bailey- Grand View Community Marina
Page 5
The disposal of the material would impact approximately 56,628 sq. ft. of highground, which would be located onto an
existing spoil island at the confluence of the AIWW and Motts Channel ( USACE Disposal Site No. 0248). The
proposed marina structures would extend approximately 128' into a waterbody, which measures approximately 512'
across (AIWW). The proposed platform into Motts Creek would extend approximately 10' into a waterbody measuring
50' across, which all structures would conform with the 1/4 width. The proposed marina docking facility appears to
meet the required 80' setback from the USACE AIWW federal channel; however, based on the provided drawings, the
southern portion of the proposed marina docking facility encroaches into the Department of Transportation (NCDOT)
150' right -of -way from US HWY 74/76.
The proposed marina docking facility would not encroach into the adjacent 15' riparian corridor setback requirement to
the south of the project. As stated, the referenced drawings to State Permit No. 84 -01 for the existing facility on the
property indicated that the northern riparian corridor line was measured from the centerline of the Motts Creek channel.
The proposed facility would be located outside of the footprint ofthe previously authorized docking facility under State
Permit No. 84 -01. The drawings for State Permit No. 13 -86, which was issued to Consolidated Ventures Corporation
on the same property for a 10 (ten) slip docking facility, did not locate a northern riparian line. Due to the peculiar
shoreline configurations in this area of Motts Creek and the AIWW a traditional perpendicular alignment could not be
achieved for a riparian corridor and associated setback. It appears that the intent of the previously authorized docking
facilities for this property was to prevent structures within the established access channel for the existing docking
facilities along Summer Rest Road and the AIWW. Rules 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. During the busy summer months, this area of the
AIWW can be very congested due to larger vessels sitting idle waiting for the drawbridge to open and boaters trying to
launch and retrieve smaller vessels at the NCWRC public boat ramp located at Wrightsville Beach.
It should be noted that condition 2 to State Permit No. 13 -86 which was issued to Consolidated Ventures Corporation
on the same property for a 10 (ten) slip docking facility, addresses the traditional navigation of this area, which states:
"Traditional navigation to the AIWW from private dockage to the northwest along Summer Rest Road shall not be
impeded by this projector its later use. A fairway of reasonable width in water depths of 4' ML W or greater must be
maintained to comply with the terms of this condition ". As stated, the adjacent docking facility to the north was
authorized a boat basin and access channel to the AIWW through State Permit No. 174 -00, which was issued to the
previous property owner (B. Smith) authorized a final project depth of -6.0' at MLW. Minor increases in turbidity
should be expected during the construction; however no long term adverse impacts are anticipated.
Submitted by: Robb L. Mairs Date: 6/25/2015 Office: Wilmington

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

The existing floating dock along the AIWW and a portion of the existing outer access pier would be
removed. A new floating dock system with platforms would be constructed along the AIWW. New
structures will include the addition of a 117 -Ift floating dock spine; four 24' long floating fingers;
three 30' long floating fingers; a 60 -Ift `T "; a 176 sq.ft. fixed covered platform with a 213 sq. ft. open
deck; and a 256 sq.ft. floating platform. New floating docks will be accessed by a ramp, and pilings
will be installed to secure the floating docks and for boat mooring purposes. A 9'x 14' fixed gazebo
with a 5'x 20' deck is proposed on Motts Creek and would be accessed by a new fixed pier
extending 73' from the existing fixed pier.
The sewer line for the Town of Wrightsville Beach is buried within the riparian corridor of this
property. The piling and dredging plans have been designed to avoid the surveyed position of the
buried force main by a minimum of 12 ft. In addition, prior to construction, a field marking of the
force main will be performed by a professional utilities location company to assure this separation.
A hydrographic survey was completed by TI Coastal in September 2014. Depths from a February
2007 Gahagan & Bryant survey, as shown on a February 2009 Maritech Dredging, LLC plan used
in a previous CAMA application, are included for the southern -most portion of the riparian corridor.
Water depths within the project area near the AIWW currently range between -0.75' MLW to -9'
MLW. Dredging to 4 MLW is proposed only along the western half of the proposed floating dock
system where current depths are 4 MLW or less. The dredging area is designed to remain 10'
from the surveyed outer edge of the coastal wetlands. The dredge area would total 6,732 sq.ft.,
and the dredge volume is anticipated to be approximately 810 cy. The applicant proposes to use a
bucket -to -barge operation and dispose of the material on an existing spoil disposal site owned by
Shore Acres, Inc. and located on the AIWW approximately 0.5 mile south of the project area.
Permission for the use of this disposal site has been requested and a copy of that approval is
enclosed.
No fuel or maintenance services would be provided, and no overnight or live- aboards would be
allowed by the rental agreement and /or community rules and restrictions. Seapath Yacht Club
provides a pump -out and is located on Harbor Island (Wrightsville Beach) less than 1 mile by water
from the project site.
As a result of our 11/5/14 scoping meeting and our 3/26/15 pre - application meeting, we are
providing an update on two items:
1. On 11/14/14, a request (copy enclosed) was made to the Town of Wrightsville Beach for a
recorded copy of the "Easement" between the State of North Carolina and the Town or in lieu of
such, the recording information from the New Hanover County Register of Deeds Office along with
other maps, surveys and other information relating to the "Easement ". As of today, there has been
no response to this public records request.
2. DCM staff has requested that the proposed dock system along the AIWW be moved
northward to avoid what was believed to be the northern NC Department of Transportation right -of-
way line across the AIWW as originally portrayed on the plan drawings for the project used by Land
Management Group. In order to verify the presence and accurate extent of a right -of -way over the
water, a request to NCDOT was made for documentation. At present, we have received various
Grand View Community Marina, Bailey and Associates, Inc. RECEIVED
CAMA Major Permit Application, Project Narrative, June 8, 2015 DCM WILMINGTON, NC
2
JUN 0 9 2015

materials from NCDOT, however the applicant believes none of the materials accurately depict or
prove that an easement or right -of -way exists over the AIWW. The applicant is of the opinion at this
time that such an easement or right -of -way does not exist and we are presenting the proposed
dock system as planned, with the earlier portrayed right -of -way line over the AIWW labeled as
"Disputed" and anticipate NCDOT further review during the normal course of the permit application
review process.
Grand View Community Marina, Bailey and Associates, Inc.
CAMA Major Permit Application, Project Narrative, June 8, 2015
3
RECEIVED
DGM WILMINGTON, NC
JUN 0 9 2015

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LAND MANAGEMENT GROUP INC
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3805 Wrightsville Ave, Suite 15
Wilmington, North Carolina 28403
Telephone 910 - 452 -0001
Project CAMA Major Permit Application
Grand View Community Marina
202 Summer Rest Road, Wilmington, NC
Title:
Site Location
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RECEIVED
DCM WILMINGTON, NC
JUN 0 9 2015
Date Revision Date:
5/4/2015
Scale: Job Number:
NITS 02 -14 -045
Drawn By: Figure:
McKim and Creed 1 of 9

1. Primary Applicant/ Landowner Information
Business Name
Bailey And Associates, Inc.
Applicant 1: First Name MI
c/o Mr. Chris
Applicant 2: First Name MI
Project Name (if applicable)
Grand View Community Marina
Last Name
Bailey
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box
P.O. Box 400
ZIP Country Phone No.
28541 USA 910 - 346 - 8443 ext
Street Address (if different from above) I City
Email
cwbailey @baileyandassociates.biz
2, i4gent/Contracfor Information
Business Name
Land Management Group, Inc
Agent/ Contractor 1. First Name MI
Steve
Agent/ Contractor 2: First Name MI
Laura
Mailing Address
3805 Wrightsville Ave., Suite 15
Last Name
Morrison
Last Name
Stasavich
PO Box
ZIP Phone No. 1
28403 910 - 452 - 0001 ext
FAX No. Contractor #
910 452 0060
Street Address (if different from above) ( City
Email
smorrison@lmg roup. net,- Itasavich @lmgroup.net
RECEIVED
<Form continues on back> I)CM WILMINGTON, NC
JUN o 9 2015
City State
Jacksonville NC
FAX No.
910 - 346 - 8637
State I ZIP
City
Wilmington
Phone No. 2
State
State
NC
ext.
ZIP

Form DCM MP -1 (Page 2 of 5)
3. Project Location
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 rental 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?
CAiit rE,►2
c. Is the water body identified in (b) above, natural or manmade?
®Natural ❑Manmade ❑Unknown
e. Is proposed work within city limits or planning jurisdiction?
®Yes ❑No
b. Name of body of water nearest to proposed project
Atlantic Intracoastal Waterway and Motts Creek
d. Name the closest major water body to the proposed project site.
AIWW
f. If applicable, list the planning jurisdiction or city limit the proposed
work falls within.
City of Wilmington (above MHW) and New Hanover County
(below MHW)
4. =Site D'e`scription _ _
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 Morelia cerifera.
f. Man -made features and uses now on tract
Approximately 127 Ift of bulkhead; 6'x 652' fixed access pier; ramp; 6'x 66' floating dock providing two boat slips.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Adjacent uses to the north are residential. Adjacent uses to the west, along Wrightsville Ave, are largely commercial.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
City of Wilmington zones upland as 0&1 -1 (Office and (Attach zoning compliance certificate, if applicable)
Institutional 1). New Hanover County zones area below ®Yes ❑No ❑NA
MHW as B -1 Business (GIS data).
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®NOPPOC E lI V E D
National Register listed or eligible property?
?lf':41A 1/III i1,9i1\1PZT(li`\l i\Il ".
JUN o 9 2015
252 - 808 -28 08 :: 1- 888- 4RC®AS4 :: www.vncooaetaI management. not

Form DCM MP -1 (Page 3 of 5)
<Form continues on next page>
m. (i) Are there wetlands on the site?
(ii) Are there coastal wetlands on the site?
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
(Attach documentation, if available)
APPLICATION for
Major Development Permit
®Yes ❑No
O
il ■m
®Yes ❑No
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 Gnpacts
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.
Purpose is to expand docking facilities to provide 14 boat slips 24' to 30' in size, one slip 16' in size and two transient slips.
All boat slips would serve the Grand View apartment rental community currently under construction at 7205 Wrightsville
Avenue. Slips would be available for use by residents of the residential units within the mixed -use development and would
be used for recreational boating.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Installation of new floating docks and mooring pilings would be done with standard wash -in piling rig. Proposed dredging
would be "bucket to barge" with material dewatered on the barge before placement in an approved spoil disposal area.
d. List all development activities you propose.
Along AIWW- construction of new floating dock and 7 finger piers to provide 14 boat slips 24' to 30' in size, one slip 16' in
size, and two transient slips. Construction of two platforms. One floating platform serving as a kayak/wave runner launch
area. One fixed platform, partially roofed. Dredging within 6,732 sq.ft. of public trust bottom to final depth of -4' MLW.
Majority of existing fixed pier to remain. Along Motts Creek- new fixed pier and partially roofed fixed platform. No upland
development is proposed.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? No upland disturbance, Dredging
below NHW — 6,732
Sq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established use of? (WbaT ?_0W'ISPOTED)
h. Describe location and type of existing and proposed discharges to waters of the state.
No direct discharges to waters of the state are proposed.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes ❑No EIRIE C; E I V E D
DCM WILMINGTON, NC
.SUN U 9 2015
252- 808 -2808 .. 1- 888 -4RCO AST ., www.nccoasitaimanagement.net

Form DCM MP -1 (Page 4 of 5)
<Form continues on back>
APPLICATION for
Major Development Permit
6. Additional Information ,
In addition to this completed application form, (MP -1) the following items below, if applicable, must be'submittedin order fo�:the application
padkage,to be complete. Items (a) — (0 are .always applicable to any major development application. Please_ co_ nsult 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. Surnmer :Rest Rd. to;the north) r- - Phone t�o,'
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 Phorie 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.,
11119/86.
CAMA Permit No. 84 -01, CGRS Enterprises, LLC, 7/3/01.
Modification on 5/27108.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N C.G.S. 113A 1 -10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7.' Certification and Permission td Enter-6 n Lard
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow -up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date June 8, 2015 Print Name Land Management Group, Inc., agent
Signature ✓"�-- (-,"AlT)
Please indicate application attachments pertaining to your proposed project. RECEIVED
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culv rts'
❑DCM MP -3 Upland Development g �d`' WILMINGTON, �
JUN 0 9 2015
252 -808 -2808 .. 1- 888- 4RCOAST .. www.nccoas>taImanagement.net

Form DCM MP -2
EXCAVATION L
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and /or fill activities. All values should be given in feet.
Access
Other
Channel Canal Boat Basin
(NLW or
Boat Ramp Rock Groin Rock
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 6,732 sq.ft.
N/A N/A
N/A
N/A
Avg. Existing N/A N/A -0.75' MLW
N/A NA NA
N/A
Depth
Final Project N/A N/A -4' MLW
N/A NA NA
N/A
Depth
1. ' EXCA VATI0N
❑This section
not applicable
a. Amount of material to be excavated from below NHW or NWL in b.
Type of material to be excavated.
cubic yards.
Bottom sediments of AIWW; grain size anticipated to be
Approximately 810 cy (using 2007 and 2014 survey depths)
primarily sand.
c. (i) Does the area to be excavated include coastal wetlands /marsh d.
High - ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
None.
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
OWL ®None
(ii) Describe the purpose of disposal in these areas -
N/A
❑This section not applicable
b. Dimensions of disposal area.
Area within Shore Acres Co. parcel R06300- 002 - 003 -000
of approx. 0.3- acres.
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
Anticipate future requests for use of same disposal
area.
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?
N/A
252 - 808 -26 06 :: 1.888- 4RCOAST :: www.ncc®astalmanagement.not
RECEIVED
DCM WILMINGTON, NC
JUN 0 q 2015
revised: 12/26/06

Form BC H MP-2 (Excavation and F199, Paige 2 of 3)
3. SHORELINE STABILIZATION
- '(If development is a wood groin, use NIP -4 - Structures)
a. Type of shoreline stabilization:
❑Bulkhead ❑ Riprap ❑Breakwater /Sill ❑Other: _
c. Average distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater /Sill Other
i. Source of fill material.
4. OTHER
FILL-ACTIVITIES :::
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No ❑NA
If yes,
(h) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
® This section not applicable
b. Length.
Width:
d. Maximum distance waterward of NHW or NWL: .
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes [—]No RNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
ZThis section -not,app licable` ;
b. (i) Will fill material be placed in 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 the fill in these areas:
5. `:GENERAL =
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g , dragline,
controlled? backhoe, or hydraulic dredge)?
No excavation or fill is proposed above MHW or NHW. Bucket to barge excavation, small excavator:
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
❑Yes ®No ❑NA site? []Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
N/A environmental impacts.
No fringing wetlands will be impacted at spoil disposal site -
existing access path available.
June 8,.2015 Project Name
Date. �:'
Grarid:View Community Marina ..
Bailey and Associates, Inc. MM"' UILMiNGTON, iVC_-
Applicant Name
JUN 0 9 2015'
252 - 808 -28 08 :: 1->i 88- 4RC0A57 :: www.nccoastaimanaqement.net revised: 12/26/ 06

Form BC H MP -2 (Excavation and Figg, Page 3 of 3)
Applicant Signature
RECEIVED
DCM WILMINGTON, ON, NC
JUN 0 9 2015
252 -808 -2808 :: 1- 888- 4RCOAST www.nccoastagman2-Qement.net an2-aea ent.net trevised: 12126/06

Form DCM MP -4
(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.
J.' DOCKING FACILITY /MARINA CHARACTERISTICS ❑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 ®No
c. (i) Dock(s) and /or pier(s)
(ii) Number
Please see attached MP -4 suDDlement
(iii) Length
Please see attached MP -4 suDDlement
(iv) Width
Please see attached MP -4 supplement
(v) Floating
®Yes [-]No
e. (i) Are Platforms included? ®Yes ❑No
If yes -
(ii) Number Please see attached MP -4 supplement
(iii) Length Please see attached MP -4 suDDlement
(iv) Width Please see attached MP-4 supplement
(v) Floating ®Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g (i) Number of slips proposed
17 (with 2 beino transient)
(ii) Number of slips existing
2
i. Check the proposed type of siting
❑ Land cut and access channel
®Open water; dredging for basin and /or channel
[]Open water, no dredging required
❑Other, please describe:
k Typical boat length: 16' to 30'
m. (i) Will the facility have tie pilings?
®Yes ❑No
(ii) If yes number of tie pilings?
14
d. (i) Are Finger Piers included? ®Yes ❑No
If yes:
(ii) Number
Please see attached MP -4 supplement
(iii) Length
Please see attached MP -4 supplement
(iv) Width
Please see attached MP -4 suDDlement
(v) Floating
®Yes ❑No
f. (i) Are Boatlifts
included? ❑Yes ®No
If yes:
(ii) Number
N/A
(iii) Length
N/A
(iv) Width
N/A
h. Check all the types of services to be provided.
❑ Full service, including travel lift and /or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage ( "wet slips ") only, number of slips: 14
❑ Dry storage; number of boats
❑ Boat ramp(s), number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
mixed vessel tvpes
I. (1) Will the facility be open to the general public?
❑Yes ®No
RECEIVED
DCM WILMINGTON, NC
JUN 0 9 201-5
252 - 808 -28 0e :" 1- 888- 4111COASi :: www.ncc©as2aimznag9m9 at.net revilsed: 12/27/06

FOTM 0C M RU-4 (Stractures, Page 2 of 4)
2. DOCKING FACILI MM/ARINA OPERATIONS ❑This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: ; Location.
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
No treatment for sanitary wastewater will be needed. Bathrooms are available within walking distance at associated residential
units, and facility will have a no overboard discharge policy. Pumpout is available at Seapath Yacht Club located on Harbor
Island, Wrightsville Beach, approximately 0.9 miles via boat from the site.
c. Describe the disposal of solid waste, fish offal and trash.
Trash cans will be located on the upland portion of the property near Summer Rest Road.
d. How will overboard discharge of sewage from boats be controlled?
A no overboard discharge policy will be enforced through the slip rental agreement and /or community rules and restrictions.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed
1- on proposed floating dock.
(i) Give the location and number of " Pumpout Available' signs proposed.
One sign indicating nearest public pumpout ( Seapath Yacht Club) will be posted on the fixed access pier.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
No maintenance or fueling services will be offered.
g. Where will residue from vessel maintenance be disposed of?
No maintenance services will be offered or allowed.
h• Give the number of channel markers and "No Wake" signs proposed None
i Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality.
No fuel services are proposed.
j. What will be the marina policy on overnight and live- aboard dockage?
No overnight or live - aboards will be allowed and will be enforced through rental agreement and /or community rules and
restrictions.
k. Describe design measures that promote boat basin flushing?
Proposed dredging will be in open water to a depth of -4' MLW which will not exceed depths within the connecting 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
�. �...
i.11,,vt YYi lVIIIV U) ON, NC
JUN 0 9 2015
252 -5 08-2805 ;: 1- 888- 4RC0A3T :: Qnrww.nccosistadmanagement.net revised: 12/27106

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 I
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private /Community
(i) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. if a rock g`ioin;' use MP -2, Excavation and Fill.) ®This section nofapplicable
a (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.)'
[E 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.
a. Is the structure(s):
❑Commercial ❑Public/Government ®Private /Community
C Distance to be placed beyond shoreline Tie piles range from
approximately 29' to 120' from waterward edoe of
marsh.
Note This should be measured from marsh edge, if present.
e. Arc of the swing N/A
7. GENERAL
E3 This section not applicable
b. Number 14
d. Description of buoy (color, inscription, size, anchor, etc.)
No bouys- tie pilings within slips #1 through #14.
RECEIVED
ACM WILMINGTON; NC
JUN 0 9 2015
252- 808 -28 08 :: 1- i888- 4RCOAST :: vvvrrw.riccoas'taigma nacre ne nit.rieit revised: 12127/06

. FOTM BCH MP=4 (Stir ctures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
15' to the southern riparian corridor limit;
164' to northern riparian corrdior limit
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
508' alono existing pier to bulkhead on eastern side AIWW
e (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
N/A
8. OTHER
a Give complete description:
June'8, 2015
Date
Grand View Community Marina .
Pr9ject:Nar6e
Bailey and Associates, Inc.
Applicant Name
-
Applicant'Sigriature
b. Proximity of structure(s) to adjacent docking facilities.
—144' to Blackwell dock to the north
d. Water depth at waterward end of structure at NLW or NWL
Existino depths range from -0.75' MLW to -11' MLW within
proposed slips.
[I This section not applicable,
RECEIVED
DCM WILMINGTON, NC
JUN 0 9 2015
252-808-2808 ;: - 88- 4f33COAST ;: wwens.necsnnstagminz Mme- gt.net revised: 12/27106

CAMA Major Permit Application
Grand View Community Marina, Wilmington, NC
MP-4 Supplement
1. Docking Facility/Marina Characteristics
c. Dock(s) and /or Pier(s)
Existing Fixed Access Pier 540'x 6' to remain with 20'x 6'
angled pier extension to be added.
All other existing docks to be removed.
Proposed docks and fingers as listed in tables below.
Structure Length (ft) Width (ft)
Floating Dock 116 6 floating dock spine
Floating Dock 60 6 floating "t"
Fixed Pier 73 6 fixed pier (Molts Creek)
d. Are Finger Piers Included?
Quantity Length (ft) Width (ft)
3 30 3.5 floating
4 23 3.5 floating
e. Are Platforms Included?
Quantity Length (ft) Width (ft)
Platform irregular shape 176 sq.ft. gazebo and 213 sq.ft. open deck
Floating Dock 16 16 floating
Platform 20 14 Motts Creek- 20' x9' gazebo and 20'x 5' open deck
RECEIVED
DCM WILMINGTON, NC
JUN 0 9 2015

59 R�
OQ,D
K R
gES
.,9
MHW
(2008 survey)
MHW and MLW
(per Deed)
Normal High Water
(LMG 10/2014)
Waterward Edge Marsh
(mapped from aerial)
\I
-
lI-
-
__�_
t`II � I
/ I \
-1, wlx \\ `\ \ i f /
/°
.P�� a \\ 1't'�4 `• 1 \ \ \� one 1 — 2� //;
eN oN Q /'
\ 4—
Y
/
eo.
\ o
tA,NCCF : SCG sTb ^•'ry
� 75 O ��
q�R,7k� 'yC n, ��
Legend
-- __ - -__— Creek Channel Line el���
° a °
Riparian Corridor Limit P� °��`
Riparian Corridor Setback — — — — — — —
HW — HW —
Buried Sewer Line
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 compilation of various surveys and is not a
sealed survey or engineered drawing.
For CAMA permitting only. Not for construction
LMG
LAND MANAGEMENT GROUP INC
Environmental Consultants
° 3805 Wrightsville Ave , Suite 15
Wilmington, North Carolina 28403
Teleohone 910 -452 -0001
Project
NOTE INFORMATION SHOWN ON THIS PLAN IS A COMPILATION OF SEVERAL SURVEYS
1 DEPTH CONTOURS WERE PROVIDED BY TI COASTAL SERVICES INC
SEPTEMBER 18, 2014 SURVEY
Horizontal Datum NC State Plane NAD83
Vertical Datum MLW Beaufort Datum
Data collected by TI Coastal on September 15, 2014 shown and represent
conditions at that time.
Soundings Indicate conditions at the nine of survey and are subject to change
2 SPOT DEPTHS ALONG SOUTHERN PROJECT EDGE BY GAHAGN & BRYANT 2 -19 -2007,
TAKEN FROM MARITECH DREDGING LLC 2 -16 -2009 PLAN DEPTHS ARE RELATIVE TO NGVD29
MEAN LOW WATER IS -1 54 FT CONTOUR RELATIVE TO NGVD29
3 NORMAL HIGH WATER FLAGGED BY LAND MANAGEMENT GROUP, INC.
AND SURVEYED BY TI COASTAL SERVICES INC SEPTEMBER 18, 2014 SURVEY
4 WATERWARD EDGE OF MARSH GRASS DIGITIZED BY TI COASTAL SERVICES INC
AND LAND MANAGEMENT GROUP INC, WITH 2012 AND 2010 NC OneMap PHOTOS
5 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 4120107 AND FORCE MAIN LOCATION ON 12/10/07
6 REMAINING PROPERTY BOUNDARIES, ADJACENT FEATURES AND Alm SETBACKS
d� PROVIDED BY MCKIM AND CREED FROM A MAY 1, 2014 SURVEY COMPILED FROM
PREVIOUS SURVEYS WITH LIMITED FIELDWORK MCKIM AND CREED MAY 2014 SURVEY
f �
FIELD - LOCATED BULKHEAD ON EASTERN SIDE OF AIW W
�Mw
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 BYJOHNNY 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
OUI BILE AND ASSOCIATES P C DATED DECEMBER 11, 2000
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ACM WILMINGTON, NC
0J \ \
JUN 0 9 2015
0 50 100 200
CAMA Major Permit Application Date. Revision Date.
� pp s/s/so�s
Grand View Community Marina Scale: Job Number.
202 Summer Rest Road, Wilmington, NC 1" = 1001 02 -14 -045
Title: _ _ _
Existing Conditions Drawn By Figure:
LMG 2 of 9

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fto
ER NOTE INFORMATION SHOWN ON THIS PLAN IS A COMPILATION OF SEVERAL SURVEYS
-
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1 DEPTH CONTOURS WERE PROVIDED BY TI COASTAL SERVICES INC
10 \ SEPTEMBER 18, 2014 SURVEY
1p11 \ c� \ - O - Horizontal Datum NC State Plane NAD83
R - OTT,S ` Verbcal Datum MLW Beaufort Datum
S _ ------ Data collected by TI Coastal on September 15, 2014 shown and represent
�F conditions at that time.
Soundings indicate conditions at the time of survey and are subject to change
J' 2 SPOT DEPTHS ALONG SOUTHERN PROJECT EDGE BY GAHAGN & BRYANT 2 -19 -2007,
TAKEN FROM MARITECH DREDGING LLC 2 -16 -2009 PLAN DEPTHS ARE RELATIVE TO NGVD29
MEAN LOW WATER IS-1 54 FT CONTOUR RELATIVE TO NGVD29
3 NORMAL HIGH WATER FLAGGED BY LAND MANAGEMENT GROUP, INC
i •'q. tiL•�S AND SURVEYED BY TI COASTAL SERVICES INC SEPTEMBER 18, 2014 SURVEY
'Wy``' +1yy, OTGpyOr,,j.0 4 WATERWARD EDGE OF MARSH GRASS DIGITIZED BY TI COASTAL SERVICES INC
AND LAND MANAGEMENT GROUP INC, WITH 2012 AND 2010 NC OneMap PHOTOS
5 EXISTING PIER, SEWER FORCE MAIN LOCATION, AND SUMMER REST ROAD
`r R�iOfgry 'N, RIGHT -OF -WAY LOCATIONS PROVIDED BY JOHNNIE J WILLIAMS LAND SURVEYING PC
Ci,1,F �%T - WITH PIER LOCATION ON 4120107 AND FORCE MAIN LOCATION ON 12110107.
6. REMAINING PROPERTY BOUNDARIES, ADJACENT FEATURES AND AIW W SETBACKS
1AH .'�i PROVIDED BY MCKIM AND CREED FROM A MAY 1, 2014 SURVEY COMPILED FROM
PREVIOUS SURVEYS WITH LIMITED FIELDWORK MCKIM AND CREED MAY 2014 SURVEY
FIELD - LOCATED BULKHEAD ON EASTERN SIDE OF AINNV
REFERENCES PROVIDED BY MCKIM AND CREED INCLUDE'
y�\ _ �� A. \� BOUNDARY ITEMS IN BLUE FROM A MAP RECORDED IN MB 24 PG
y>P Q 22 BY SHERWN D CRIBB TITLED "MAP OF SURVEY FOR
- - ----' °ty�, Q' SUMMER -REST ASSOCIATES" DATED OCTOBER 1984, AND DEED
BOOK 5031 PAGE 1350
° \ \�� K -w,e°� asoN Q� �G�O HIGH WATER LINE AND LOW WATER LINE FROM A PIER AS -BUILT SURVEY
ot ~ +�- \ p FOR BAILEY & ASSOCIATES, INC BY JOHNNY J WILLIAMS LAND SURVEYING, PC
- urnssE C M,q,N Q� T DATED AUGUST 25, 2008
_ O
OCgn� r A, ALL OTHER INFORMATION, MARSH AREA EDGE OF MARSH, PIERS,
�Az �� DOCKS, FROM VARIOUS MAPS FROM MARITECH DREDGING, LLC
TITLED "BAILEY PROJECT" DATED DECEMBER 15, 2009, AND CGRS
X/�• "_ �Ri'D �, . , ® '. 'o' T� ENTERPRIZES. LLC MAP TITLED "CAMA MAJOR PERMIT PLAT' BY
S s o OUIBLE AND ASSOCIATES P C DATED DECEMBER 11, 2000
I'F' _ •fir > eo � � � � �
A
NqN✓ � QG 4' e0 � �
"Shaded structures are proposed. \ �GCy,00FNT
9fsR4r +� oNNOS�n 1 90'
Legend 1
MHW — — — Creek Channel Line G�P��i
(2008 survey) �° c�
Riparian Corridor Limit
MHW and MLW ------ - - - - -- ob
(per Deed) Riparian Corridor Setback — — — — — — — o 0
Normal High Water
(LMG 10/2014) Buried Sewer Line OO 00
0 o O O
y
Waterward Edge Marsh Proposed Dredging � / / / / / / / / //� e��o000o
(mapped from aerial) G �+ \
NCDOT ROW —
(disputed) RECEIVED
DCM WILIANGTGN, NC
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF, JUN 0 9 2015
UTILITIES ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THIRD O 50 100 200
PARTIES AND ARE FOR GENERAL REFERENCE PURPOSES ONLY. IT IS THE .1 _ A
RESPONSIBILITY OF THE OWNER /APPLICANT AND /OR CONTRACTOR TO CONTACT
A PROFESSIONAL UTILITY LOCATING COMPANY
Project: CAMA Major Permit Application Date: Revision Date:
1 PP 6/8/2015
This drawing is a compliatlon of various surveys and is not a LMG Grand View Community Marina
Scale: Job Number-
For survey or engineered f drawing. t.ANDMment aMonsult nts 202 Summer Rest Road, Wilmington, NC 1" = 100r 02 -14 -045
For CAMA permitting only. Not for construction. a Environmental Consultants
3805 Wrightsville Ave, Suite 15 Title: Drawn By, Figure:
Wilmington, North Carolina 28403 Proposed Dock Expansion and Dredging LMG 3 of 9
Teleohone 910 - 452 -0001

O AD KF
KF X190 P
000
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• \ ` NOTE INFORMATION SHOWN ON THIS PLAN IS A COMPILATION OF SEVERAL SURVEYS
a
e°fc° ash
Approx Location 1 DEPTH CONTOURS WERE PROVIDED BY TI COASTAL SERVICES INC
• o� F� fZC 9( \ \ \ per aerial
al
SEPTEMBER 18, 2014 SURVEY
G
C/I- ( /O? °be VertcaltDatum MLW Beaufort Datum
D83
o "�71 • ,,, qT�` , �3,9.� „• aefe� ,.. ,,, .. Data collected by TI Coastal on September 15, 2014 shown and represent
conditions at that time
?
�esurvey O;FrsOq ryaf ` JOy ✓qC Soundings indicate conditions at the time of su and are subject to change
/N °yp -9r �'�2�. ` `7'� �(M�eCgT i4 J' 2 SPOT DEPTHS ALONG SOUTHERN PROJECT EDGE BY GAHAGN 8 BRYANT 2 -19 -2007,
U Yy c c ro TAKEN FROM MARITECH DREDGING LLC 2 -16 -2009 PLAN DEPTHS ARE RELATIVE TO NGVD29
MEAN LOW WATER IS -1 54 FT CONTOUR RELATIVE TO NGVD29
°
�••,� 9 20 /�/ �(i< ���5!. 3 NORMAL HIGH WATER FLAGGED BY LAND MANAGEMENT GROUP, INC
�'^, "• AND SURVEYED BY TI COASTAL SERVICES INC SEPTEMBER 18, 2014 SURVEY
A `N
4 WATERWARD EDGE OF MARSH GRASS DIGITIZED BY TI COASTAL SERVICES INC
RopyL. r \ AND LAND MANAGEMENT GROUP INC, WITH 2012 AND 2010 NC OneMap PHOTOS
R r (/ `'•,; O \ 5 EXISTING PIER, SEWER FORCE MAIN LOCATION, AND SUMMER REST ROAD
RIGHT -0F -WAY LOCATIONS PROVIDED BY JOHNNIE J WILLIAMS LAND SURVEYING PC
WITH PIER LOCATION ON 4120107 AND FORCE MAIN LOCATION ON 12110/07
q
6 REMAINING PROPERTY BOUNDARIES, ADJACENT FEATURES AND AIWW SETBACKS
oO�P h'�q y Mt1 PROVIDED BY MCKIM AND CREED FROM A MAY 1, SURVEY COMPILED FROM
MCC
nC PREVIOUS SURVEYS WITH LIMITED FIELD WORK. MCKIM AND CREED MAY 2014 SURVEY
FIELD - LOCATED BULKHEAD ON EASTERN SIDE OF AIW W
O �� •'� \ \ OFO 2c �� REFERENCES PROVIDED BY MCKIM AND CREED INCLUDE.
BOUNDARY ITEMS IN BLUE FROM A MAP RECORDED IN MB 24 PG
Oar \`. +• �1AX 1P 22 BY SHERWIN D CRIBB TITLED "MAP OF SURVEY FOR
fO 'bb, F `r SUMMER -REST ASSOCIATES' DATED OCTOBER 1984, AND DEED
/s�'P6 \14AfOrO�y9 ` �.\ BOOK 5031 PAGE 1350
2�(� P—i ?\ HIGH WATER LINE AND LOW WATERLINE FROM A PIER AS -BUILT SURVEY
0, �C FOR BAILEY 8 ASSOCIATES, INC BY JOHNNY J NALLIAMS LAND SURVEYING, PC
DATED AUGUST 25,208
*Shaded structures are proposed. �, - " �v ALL OTHER INFORMATION, MARSH AREA EDGE OF MARSH, PIERS,
'" - \ \\Q' O DOCKS, FROM VARIOUS MAPS FROM MARITECH DREDGING, LLC
TITLED "BAILEY PROJECT" DATED DECEMBER 15, 2009, AND CGRS
HANNEL \/ G ENTERPRIZES, LLC MAP TITLED "CAMA MAJOR PERMIT PLAT' BY
vnxrwA,� F OUIBLE AND ASSOCIATES P C DATED DECEMBER 11, 2000
rrr--- ���uuu EXTENSION P ^�
e�0 1 uurva naE \ RC ,r' "J
MO 4J S77'00'1 -E S81 '43 77.77 M I S8727'55 "E •v/q P�
_j. 54 - -- ( S87'53'12 "E 4004 1640 ♦ \ i/I, O`
1\\ \♦\ ?0 FP S68'-6' Ofa \�
Qiq� /� (pk6E 7
Legend 'r/b
MHW c„� /q�
(2008 survey) Cy%s I O ° ^ y w' W °es 3• "6 ^� \`60� AP
r0
MHW and MLW ------ - - - - -- �F :A 2,3 c,� �/ � ��, .1P 27'
� \
. .
(per Deed) VF s9 c \ 24.9 30 e 6. \
\ S �y
Normal High Water - -- ';�FFRF� ^� > 8
(LMG 10/2014)
T. ooye 9C
A
Waterward Edge Marsh -10
(mapped from aerial) /V
\ Ra /� ✓q�(C
RECEIVED T
Creek Channel Line cT DCM VILM9NGT
ON, NC oti s o &
\ P�
Riparian Corridor Limit — — — — FSS° ONCe 90 �� ,JUN 0 9 2015
R/^ °�nHG ROCF 0 30 60 120
Riparian Corridor Setback — — — — — — — LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF,
UTILITIES ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THIRD Project. Date. Revision Date:
PARTIES AND ARE FOR GENERAL REFERENCE PURPOSES ONLY IT IS THE CAMA Major Permit Application 6/8/2015
Burled Sewer Line —_ RESPONSIBILITY OF THE OWNER/APPLICANT AND /OR CONTRACTOR TO CONTACT
A PROFESSIONAL UTILITY LOCATING COMPANY LMG Grand View Community Marina Scale: Job Number:
LAND
MANAGEMENT GROUP icic u — 1
202 Summer Rest Road, Wilmington, NC 1 - 02 -14 -045
NCDOT ROW This drawing s a compilation of surveys and is not a �;, 9 , 60
g p y Environmental Consultants
(disputed) sealed survey or engineered drawing. 3805 Wrightsville Ave, Suite 15 Title: Drawn By: Figure:
For CAMA permitting only. Not for construction. Wilmington, North Carolina 28403 Proposed Docks LMG 4 of 9
Telephone [phone].,..,,,, _- ._..,,,...

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UTILITIES ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THIRD g p
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
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Project:
LMG
LAND MANAGEMENT GROUP me
Environmental Consultants
3605 Wrightsville Ave , Suite 15 Title -
Wilmington, North Carolina 28403
Telephone 910 - 452 -0001
NOTE INFORMATION SHOWN ON THIS PLAN IS A COMPILATION OF SEVERAL SURVEYS
1 DEPTH CONTOURS WERE PROVIDED BY TI COASTAL SERVICES INC
SEPTEMBER 18, 2014 SURVEY
Horizontal Datum NC State Plane NAD83
Vertical Datum MLW Beaufort Datum
Data collected by TI Coastal on September 15, 2014 shown and represent
conditions at that time
Soundings indicate conditions at the time of survey and are subject to change
2 SPOT DEPTHS ALONG SOUTHERN PROJECT EDGE BY GAHAGN & BRYANT 2 -19 -2007,
TAKEN FROM MARITECH DREDGING LLC 2 -16 -2009 PLAN DEPTHS ARE RELATIVE TO NGV029
MEAN LOW WATER IS -154 FT CONTOUR RELATIVE TO NGVD29
3 NORMAL HIGH WATER FLAGGED BY LAND MANAGEMENT GROUP, INC
AND SURVEYED BY TI COASTAL SERVICES INC SEPTEMBER 18, 2014 SURVEY
4 WATERWARD EDGE OF MARSH GRASS DIGITIZED BY TI COASTAL SERVICES INC
AND LAND MANAGEMENT GROUP INC., WITH 2012 AND 2010 NC OneMap PHOTOS
5 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 4/20107 AND FORCE MAIN LOCATION ON 12/10/07
6 REMAINING PROPERTY BOUNDARIES, ADJACENT FEATURES AND AIWW SETBACKS
PROVIDED BY MCKIM AND CREED FROM A MAY 1, 2014 SURVEY COMPILED FROM
PREVIOUS SURVEYS WITH LIMITED FIELDWORK 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 UNE 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 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.0 DATED DECEMBER 11, 2000
Legend
MHW — — —
C (2008 survey)
Q MHW and MLW ------ - - - - --
��� (per Deed)
Normal High Water - --
�P (LMG 10/2014)
Waterward Edge Marsh
(mapped from aerial)
Creek Channel Line — — — —
Riparian Corridor Limit — — — —
Riparian Corridor Setback — — — — — — —
Buried Sewer Line C - IVE®
DCM WILMINGTON, NC
NCDOT ROW
(disputed) IIIN 0 9 2015
CAMA Major Permit Application
Grand View Community Marina
202 Summer Rest Road, Wilmington, NC
Proposed Dock Details
Shaded stru=ilbs are proposed.
0 20 40 80
Date: 6/8/2015 Revision Date:
Scale: Job Number:
1" = 40' 02 -14 -045
Drawn By: Figure:
LMG 5 of 9

`� {{ \\ Il NOTE INFORMATION SHOWN ON THIS PLAN IS A COMPILATION OF SEVERAL SURVEYS
1 DEPTH CONTOURS WERE PROVIDED BY TI COASTAL SERVICES INC
SEPTEMBER 18, 2014 SURVEY
Horizontal Datum. NC State Plane NAD83
�� 1 ,. y j / , — Vertical Datum MLW Beaufort Datum
/ - - Data collected by TI Coastal on September 15, 2014 shown and represent
1 — V' — conditions at that time
` \ a\ ----------- \� - -- '' Soundings indicate conditions at the time of survey and are subject to change
2 SPOT DEPTHS ALONG SOUTHERN PROJECT EDGE BY GAHAGN & BRYANT 2 -19-2007,
TAKEN FROM MARITECH DREDGING LLC 2 -16 -2009 PLAN DEPTHS ARE RELATIVE TO NGVD29
MEAN LOW WATER IS -1 54 FT CONTOUR RELATIVE TO NGVD29
_ V `
®\ \ _ -_ _ _— 1 �/ •�\ _ _ — _ _ — 3 NORMAL HIGH WATER FLAGGED BY LAND MANAGEMENT GROUP, INC
AND SURVEYED BY TI COASTAL SERVICES INC SEPTEMBER 18, 2014 SURVEY
® ® - -"' - \ \ 4 WATERWARD EDGE OF MARSH GRASS DIGITIZED BY TI COASTAL SERVICES INC
\ .>IIU. �Ihc \ AIL , , 1 1 , `� `� /� AND LAND MANAGEMENT GROUP INC, WITH 2012 AND 2010 NC OneMap PHOTOS
5 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 4/20107 AND FORCE MAIN LOCATION ON 12/10/07
HANNEL
/ 6 REMAINING PROPERTY BOUNDARIES, ADJACENT FEATURES AND AIWW SETBACKS
,U PROVIDED BY MCKIM AND CREED FROM A MAY 1, 2014 SURVEY COMPILED FROM
YAK / WAVERUNNER J T E N S I O N P PREVIOUS SURVEYS WITH LIMITED FIELDWORK MCKIM AND CREED MAY 2014 SURVEY
j ® �� ((� j LAWNCH A jF�C \ _ — _ _ �` �/ \ \ /!\ FIELD- LOCATED BULKHEAD ON EASTERN SIDE OF AIV V
A ' O�/I \ — REFERENCES PROVIDED BY MCKIM AND CREED INCLUDE'
! ( '
t736� S77.O�'1 "�. ® ` -\� -- S81' q-.31� '77 77 1 {� ! ' l i // SH.T- ����E— �' \�`\� \ /A \�\\ -- - - -- BOUNDARY ITEMS IN BLUE FROM A MAP RECORDED IN MB 24 PG
7 % = s S4. �� t 1587�3�12'IE 4�h.�4 16.4. - \� Qom. \� -- 226Y SHERWIND CRIBS TITLED "MAP OF SURVEY FOR
g -r / ! ! i — -� / \ / / SUMMER -REST ASSOCIATES" DATED OCTOBER 1984, AND DEED
/� _ _ - - - - -- /O BOOK 5031 PAGE 1350
r rf i i �A — \--� - -- �\ \ V
O_� HIGH WATERLINE AND LOW WATERLINE FROM A PIER AS-BUILT SURVEY
`A _ — — — — — — FOR BAILEY &ASSOCIATES, INC BY JOHNNY J WILLIAMS LAND SURVEYING, PC
363 - c - - - -- � '' DATED AUGUST 25,2008
/O
Zi �� �\ ' — — — — —' — \ ALL OTHER INFORMATION, MARSH AREA EDGE OF MARSH, PIERS,
., .q q /rte
�G7i�� \~' /� 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
�z 11'� /�^\\\ 1 ` C\`�/•`, \,V�\� �—�� �y,L __ // QUIBLE AND ASSOCIATES P C DATED DECEMBER 11, 2000
Q. - - - -- '- Legend
11111 Al,
®® - \ MHW
`,a, / (2008 survey)
MHW and MLW
(per Deed) ------ - - - - --
l �
O ® I
a
Normal High Water - --
� � � r r v
' (LMG 10/2014)
Proposed Excavation / - d6
Total = 810 cy
- Waterward Edge Marsh
Spot Depths Relative to \��
A NGVD29 MLW is -1.54 (mapped from aerial)
below NGVD29. A
Contours Relative to MLW. Creek Channel Line
Riparian Corridor Limit — — — —
/
/
T Co / Riparian Corridor Setback —
' P
T ®
NS />0 ®♦ o� ��`�° Buried Sewer Line
SO
R T Proposed Dredgingy1 % /l /�%�%
(-4' MLW final) ri WILMINGTON, N
\, NCDOT ROW t
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF, (disputed)
UTILITIES ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THIRD 0 15 30 60
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 Protect: CAMA Major A Date:
J or Permit Application Revision Date:
PP 6!812015
LMG Grand View Community Marina
This drawing is a compliation of various surveys and is not a LAND MANAGEMENT GROUP = 202 - Job Number:
sealed survey or engineered drawing. Environmental consultants 202 Summer Rest Road, Wilmington, NC 1 - 30 02 -14 -045
For CAMA permitting only Not for construction. 3805 Wrightsville Ave, Suite 15 Title: Drawn By: Figure:
Wilmington, North Carolina 28403 Proposed Dredging LMG 6 of 9
_ _Telephone [phone]

Cross Section A
Proposed Dredging
Floating Finger
A/� Mooring Pile Floating Dock Spine
°� Floating Finger
10
61 1 1 /
I MHW
> 2
J I MLW I.4x..� M _ s ,., ,a . -,., n . - ._ n ,.• _ s -�:,..
.-.
-6! l
-101 1 i r
0 +100 0 +150
Ex. Grade
Excavation Area
Piling depths
per contractor)
LMG
Vertical Datum Is NAVD 88. LANDMANA- EMENT GROUP INC
Environmental Consultants
Water Depths Are Relative To MLW. 3805 Wrightsville Ave, Suite 15
Wilmington, North Carolina 28403
Teleohone 910 -452 -0001
0
i 10
I
1 6
23:
-22
-6
-10
1+100
JUN 0 9 2015
0 10 20 40
i
Project. CAMA Major Permit Application Date:
1 Pp 5/4/2015
Grand View Community Marina
Scale.
202 Summer Rest Road, Wilmington, NC 1" = 20'
Title: Drawn By
Proposed Dredging Cross Section LMG
Revision Date:
Job Number:
02 -14 -045
Figure
7of9

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rEXISTING BOTT OM
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-- COVER
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-5
-0 +20 0 +00 0+20
NOTE: 1) CONTRACTOR TO PHYSICALLY VERIFY DEPTH OF ALL UTILITIES
PRIOR TO CONSTRUCTION. ENGINEER TO BE NOTIFIED OF ANY CONFLICTS
PRIOR TO CONSTRUCTION.
PROFILE 1 -1 AT BAILEY DOCKS
HORIZ. 1" = lo'
VERT. 1" = 5'
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NOTE: i) CONTRACTOR TO PHYSICALLY VERIFY DEPTH OF ALL UTILITIES a s z (910) 346 -8637 Fax
PRIOR TO CONSTRUCTION. ENGINEER TO BE NOTIFIED OF ANY CONFLICTS _ ° o ,
PRIOR TO CONSTRUCTION. °z ° a x rl,
"a =o -� DRN• (SIZE:
PROFILE 2 -2 AT BAILEY DOCKS DCM ILMING 'o is APPR CATLE:
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VERT. "' = 5' � `I DRAWING NUMBER:
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