20140195 Ver 1_CAMA Permit Application_20140227

20140195
AM,
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
February 24, 2014
MEMORANDUM:
TO: Karen Higgins
401 Oversight
DEMLR - Surface Water Protection
FROM: Jonathan Howell, NC DENR -DCM Assistant Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11- 12 -09)
SUBJECT: CAMA / D &F Major Permit Application Review
Applicant: SEL Property Investors, LLC c/o Mr. D. Logan
Project Location: 100 Aqua Vista (Emmart's Landing S /D), adjacent to Masonboro Sound, in NH Co.
Proposed Project: to develop a new residential subdivision and associated community marina
Please indicate below your agency's position or viewpoint on the proposed project and return this
form to Jonathan Howell at the address above by March 17, 2014. 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.
SIGNED
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
DATE
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: 910- 796 - 72151 FAX: 910 - 395 -3964 Internet: www,nccoastalmanagement.net
An Equal opportunity's Affirmative Action Employer
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME SEL Property Investors, LLC c/o Mr D Logan
2 LOCATION OF PROJECT SITE 100 Aqua Vista Drive (Aqua Vista Farms), adjacent to Masonboro
Sound, in New Hanover County
Photo Index — 2006 22 -7418 L -X, 5 -7 2000: 22 -267 L -X, 5 -9 1995 22 -249 J -X, 19 -22
State Plane Coordinates - X 2342948 Y 142761 GPS - 0- 090412A
Latitude 34 008'12 70435 "N Longitude 77 052'00 35454 "W
3 INVESTIGATION TYPE CAMA/D &F
4 INVESTIGATIVE PROCEDURE Dates of Site Visit — 09/04/2013 and 02/06/0214
Was Applicant Present — Yes, agent and owner
5 PROCESSING PROCEDURE Application Received — 02/24/2014 (completed)
Office — Wilmington
6 SITE DESCRIPTION
(A) Local Land Use Plan - Wilmington /New Hanover Co
Land Classification From LUP - Resource Protection
(B) AEC(s) Involved CW, ES, ORW, EW, PT
Water Dependent Yes
(D) Intended Use Community /Residential
(E) Wastewater Treatment: Existing - Septic
Planned - Municipal
(F) Type of Structures Existing —Boat basin, access channel, upland spoil site, private docking
facility and boat -ramp
Planned — Expansion of an upland boat basin, shoreline stabilization, 75-
slip community marina, new boat -ramp, break water, solid sheet pile betties with dolphins, and
associated infrastructure for a new 159 -lot subdivision
(G) Estimated Annual Rate of Erosion N/A
Source - N/A
7 HABITAT DESCRIPTION [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
1,800 sq ft
1,684 sq ft
(coastal and §404 wetlands)
Coastal
§404 wetlands
(B) Non - Vegetated Wetlands (Open water)
36,200 sq ft
600 sq ft sq ft
Existing and created open water
12,120 sq ft
(C) Other (Highground)
91,500 sq ft
87,120 sq ft
640,332 sq ft
Within AECs
Outside AECs
1 11
(D) Total Area Disturbed 871,356 sq ft ( -20 acres)
(E) Primary Nursery Area Yes
(F) Water Classification SA -ORW (Masonboro Sound) Open: Yes (Masonboro Sound)
(G) Estimated Annual Rate of Erosion N/A
Source - N/A
8 PROJECT SUMMARY The applicant proposes to develop a new residential subdivision and associated
marina adjacent to Masonboro Sound

SEL Property Investors, LLC c/o Mr. D. Logan
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 100 Aqua Vista Drive, off Masonboro Loop Road in New Hanover County The
property is adjacent to the Atlantic Intracoastal Waterway (AIWW) /Masonboro Sound and is the location of
the Aqua Vista Farms previously owned and operated by the Emmart family The project site is bordered to
the north by residential properties and UNCW's Center For Marine Science, and to the south by Masonboro
Harbour Subdivision To locate the property traveling south on College Road, take a left onto Mohican Trail
and travel east approximately 1 3 miles Turn right onto Masonboro Loop Road and travel south for
approximately 0 8 miles until you reach the entrance of the old Aqua Vista Christmas Tree Farm that will be
located on the left Continue to travel east on Aqua Vista Drive for approximately 0 5 miles until it terminates
at the property of interest The high ground property is approximately 75 17 acres and the elevation of the
property is approximately 25' above mean high water (MHW) Existing highground development on the
property includes storage buildings associated with the old Aqua Vista Farm Along the eastern end of the
property are an existing boat basin and an access channel to the AIWW and a concrete boat ramp located
on the northwestern portion of the existing basin There is also an existing docking facility on the southern
portion of the basin, which consists of an uncovered platform, access ramp, floating docks and boatlift,
which currently accommodates up to three (3) slips especially for the Emmart family
Located at the northeastern end of the existing boat basin is the location where marine contractors have
accessed the high spoil site via the use of barges to unload excavated material This is also the location of
an existing culvert under the earthen driveway which connects to a tidally influenced ditch approximately
600' in length located on the northern side of the basin There appears to be an existing berm on the
eastern side of the ditch, which appears to be constructed from the spoil material when the ditch was
originally excavated There is also a culvert within the western end of the basin under the gravel driveway to
the Emmart residence, which connects to another tidally influenced drainage ditch towards the west
Highground vegetation consists of hardwoods and other woody species including Oak, Pines, Cedar and
Dogwood Vegetation bordering the northern highground area of the property and the ditch consists
primarily of high marsh and low marsh species, which supports §404 and coastal wetlands vegetation
including Wax Myrtle (Mynca cenfera L ), Marsh -elder (Iva frutescens), Grounsel -bush (Bacchans
hallmifolia), Sea Oxeye (Bomchia frutescensl, Salt Meadow Grass (Spartina patens) and Smooth Cordgrass
(Spartina altemiflora) The vegetation within the existing boat basin and ditch on the western end of the
boat basin consists of a narrow fringe of coastal wetlands, which consists primarily of Salt Meadow Grass
(Spartina patens) and Smooth Cordgrass (Sparhna alterniflora) The vegetation along the shoreline east of
the existing boat basin and the access channel to the AIWW consists of highground vegetation, primarily
Oak trees, which transitions to coastal wetlands consisting primarily of Salt Meadow Grass (Spartrna
patens) and Smooth Cordgrass (Spartina alterniflora) The U S Army Corps of Engineers (USACE) has
issued a Jurisdictional Determination (JD) on December 2, 2013 for the existing §404 wetlands on -site The
N C Division of Coastal Management (NCDCM) has verified the coastal wetlands boundary and the normal
high water (NHW) boundary on September 4, 2013 (See Sheets 1 and 2 of 26 and JD)
Permit History: Mr Maurice Emmart, Jr was issued State Permit No 24 -81 on February 20, 1981 for
maintenance excavation of an existing boat basin and access channel to the AIWW /Masonboro Sound to a
final project depth of -6'@ mean low water (MLW) State Permit No 24 -81 also authorized the placement
of the excavated material to be located on the Emmart property on the northwestern side of the boat basin
State Permit No 24 -81 Fifth renewal was on December 5, 2008 and was due to expire on December 31,
2013, however, was subject to extension by the Session Law 2009 -406, and as amended by Session Law
2010 -177, the Permit Extension Act State Permit No 24 -81 was recently transferred to SEL Property
Investors, LLC on December 13, 2013 and is due to expire on December 31, 2017 The Emmart family still
maintains the southern portion of the boat basin and an existing private docking facility within it through an
easement agreement with the applicant The applicant recently received a Special Use Permit (SUP) for the
proposed community marina on January 9, 2014 from the New Hanover County Board of Commissioners
(See Project Narrative)

SEL Property Investors, LLC c/o Mr. D. Logan
Page 3
The City of Wilmington and New Hanover County 2006 Land Use Plan Update classifies the adjacent
waters as Conservation, and the adjacent high ground portion of the project area as Resource Protection
In the project area, the waters of Masonboro Sound are classified as SA -ORW by the NC Division of Water
Quality, and they are OPEN to the harvest of shellfish These waters ARE designated as a Primary Nursery
Area (PNA), by the Division of Marine Fisheries
PROPOSED PROJECT:
The applicant proposes to develop a new residential subdivision and associated marina adjacent to
Masonboro Sound The applicant is requesting a major modification to their existing State Permit No
24 -81 to allow for the expansion of the existing marina basin into highground with associated bulkhead,
floating docks, boat ramp and clubhouse to accommodate a Plan Use Development (PUD) for a 159 single -
family residential subdivision (Emmart's Landing) An inter- agency scoping meeting with the applicant and
agents was held at the Wilmington Regional Office (WiRO) on November 14, 2013
Excavation: The application states that for the construction of the new boat ramp and access channel to
the proposed marina, the existing highground area on the northwest corner of the existing marina basin
would be excavated in an area measuring approximately 160' in length by 120' in width to a final project
depth of -6' @ MLW The application states the proposed excavation in this area would impact
approximately 1,788 sq ft (0 041 acres) of volunteer fringing coastal wetlands The application states that
the expansion of the marina would incorporate the undeveloped western portion of the property adjacent to
the existing spoil site A new access channel, measuring approximately 505' in length by 40' in width to a
final project depth of -6' @ MLW would be excavated towards the west into highground area from the north
end portion of the existing boat basin The access channel would lead into a new marina boat basin,
measuring approximately 338' in length by 245' in width to a final project depth of -6' at MLW The
application states that the dredging limits to the four corners of the new basin would taper to a -5'@ MLW
contour to help promote flushing of the basin and access channel The final project depth would be —6'@
MLW, which would combine into the existing basin and access channel to the AIWW existing waterdepth of
-6' @ MLW The application states that predicted dissolved oxygen (DO )for the new basin would meet the
5 0 mg /L standard based on the tidal amplitude in this area The application states that a total of
approximately 88,314 cubic yards (cy) of material would be removed and placed within the existing spoil
location with an area of approximately 2 acres on the western end of the existing basin area (See Sheets 5
through 13 of 26 and Project Narrative)
Shoreline Stabilization: The shoreline of the proposed access channel and marina basin would be
stabilized with approximately 2,173 linear feet (LF) of new sheetpile bulkhead The application also states
that the existing basin would be stabilized with approximately 432 LF of sheetpile bulkhead and
approximately 588 LF total of breakwater along the eastern and southern end of the basin The proposed
breakwater along the eastern shoreline of the existing basin would be located approximately 5' waterward to
allow tidal flushing into the significant fringe of Smooth Cordgrass (Spartma alterniflora), aforementioned
The breakwaters would then lead into two (2) freestanding jetties constructed of solid sheet piles would be
located on each end of the 50' in width entrance channel to boat basin, each measuring approximately 100
LF Each jetty would have a cluster of dolphin pilings located at the terminal end of the structure towards
Masonboro Sound A new boat -ramp, measuring approximately 60' in length by 20' in width would be
located on the western end of the proposed expanded basin to replace the existing boat -ramp An
associated 20' in length by 6' in width launching pierwould be located on the northern side of the new boat -
ramp (See Sheets 8, 12, 13, 14, and 15 of 26 and Project Narrative)
Marina: An access ramp would lead onto a floating dock (A -Dock) measuring approximately 191' in length
by 6' in width would be located along the face of the new bulkhead on the most southern end of the new
basin Three (3) finger piers, each measuring approximately 40' in length by 3 5' in width would extend from
A -Dock running perpendicular to the shoreline A -Dock would then turn 90° and tie into anew floating dock
(B -Dock) located along the face of the new bulkhead along the most western end of the new basin,
measuring approximately 356' in length by 6' in width

SEL Property Investors, LLC c/o Mr. D. Logan
Page 4
Ten (10) finger piers, each measuring from approximately 30' to 40' in length by 3 5' to 4 5' in width and
approximately 30' apart would extend perpendicular from the shoreline towards the basin The area located
between A -Dock and B -Dock in the southwest corner of the new basin would be designated for a kayak
launch area, which would include a 40' in length floating slip divider and two (2) floating finger piers, each
measuring approximately 8' in length by 2' in width with aluminum grab bars (See Sheet 6 of 26)
An access ramp from the northern end of the basin would lead onto a new floating dock system (C- Dock),
measuring approximately 245' in length by 8' in width, which would terminate onto a floating dock,
measuring approximately 73' in length by 6' in width, creating a "T- head" configuration Fifteen (15) finger
piers would extend from this floating dock, each measuring from approximately 30' to 40' in length by 3 5' in
width These finger pier piers would be approximately 26' -30' apart
Another access ramp from the northeast corner of the new marina basin would lead onto a floating dock
(D -Dock) located on the face of the new bulkhead along the most eastern end of the basin, measuring
approximately 288' in length by 6' in width Ten (10) finger piers, each measuring from approximately 25' to
30' in length by 3 5' in width and approximately 28' apart would extend perpendicular from the shoreline
towards the basin The application states that a pump -out facility would be located along Dock A The
proposed floating dock system would accommodate up to 75 formalized slips
The applicant also proposes to install two (2) buoys and one (1) cluster of dolphin pilings within the central
portion of the existing boat basin to designate the location of the proposed entrance channel and boat -ramp,
aforementioned (See Sheets 5, 6 and 12 of 26 and Project Narrative)
Upland Development: The applicant proposes to develop a 159 lot subdivision and associated community
amenities adjacent to the western portion of the new marina facility The application states that the
approximately 75 acre tract would be subdivided into 159 detached single - family lots with integrated mix of
active and passive open areas, approximately 2 12 units per acre A network of infrastructure including
sewer and water supply, private roads with a dedicated pedestrian path along the main collector road,
boardwalk around the proposed marina and associated amenities and gazebo would be provided to the
residents of the subdivision The easternmost portion of the site is located within the 575' ORW Area of
Environmental Concern (AEC), which the application states that approximately 1 % of the AEC would be
covered with impervious surfaces associated with the new infrastructure No dwellings are proposed at this
time, only proposed footprints for each lot The proposed access channel and marina basin would create a
future 75' Coastal Shoreline AEC and the associated 30' buffer The application states that the proposed
impervious area within the future 75' Coastal Shoreline AEC would be approximately 4 5 %, which consists
primarily of the amenity buildings along the western end of the proposed marina and infrastructure The
property owners would be required to obtain individual permits from the local level for individual dwellings
The application states that a State Stormwater Permit and a Sedimentation and Erosion Control Plan would
be submitted to the N C Division of Energy, Mineral and Land Resources (NCDEMLR) The application
states that sewer and water supply services would be provided by the Cape Fear Public Utility Authority
(CFPUA) (See Sheets 3, 4, and 18 through 26 of 26 and Project Narrative)
Mitigation: The application states that approximately 1,800 sq ft of coastal wetlands would be impacted for
the expansion of the existing basin, consisting primarily of Smooth Cordgrass (Spartina altemiflora) and Salt
Meadow Grass (Spartina patens) The application also states that the proposed road crossings would
impact approximately 1,684 sq ft of §404 wetlands (RPWs) The applicant proposes on -site mitigation for
the above impacts The elevation of the existing berm adjacent to the tidally influenced ditch would be
lowered to the same elevation as the surrounding coastal wetlands The application states that the use of
land excavators and timber matting would be utilized The application states that Smooth Cordgrass
(Spartina alternIflora) would then be planted approximately 2' apart for restoration The application states
that approximately 4,050 sq ft (0 09 acres) of coastal wetlands restoration area would be created, which
would provide a 2 27 1 restoration area The application also states that an existing small freshwater pond
would be enlarged by approximately 1,684 sq ft, which would match the adjacent depths to provide a 1 1
replacement of impacted RPWs, aforementioned (See Sheet 16 and 17 of 26 and Project Narrative)

SEL Property Investors, LLC c/o Mr. D. Logan
Page 5
10. ANTICIPATED IMPACTS:
The proposed maintenance excavation of the existing access channel from the existing boat basin would
impact approximately 36,200 sq ft of shallow bottom area, previously impacted under State Permit No
24 -81 The proposed new basin expansions and access channel with associated bulkhead, boardwalk and
boat ramp would disturb approximately 91,500 sq ft (2 1 acres) of an upland area This would result in the
removal of approximately 5,466 cy of material from the existing access channel and approximately 88,314
cy of highground material, which would be placed within the existing spoil site area on the project site, in an
area of approximately 87,120 sq ft (2 0 acres) The proposed excavation within the existing basin area
would impact approximately 1,800 sq ft (0 041 acres) of coastal wetlands, which consists primarily of Salt
Meadow Grass (Spartrna patens) and Smooth Cordgrass (Spartina alternrflora)
Approximately 4,000 sq ft (0 09 acres) of upland area would be converted to low marsh associated with
lowering the elevation to the surrounding coastal wetlands to provide a 2 27 1 restoration area
Approximately 1,684 sq ft of §404 wetlands (RPWs) would be impacted associated with the construction of
the proposed access roads, which the application states that the existing small freshwater pond would be
enlarged by approximately 1,684 sq ft, which would match the adjacent depths to provide a 1 1
replacement of impacted RPWs
The proposed floating structures for the basin would incorporate approximately 12,120 sq ft of newly
created Estuarine Waters and Public Trust Area As proposed, the proposed marina configuration would
accommodate up to 75 permanent vessels The application indicates that the shellfish closure associated
with the new marina would extend approximately 325' into the proposed access channel
The proposed breakwater along the eastern and southern end of the basin and the two (2) freestanding
betties on each end of the 50' in width entrance channel with associated dolphins would incorporate
approximately 600 sq ft of Estuarine Waters and Public Trust Area
The proposed upland development would disturb approximately 20 acres of highground, of which
approximately 4 55 acres are within the Estuarine Shoreline AEC According to the site drawings, the nine
lots along the eastern portion of the new subdivision, portions of the 15' access easement, the cul -de -sac
and stormwater infiltration system would be partially located within the 575' AEC The application indicates
that approximately 1 % of the SA -ORW shoreline would be covered by built upon area and that the proposed
impervious area within the future 75' Coastal Shoreline AEC would be approximately 4 5% The 75 acre
tract would be subdivided into 159 single - family lots, approximately 2 12 units per acre No dwellings are
proposed at this time, only proposed footprints, however, the individual property owners would be required
to obtain individual permits from the local level Minor turbidity increases may be expected during the
construction process
Submitted by Robb L Mairs Date: 02/25/2014 Office: Wilmington

Project Narrative
Emmarts Landing Subdivision and Residential Marina
Aqua Vista Drive
New Hanover County, N.C.
SEL Property Investors, LLC, Applicant
SEL Property Investors, LLC (Applicant) is planning to develop a residential subdivision
and associated marina on their 75.17 -acre tract located on Aqua Vista Drive in New
Hanover County The Applicant recently purchased the property from the Emmart family
who have retained approximately 15 acres of their original + 90 acre holdings for future
use. The Applicant's property extends to an existing man-made basin ( Emmart basin)
which in turn connects to the AIWW channel to the southeast. Maurice Emmart has
transferred his existing CAMA Major Permit Number 24 -81 to the Applicant. That
permit provides for maintenance dredging (to -6' mean low water) of the basin and its
connecting channel to the AIWW channel The applicant is proposing a major
modification of this permit to construct an upland basin residential manna connecting to
the pernutted dredged basin
The proposed manna (also excavated to -6' mean low water) will have 75 permanent boat
slips and a kayak launch area for use by subdivision property owners. No commercial
services such as fueling, haul out or boat repair and maintenance will be offered. An
adjacent amemty area will feature a community clubhouse and pool and shared parking
for both marina and associated amenities will be dispersed around the manna A 40' -wide
channel will extend from the marina to the Emmart basin The manna and connecting
channel will feature vertical bulkheading with an appropriate tie -back system The
Applicant, in cooperation (and under an executed easement) with the Emmart family, also
proposes to excavate the northwestern corner of the Emmart basin, construct a boat ramp
and a bulkhead on the western and southern sides of the basin, install vertical breakwater
structures and sheet pile jetties to help stabilize the remainder of the basin/outer channel
and limit the on -going shoreline erosion on the Emmart property The existing outer
channel markers will also be replaced and fitted with reflectors.
The water quality classification for the open water between the barner islands and the
mainland in this portion of Masonboro Sound is SA/ORW Class SA waters best usages
are listed as "shellfishing for market purposes and any other usage specified by the SB
and SC classification" ORW are Outstanding Resource Waters "which are unique and
special waters of exceptional state or national recreational or ecological significance
which require special protection to maintain existing uses ". RECEIVED
DCM WILMINGTON, NC
FEB 1 8 2094

The 404 wetlands have been delineated and approved on site with the Corps of Engineers
Regulatory staff The Coastal Wetland line was delineated and then reviewed by DCM
staff. The Normal High Water line was delineated with DCM staff. The Mean High
Water line was determined by the surveyor. All of these lines have been located by
survey and have been platted
For the marina entrance channel, basin corner excavation and boat ramp construction,
impacts to the volunteer fringing coastal wetlands within the man-made Emmart basin
will total 1,788 square feet (0 041 ac ) Impacts to relatively permanent waterbodies
(RPWs) within existing ditches on the property are associated with the construction of
roads /lot development and total 1,692 square feet (0.04 acres).
Mitigation for the above impacts is planned on -site A 4,051 square foot upland berm that
extends through the coastal wetlands has been identified for removal to match adjacent
wetland substrate elevations. Excavation equipment will operate from timber matting
where necessary to protect existing coastal wetland. The leveled area will be planted with
Spartina alterniflora at a two foot spacing. This will provide for a 2.27.1 coastal wetland
restoration area The existing small freshwater pond will be enlarged by 1,692 square
feet, matching adjacent depths to provide for a 1 1 replacement of impacted RPWs. In
addition, the existing culverted driveway ditch crossing will be removed, restoring a 171
square feet area of RPW
This parcel, New Hanover County ID number: R07600- 003 - 014 -000, is zoned R -15 and
will be developed under the R -15 performance residential zoning with an allowable
density is 2.5 units /acre. Current plans for the community include 159 detached single
family units with an integrated mix of active and passive open space. A network of
private roads with a dedicated pedestrian path along the main collector and boardwalk
around the marina will provide access to the marina, parking areas, and associated
amenities Stormwater for the project will be treated on site All treatment systems will be
permitted and installed in compliance with all local, state, and federal rules and
regulations. The COD resource line on the site is the flagged and surveyed coastal
wetland line as reviewed and approved by DCM staff All non -water dependent
components of the development will be built in compliance with the required 75' setback
from the COD resource line.
A Special Use Permit application to allow the community boating facility was submitted
to the New Hanover County Planning Department on October 10, 2013 On January 9,
2014, the County Planning Board voted to approve the Special Use Permit. The County
Commissioners voted to approve the Special Use Permit on February 3, 2014. By
granting the permit, the County is allowing the developer to construct the private
community boating facility for use by the residents of the proposed subdivision
On November 14, 2013, an inter- agency scoping meeting was held at the NCDENR
Wilmington office Following input and comments from the various agencies during the
meeting and further consultation with DCM, the Applicant made revisions to the p1MCEIVED
DC Ni WILMINGTON, NC
FEB 17 7014

that are included with this submittal. The three areas of concern that were addressed are
summarized below-
Coastal Wetlands
The original area of coastal wetland impacts resulting from the new upland basin
entrance channel and shoreline stabilization was 3,151 s.f. (0.07 ac ) The final revised
plan has avoided impacts to coastal wetlands on two sides of the Emmart basin by
moving the planned southern bulkhead landward and by moving the planned eastern
breakwater waterward of the coastal wetland fringe The resulting area of coastal wetland
impacts has been reduced to 1,788 s f. (0.041 ac.), which is a 43% reduction. The coastal
wetlands which have volunteered around the inside of the existing man-made Emmart
basin are fringing and intermittent in nature. Two coastal wetland fringe segments of
limited functional value are to be impacted. The segment to be excavated for the marina
entrance channel and boat ramp area totals 1,284 s.f and is composed primarily of a
narrow Spartan alternaflora fringe on a steep bank The 504 s f segment to be excavated
in front of the proposed western bulkhead features a narrow fringe of Spartana
alternaflora on a steep bank with a mixture of Spartana patens and Borrachaa frutescens
primarily in the upper portions of the steep bank in the southern portion of the segment
The substrate at the toe of the bank is largely covered with historic fill consisting of
bricks and other masonry materials.
Riprap Groin
The nprap groin along the northern side of the existing entrance channel was proposed in
order to minimize sediment accumulation within the channel and to reduce wave energy
across the channel The footprint of the proposed groin was 3,768 s f (0.087 ac.) The
groin has been eliminated on the revised plan and replaced with a vertical sheet pile jetty
wall. As a result there will be no nprap coverage of the Primary Nursery Area (PNA)
bottom
Basin Flushing
The southern coastline of North Carolina experiences much greater tidal amplitudes than
central or northern coastlines. The tidal range in the vicinity of the proposed marina is
approximately 4 feet In accordance with DCM rules, the marina basin will be excavated
to depths no deeper than connecting waters. In order to maximize water exchange and
support dissolved oxygen levels within the proposed manna basin, the plans have been
revised to show water depths tapering from -6' mlw to -5' mlw in the corners of the
basin. The new entrance channel depths to the proposed marina basin and the authorized
dredging depths within the existing Emmart basin and channel to the AIWW are -6' mlw.
The depth of the connecting AIWW channel in this location is approximately -14' mlw
In order to maintain basin flushing, the management entity (developer or future manna
owner association) will require that maintenance dredging be performed when measured
water depths anywhere within the authorized dredging area reach 4' mlw or shallower.
RECEIVED
DCM WILMINGTON, NC
FEB 17 2_014

DCM MP -1
APPLICATION for
Major Development
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Sel Property Investors, Llc
Project Name (if applicable)
Emmart's Landing Community Manna
Applicant 1 First Name
Mr D
MI
Last Name
Logan
Applicant 2 First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed
Mailing Address
60 Gregory Road, Suite 1
PO Box
City
Belvrlle
State
NC
ZIP
28451
Country
USA
Phone No
- - ext
FAX No
- -
Street Address (if different from above)
same as above
City
State
ZIP
-
Email
2. Agent/Contractor 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
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
same as above
-
Email
smorrison @lmgroup net
<Form continues on back>
RECEIVEU
DCM WILMINGTON, NC
FEB 17 2014
252 °606 -2606 e. 1- 388- 41RCOAST :. wwew .nnccoastalmaanwgemevnt.rnet

Form DCM MP -1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. - Project Location
County (can be multiple)
Street Address
State Rd #
New Hanover
Aqua Vista Drive
75 17 -acres
Subdivision Name
City
State
Zip
Emmart's Landing
Wilmington
NC
28409-
Phone No
Lot No (s) (d many, attach additional page with list)
N/A - - ext
159 lots proposed, , , ,
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
C-AIt FiA K
Masonboro Sound / AIWW
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
Masonboro Sound / AIWW
e Is proposed work within city limits or planning jurisdiction?
f If applicable, list the planning jurisdiction or city limit the proposed
❑Yes ®No
work falls within
How does local government zone the tract?
New Hanover County (outside City limits)
4. - Site Description
a
Total length of shoreline on the tract (ft )
b Size of entire tract (sq ft )
2,188 -Ift along MHW / approx 2,314 -Ift along NHW
75 17 -acres
c
Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
median range 0 2 -acre to 0 3 -acre,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
ranges from MHW to —25' MHW ❑NHW or ❑NWL
e
Vegetation on tract
Vegetation along the waterfront includes typical salt marsh vegetation Inland portions of the property are wooded and
contain typical upland species Portions of the tract are mowed or planted with crops, including a pecan grove
f
Man -made features and uses now on tract
A diked spoil disposal area along the waterfront, dirt access roads, formerly occupied homes, bam and accessory buildings
g
Identify and describe the existing land uses adjacent to the proposed project site
Residential
h
How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
Residential
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy ❑Yes ®No ❑NA
If yes, by whom?
I
Is the proposed project located in a National Registered Historic District or does it involve a []Yes ®No ❑NA
National Register listed or eligible property?
RECEWM
DCM WILMINGTON, NC
<Form continues on next page>
FEB 17 2014
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Form DCM MP -1 (Page 3 of 5)
APPLICATION for
Mayor Development Permit
m (i) Are there wetlands on the site*7 ®Yes [-]No
(n) Are there coastal wetlands on the site? ®Yes ❑No
(in) If yes to either (i) or (u) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n Describe existing wastewater treatment facilities
Any former homesites on the property utilized on -site septic systems Future wastewater treatment will be provided by Cape
Fear Water and Sewer Authority
o Describe existing drinking water supply source
Community system, also Cape Fear Water and Sewer Authority
p Describe existing storm water management or treatment systems
No existing stormwater management features or treatment systems exist on site
5. Activities and Impacts :
a Will the protect 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 protect when complete
The proposed upland basin marina will serve residents of the Emmarts Landing community and their guests
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
Typical construction equipment including excavators, pile drivers, dump trucks Equipment will be stored on upland portions
of property when not in use
d List all development activities you propose
Excavation of an upland basin and entrance channel for a 75 -slip community marina Maintenance dredging within the an
existing basin to the south and its existing open water channel, through which access will be provided to Masonboro Sound
and the AIWW Installation of new bulkhead, breakwaters, )ettys and boat ramp within the adjacent, existing basin to the
south Work within the AEC will also include future lots and house pads, installation of subdivision roads, a clubhouse pool,
poolhouse, and accessory buildings (canoe storage and a gazebo) and stormwater management features on proposed
waterfront lots
e Are the proposed activities maintenance of an existing project, new work, or both? New
f What is the approximate total disturbed land area resulting from the proposed project? —20 to be finalized by engineer and
SEC Plan ❑Sq Ft or
Acres
g Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h Describe location and type of existing and proposed discharges to waters of the state
No direct discharges to waters of the state exist, and none are proposed
i Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
Is there any mitigation proposed? ®Yes ❑No ❑N
b RECEIVED
If yes, attach a mitigation proposal CM WILMINGTON,
6 -Eb 17 2014
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NC

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 submitted in order for the application
package to be complete Items (a) — (f) are always applicable to any mayor 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 Adjacent to South (beyond Emmaus propertq) Masonboro Harbour HOA Phone No
Address 5248 Masonboro Harbour Drive, Wilmington, NC 28409 - -_
Name Adjacent to North UNCW Center for Marine Science Phone No
Address 5600 Marvin K Moss Lane, Wilmington, NC 28409 -3621
Name Adjacent to North Mathias Hun al Phone No _
Address 5330 Holt Road, Wilmington, NC,28409
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 # 24 -81, SEL Property Investors, LLC 12/13/2013
h Signed consultant or agent authorization form, if applicable
i Wetland delineation, if necessary
I 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 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
4,1 Print Name 6�tf
Signature
Please indicate application attachments pertaining to your proposed project
®DCM MP -2 Excavation and FIII Information ®DCM MP -5 Bridges and Culverts REC pCly IIGTOfti, NC
MP -3 Upland Development
®DCM MP -4 Structures Information i FR 17 2014
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Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
Describe below the purpose of proposed excavation and /or fill activities. All values should be given in feet.
1. EXCAVATION ❑This section not applicable
a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated
cubic yards From maintenance dredging- mixed sand and finer silts
5,466 cy
(i) Does the area to be excavated include coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
®CW 1,788 sgft ❑SAV ❑SB
❑WL []None
(n) Describe the purpose of the excavation in these areas
A sparse and narrow coastal marsh fringe along the existing
basin will be partially impacted from excavation of adjacent
upland to install new bulkheading and a new boat ramp
d High- ground excavation in cubic yards
82,826 cy for new upland basin and upland entrance
channel
6,098 cy upland excavation on property to south
— 300 cy for excavation of coastal marsh mitigation area
91,314 cy total
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a Location of disposal area b Dimensions of disposal area
Wet material will be placed in existing, diked spoil disposal
on site Dry material will be stored on site, and suitable
material will be used for grading and subdivision
development
Existing on -site spoil disposal area is approx 2acres
c (i) Do you claim title to disposal area? d (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA ❑Yes ®No ❑NA RECEIVED
(n) If no, attach a letter granting permission from the owner (u) if yes, where? DCM WILMINGTON, NC
F 2014
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Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL )
stabilization
Ex Channel
Upland
Jetties (2)
100'
sound to
Entrance
Upland
Length
mouth of ex
Channel to
Marina Basin
60
Coastal
basin
upland basin
338
Marsh
Mitigation
724
505
area 348'
Jetties (2) 2'
Coastal
Width
50
40
245
20
Marsh
Mitigation
area 12'
Avg. Existing
-4 MLW
+8 MLW
+16 5 MLW
+6 5 MLW
NA
NA
-4 MLW
Depth
Final Project
-6 MLW
-6 MLW
-6 MLW
-6 MLW
NA
NA
-6 MLW
Depth
1. EXCAVATION ❑This section not applicable
a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated
cubic yards From maintenance dredging- mixed sand and finer silts
5,466 cy
(i) Does the area to be excavated include coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
®CW 1,788 sgft ❑SAV ❑SB
❑WL []None
(n) Describe the purpose of the excavation in these areas
A sparse and narrow coastal marsh fringe along the existing
basin will be partially impacted from excavation of adjacent
upland to install new bulkheading and a new boat ramp
d High- ground excavation in cubic yards
82,826 cy for new upland basin and upland entrance
channel
6,098 cy upland excavation on property to south
— 300 cy for excavation of coastal marsh mitigation area
91,314 cy total
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a Location of disposal area b Dimensions of disposal area
Wet material will be placed in existing, diked spoil disposal
on site Dry material will be stored on site, and suitable
material will be used for grading and subdivision
development
Existing on -site spoil disposal area is approx 2acres
c (i) Do you claim title to disposal area? d (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA ❑Yes ®No ❑NA RECEIVED
(n) If no, attach a letter granting permission from the owner (u) if yes, where? DCM WILMINGTON, NC
F 2014
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Form ®CM NP-2 (Excavation and F1009 [Page 2 of 3)
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
(n) Describe the purpose of disposal in these areas
f (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(n) If yes, how much water area is affected?
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP -4 — Structures)
a Type of shoreline stabilization b Length New bulkhead in existing basin = a:iL itt New
®Bulkhead ❑Riprap ®Breakwater /Sill ❑Other breakwater in existing basin = 588 Ift Bulkhead for new
Breakwaters serving as shoreline stabilization with flow - through upland basin and upland entrance channel = 2,173 Ift
design Width 2'
c Average distance waterward of NHW or NWL All new bulkhead
for upland basin and existing basin will be installed above NHW
New bulkhead in existing basin will vary from 2' around existing
open water basin to 113' landward of NHW at area of upland
excavation for new basin at boat ramp Average distance landward
—10'
e Type of stabilization material
Steel, concrete, wood or vinyl bulkhead and breakwaters
g Number of square feet of fill to be placed below water level
Bulkhead backfill None Riprap
Breakwater /Sill No backfill Other
I Source of fill material
Per contractor
d Maximum distance waterward of NHW or NWL Breakwaters will
average about 5' waterward of NHW, with a maximum distance of
approximately 28' waterward of NHW at the mouth of the existing
basin
f (i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No ❑NA
(u) If yes, state amount of erosion and source of erosion amount
information
unknown amount
h Type of fill material
Clean fill sand for new bulkhead
4. OTHER FILL ACTIVITIES C] This section not applicable
(Excluding Shoreline Stabilization)
a (i) Will fill material be brought to the site? ❑Yes ®No [J NA b (i) Will fill material be placed in coastal wetlands /marsh (CW),
If yes,
(n) Amount of material to be placed in the water None
(w) Dimensions of fill area N/A
(iv) Purpose of fill
N/A
submerged aquatic vegetation (SAV), shell bottom (513), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL 1,692 sqft []None
(u) Describe the purpose of the fill in these areas
Waters of the US will be filled for road development and
installation of stormwater management features Waters of US
to be filled are ditch -like features that are jurisdictional RPWs
RECEIVED
DCK4 WILMINGTON,
FEB 17 2014
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Fom ®CAN MP-2 (Excavation and FlUB, Page 3 of 3)
15. 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)?
Measures per a state - approved Sedimentation and Erosion Control
Plan to be developed by protect engineers
c (i) Will navigational aids be required as a result of the protect?
®Yes ❑No ❑NA
(u) If yes, explain what type and how they will be implemented
Reflectors will be placed on the proposed jetties and channel
markers for navigation safety
2Z, /y
Date
Emmarts Landing Community Marina r
Protect Name
SEL Property Investors, LLC
Applicant Name
Applicant Signatdre
Excavators, backhoe, dumptruck, barge mounted excavator for
maintenance dredging Timber matting and bobcats for
coastal marsh restoration /mitigation area
d (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(u) If yes, explain steps that will be taken to avoid or minimize
environmental impacts
RECEIVED
DCM WILMINGTON, NC
17 ?014
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Form ®CM MP-3
UPLAND DEVELOPMENT
(Construction anal /or land disturbing activities)
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
I GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed
1 clubhouse building, pool with decking, 1
poolhouse/restroom building, 1 accessory budding or
covered gazebo, 1 building for pump station
c Density (give the number of residential units and the units per
acre)
159 lots/75 acres = 212 units /acre
If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land- disturbing
activity begins
(i) If applicable, has a sedimentation and erosion control plan been,
submitted to the Division of Land Resources?
[]Yes ®No ❑NA
(n) If yes, list the date submitted will be submitted by
Paramounte Engineering, project engineers
Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking
Less than 1 % in the 575' AEC, 4 5% In the future 75' AEC
yi Give the percentage of the entire tract to be covered by impervious
and /or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking
15 % for subdivision infrastructure
j Describe proposed method of sewage disposal
Disposal will be provided by the Cape Fear Water and
Sewer Authority A pump station will be constructed to
pump wastewater from the subdivision to the existing
sewer mains
I Describe location and type of proposed discharges to waters of the
state (e g , surface runoff, sanitary wastewater, Industrial/
commercial effluent, "wash down" and residential discharges)
No direct discharges to waters of the state are proposed
b Number of lots or parcels
159 single - family lots
d Size of area to be graded, filled, or disturbed including roads,
ditches, etc
— 20 acres, to be determined by project engineers and
sedimentation and erosion control plan
List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.,
Subdivision roads will be asphalt
n. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ❑No ❑NA
(Ii) If yes, list the date submitted Submitted by Paramounte
Engineering, project engineers
Have the facilities described in Item (i) received state or local
approval?
®Yes ❑No ❑NA
If yes, attach appropriate documentation /Oc../ gip+ r
RECEIVED
DGM WILMINGTON, NC
m Does the proposed project include an InnovatTV 111 1 Tt ,71014 design?
[]Yes ®No ❑NA
If yes, attach appropriate documentation
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i
1
i
'F
1
t
9
t
i
1
H
3
I
i
Form ®CM MP -3 (Upland Development, Page 2 of 2)
Stormwater runoff will be managed through measures
described in state - approved stormwater management
plan
m Describe proposed drinking water supply source (e g , well,
community, public system, etc )
Public system -Cape Fear Water and Sewer Authority
o: When was the lot(s) platted and recorded?
N/A - not an oceanfront parcel
Date 7
Emmart's Landing Community Marina
Project Name
SEL Property Investors, LLC
Applicant -
n (i) Will water be impounded? ❑Yes ®No ❑NA
(u) If yes, how many acres?
p If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes ❑No ❑NA
CE V F 117
-Cb "
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Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Mayor Permit, Form DCM MP -1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
1. DOCKING FACILITY /MARINA CHARACTERISTICS
a (i) Is the docking facility /marina
❑Commercial ❑Public/Government ®Private /Community
c (i) Dock(s) and /or pier(s)
(ii) Number 4 (Dock A. Dock B, Dock C, Dock D)
(iii) Length Please see MP -4 supplement
(iv) Width Please see MP -4 supplement
(v) Floating ®Yes ❑No
e (i) Are Platforms included? ❑Yes ®No
If yes
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
Note Roofed areas are calculated from dnphne dimensions
g (i) Number of slips proposed
75
(ii) Number of slips existing
0
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 30'
m (i) Will the facility have tie pilings?
®Yes []No
(ii) If yes number of tie pilings?
76
❑ This section not applicable
b (i) Will the facility be open to the general public?
❑Yes ®No
d (i) Are Finger Piers included? ®Yes ❑No
If yes
(ii) Number Please see MP -4 supplement
(iii) Length Please see MP -4 supplement
(iv) Width Please see MP-4 supplement
(v) Floating ®Yes ❑No
f (i) Are Boatlifts included? ❑Yes ®No
If yes
(ii) Number
(iii) Length
(iv) Width
h Check all the types of services to be provided
❑ Full service, including travel lift and /or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage ( "wet slips ") only, number of slips 75
❑ Dry storage, number of boats
® Boat ramp(s), number of boat ramps 1
❑ Other, please describe
I Describe the typical boats to be served (e g , open runabout,
charter boats, sail boats, mixed types)
mixed types
I (i) Will the facility be open to the general public?
❑Yes ®No
RECEIVED
DCM WILMINGTON, NC
FEB 17 2-014
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Fam OCH NP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY /MARINA OPERATIONS ❑This section not appbcable
a Check each of the following sanitary facilities that will be included in the proposed project
❑ Office Toilets
® Toilets for patrons, Number 2, Location Clubhouse
® Showers
® Boatholdmg tank pumpout, Give type and location Dock A, eastern end Fixed station
b Describe treatment type and disposal location for all sanitary wastewater
Public sewer- Cape Fear Water and Sewer Authority for associated bathrooms Stationary pump out on Dock A No overboard
discharge policy enforced by dockowners association
C Describe the disposal of solid waste, fish offal and trash
Trash bins and dumpsters at various locations
d How will overboard discharge of sewage from boats be controlled?
No overboard discharge policy
e (i) Give the location and number of "No Sewage Discharge" signs proposed
One sign located adjacent to marina pumpout (Dock A)
(i) Give the location and number of " Pumpout Available" signs proposed
One sign located adjacent to marina pumpout (Dock A)
f Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products
No maintenance activities
g Where will residue from vessel maintenance be disposed of?
No maintenance activities
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 service will be provided
What will be the marina policy on overnight and live- aboard dockage?
No live- aboard policy
k Describe design measures that promote boat basin flushing?
The corners of the proposed basin will be excavated to a -5' MLW depth The center of the basin and the connecting entrance
channel will excavated to a -6' MLW depth to promote flushing
I If this project is an expansion of an existing marina, what types of services are currently provided? RECEIVED
N /A- Existing Everett family basin is adjacent but off - property to the south DCM WILMINGTON, NC
�c 6 it g 2014
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Fairm ®CGS NF-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 Within existing basin to south- 1,788 sgft ❑SAV ❑SB
OWL ❑None
p Is the proposed manna/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
3. BOATHOUSE (including covered lifts) ®This section not appl►catile
a (i) Is the boathouse structure(s)
❑Commercial ❑Public/Government ❑Private /Community
(n) Number
(m) Length
(iv) Width
Note Roofed areas are calculated from dnphne dimensions
4. GROIN (e g, wood, sheetpile, etc - If a rock gran, use MP -2, Excavation and Fill) ❑ This section not applicable
a (i) Number 2- sheetpile lefties
(n) Length 100'
(in) Width 2'
5. BREAKWATER (e g , wood, sheetpile, etc) [],This- section not applicable -.
a Length 588 -ift (new breakwater in existing basin to south) b Average distance from NHW, NWL, or wetlands
Average 5' waterward of NHW
c Maximum distance beyond NHW, NWL or wetlands
—28' at mouth of existing basin at intersection with
proposed lefties
6. MOORING PILINGS and BUOYS z ❑This sechon not applicable
a Is the structure(s)
❑Commercial ❑Public/Government ❑Private /Community
c Distance to be placed beyond shoreline
Note This should be measured from marsh edge, if present
b Number
d Description of buoy (color, inscription, size, anchor, etc)
A dolphin and two buoys are proposed in the exlsitng
Emmart's basin adjacent the south These structures
are intended for navigation/ purposes only and will not
be used for mooring
RECEIVED
DCM W16MING; ON, NO-
e Arc of the swing FEB 1. 7 2014
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F11,1911 0C M 1111-11 Q31rocturres9 Page 4 of 4➢
7. GENERAL
a Proximity of structure(s) to adjacent riparian property lines
Jettys approximately 1,000 ft to adjacent property to north
and 150 ft to south
Note For buoy or moonng piling, use arc of swing including length
of vessel
c Width of water body
> 1000'
e (i) Will navigational aids be required as a result of the project?
®Yes ❑No ❑NA
(u) If yes, explain what type and how they will be implemented
Reflectors will be located on the proposed jetties along the
100' sections and on channel markers
b Proximity of structure(s) to adjacent docking facilities
More than 1,000 ft to north and 150 ft to south
d Water depth at waterward end of structure at NLW or NWL
-3 ' MLW
8. OTHER El This section not applicable
a Give complete description
Date 7
Emmart's Landing Community Marina
Project Name
SEL Property Investors, LLC
Applicant Name
Applicant Signature
RECEIVED
DCM WILMINGTON, NC
1 d ?_0141
252 - 808 -2808 :: 1l- 888- 4RC®A34 :: ewer -.ouccoastallma nagement -W revised: 92/27106

Emmarts Landing
DCM -MP4 Supplement 12/13/2013
1 Docking Facility /Marina Characteristics
c Dock(s) and /or Pier(s)
Structure
Len 2!h (ft)
Width (ft)
Dock A
185'
6'
Dock B
355'9"
6'
Dock C
237'
8'
Ton Dock C
73'
6'
Dock D
287'6"
6'
2
30'
3'611
See Figure 6 for labeling
d Are Finger Piers included?
See Figure 6 for labeling
kayak launch docks (between Docks A and B
RECEIVED
DCM WILMINGTON, NC
Quantity
Length (ft)
Width (ft)
Dock A
3
40'
4'6"
2
8'
2'
also 40' long oating slip divider w anchor spud
Dock B
2
30'
3'611
6
34'
3'6"
1
34'
4'6"
1
40'
4'6"
Dock C
2
30'
3'6"
5
34'
3' 6"
2
25'
3'6'
6
29'
3' 6"
Dock D
2
20'6"
2' 6"
8
25'
2' 6"
See Figure 6 for labeling
kayak launch docks (between Docks A and B
RECEIVED
DCM WILMINGTON, NC

Form DCM MP-5
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
1. BRIDGES ®This section not applicable
a Is the proposed badge
❑Commercial ❑Public/Government ❑Private /Community
c Type of bridge (construction material)
b Water body to be crossed by bridge
d Water depth at the proposed crossing at NLW or NWL
e (i) Will proposed bridge replace an existing bridge? ❑Yes ❑No f
If yes,
(u) Length of existing bridge
(w) Width of existing bridge
(w) Navigation clearance underneath existing bridge
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
9 Length of proposed bridge
(i) Will proposed bridge replace an existing culvert? ❑Yes ❑No
If yes,
(u) Length of existing culvert
(iii) Width of existing culvert
(iv) Height of the top of the existing culvert above the NHW or
NWL
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h Width of proposed bridge
I Will the proposed bridge affect existing water flow? ❑Yes ❑No
If yes, explain
k Navigation clearance underneath proposed bridge I
Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ❑No
If yes, explain
Have you contacted the U S Coast Guard concerning their
approval? ❑Yes []No
If yes, explain
m Will the proposed bridge cross wetlands containing no navigable n Height of proposed bridge above wetlands
waters? ❑Yes [--]No
If yes, explain
2. CULVERTS El This section not applicable
a Number of culverts proposed 3 Total - 2 replacement culverts
at existing basin to south and 1 new culvert for RPW
crossing
b Water body in which the culvert is to be placed
New culvert will be installed in an un -named relatively
permanent water (RPW) Replacement culverts will be
along existing basin to the south which connects to
Masonboro Sound RECEIVED
GEQ1i721114
252- 606.2608 :: 1- 88BA68COAST :: www.nccoasta0manaaement.net revised: 10/26106

FoirfTt339 BMW F P_S (Brrildges and CuOvevtts, Page 2 of 4)
c Type of culvert (construction material)
All three pipes will be reinforced concrete
d (i) Will proposed culvert replace an existing bridge?
< Form continues on back>
❑Yes ®No
If yes,
(u) Length of existing bridge
(w) Width of existing bridge
(m) Navigation clearance underneath existing bridge _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f Length of proposed culvert New culvert proposed in RPW =
70' long
h Height of the top of the proposed culvert above the NHW or NWL
New culvert proposed in RPW, at an elevation
approximately 15' above NHW
Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ®No
If yes, explain
e (i) Will proposed culvert replace an existing culvert?
®Yes ❑No
If yes,
(u) Length of existing culvert(s) Existing culvert at north
end of existing basin is approx 36'
Existing culvert at western side of basin is approx 30'
(m) Width of existing culvert(s) Existing culvert at north end
of existing basin is approx 15"
Existing culvert at western side of basin is approx 15"
(iv) Height of the top of the existing culvert above the NHW or
NWL Replacement culvert at north end of existing
basin will be at 142 MHW
Replacement culvert at western end of existing basin
will be at 142 MHW
(v) Will all, or a part of, the existing culvert be removed?
(Explain) Both existing culverts will be removed
9 Width of proposed culvert New culvert proposed in RPW =
18" wide
I Depth of culvert to be buried below existing bottom contour
New culvert proposed in RPW, minimum 1' below road
grade
k Will the proposed culvert affect existing water flow?
If yes, explain
❑Yes ®No
3. EXCAVATION and FILL _❑This section not applicable
a (Q Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ®No
If yes,
(u) Avg length of area to be excavated Both replacement
culverts at the exlstina basin will be placed above MHW
with center of culvert at elevation 1 42 MHW
(in) Avg width of area to be excavated N/A
(iv) Avg depth of area to be excavated N/A
(v) Amount of material to be excavated in cubic yards N/A
b (i) Will the placement of the proposed bridge or culvert require any
excavation within 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 253 ❑None
(u) Describe the purpose of the excavation in these areas
The proposed (new) culvert to be placed In an RPW will
Impact 253 sq ft of the RPW to provide a road crossing
for new roads within the subdivision RECEIVED
DGM WII netnlnTON NC
R 7 M4
252 - 808 -25 05 :: 9 -688- 4RCOAST : www.nccoostalmonanoment.net revised: 10/26/06

F®Em OCH/ fiv9 F-5 (Bridges and Cu0vevts9 Page 3 of 4)
C
d
(i) Will the placement of the proposed bridge or culvert require any
high- ground excavation? ❑Yes NNo
If yes,
(n) Avg length of area to be excavated N/A
(m) Avg width of area to be excavated N/A
(iv) Avg depth of area to be excavated N/A
(v) Amount of material to be excavated in cubic yards N/A
If the placement of the bridge or culvert involves any excavation, please complete the following
(Q Location of the spoil disposal area N/A
(n) Dimensions of the spoil disposal area
(m) Do you claim title to the disposal area? ❑Yes ❑No (If no, attach a letter granting permission from the owner)
(iv) Will the disposal area be available for future maintenance? ❑Yes ❑No
(v) Does the disposal area include any coastal wetlands /marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV ❑WL ❑SB ❑None
If any boxes are checked, give dimensions if different from (n) above
(vi) Does the disposal area include any area below the NHW or NWL? ? ❑Yes ❑No
If yes, give dimensions if different from (u) above
e (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? []Yes NNo
If yes,
(it) Avg length of area to be filled N/A
(m) Avg width of area to be filled N/A
(iv) Purpose of fill N/A
g (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high- ground? ❑Yes []No
If yes,
(it) Avg length of area to be filled
(m) Avg width of area to be filled
(iv) Purpose of fill
f (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands /marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected
❑CW ❑SAV ❑SB
❑WL NNone
(n) Describe the purpose of the excavation in these areas
Excavation within RPW described in 3 b (n)
a Will the proposed project require the relocation of any existing b Will the proposed project require the construction of any temporary
utility lines? []Yes NNo detour structures? ❑Yes ZNo
If yes, explain If yes, explain DCM WILMINGTON, NC
r FEB
d ?014
2552 - 808 -2806 :: 1- 888- 4RC®AS7 :: vaww .unec®astallmananement.une4 revised: 10/26/06

FOM BCH IWP =5 (Bridges and CuOveorts, Page 4 of 4)
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification
< Form continues on back>
c Will the proposed project require any work channels? d How will excavated or fill material be kept on site and erosion
❑Yes ®No controlled?
If yes, complete Form DCM -MP -2 Installation of the replacement and new culverts will follow
all applicable measures outlined within the state
approved in the sedimentation and erosion control plan
e What type of construction equipment will be used (for example, f Will wetlands be crossed in transporting equipment to project site?
dragline, backhoe, or hydraulic dredge)
❑Yes ®No
Backhoe for installation of culverts If yes, explain steps that will be taken to avoid or minimize
environmental impacts
g Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ❑Yes ®No
If yes, complete form MP -2, Section 3 for Shoreline
Stabilization only
Date
Emmart's Landing- Commumty,Manna �- -
Project Name - T
SEL Property Investors, LLC
Applicant Name -
Applicant Signature "
RECEIVED
DCM WILMINGTON, NC
FEB 2014
252 - 808 -29BOO :: 1- 688- 4RCOlaS T :: www.nccoasta0managiement.net revisedl: 10 /26/06

c /
ro
\ yO�7'
/ °q0. /
PRr�A ,
/ r
© O \ A CFSS
,�SFMFM'
O4 � ° ®
2 O
03 Q O O
Q ® ° 0 / Coastal Shoreline AEC Limit /
O o O (NCDENR ORW Limit) /
Q O O Q ® © ® /
° o o -
o
Adjacent to North /
Q P oposed UNCW Center for Manne Science
©
® © ump Station / / ZD
Q ° Q / Adjacent to North /
® ° I ° State of North Carolina
° o
qz Adjacent to North
\ ® ° Mathias Hunoval /
O
NeORO H © © O °© O O O O
r posed Clubhouse
i O m
Proposed POOI t/
`
Proposed Impact Proposed Poolhouse
% co
"Waters of US" / RPW �' o
Proposed 75 -slip r a Q/ s� ca
p� Upland =Manna Basin / Q �/
Upland Excavation (add property to S) REB I A 2014
Maintenance Excavation
For Environmental Permitting Only Site Plan and Base Survey Provided by 0 150 300 600
Not for construction Paramounte Engineering, Wilmington, NC Emm
4
(2 -ac)
Proposed Impact z/
/
Zs'
,�,�,�
Coastal Marsh
Le end
�—
J�
Proposed Upland`
Entrance Channel
/
e �
.°
{ ~�a
Ex Basin and /
Property Line
M -.-
(40' wide x 505') Owner Mauna: and ��'�"
PetnaaEmmad ,�'
Entrance Channel /
"Waters of the US "- 404 Wetlands
HgRe
/
"Waters of the US" - Coastal Marsh
wFr wFr
_ _ �
°URQ
R
\,� Adjacent to South
Aqua Vista Farms LLCand
/ l
Prop Os /
i
I1,,,,�4aunceS Emmertir Trustee r
�� Main te ance Dredging /
Ex Coastal Shoreline AEC Limit
E
— — —
Masoentrosourn /1
Masonboro
Harbour HOA 1
4'
/
Normal High Water
RECEIVED
Upland Excavation (on-site)
F V
DCM WILMINGTON, NC
Upland Excavation (add property to S) REB I A 2014
Maintenance Excavation
For Environmental Permitting Only Site Plan and Base Survey Provided by 0 150 300 600
Not for construction Paramounte Engineering, Wilmington, NC Emm
4

044 4P #4
I
Coastal Shoreline AEC Limit
(NCDENR ORW Limit)
0
e
0
Property Line / MHW
Coastal Shoreline /
Buffer 7 /
NHW
575' Coastal Shoreline AEC
�. Limit (NCDENR ORW Limit;
Legend", \ 30' Coastal Shoreline Buffer
Property Line -
"Waters of the US% 404 Wetlands „
"Waters of the US" - Coastal Marsh Ez _ �M- Existing 575' AEC Area = 4 55 acres
' E R d 275 ft
New Hanover Co Conservation
Resource Setback (Marsh) COD
Ex Coastal Shoreline 575' AEC Limit — — —
Future Coastal Shoreline 75 AEC Limit — •-- -----
Normal High Water --
Ex 30' Coastal Shoreline Buffer
Future 30' Coastal Shoreline Buffer - - -
Proposed Impervious Cover in AEC
0 100 200 400
nni- 12013 CAMA FILES102- 13-096 — Emmarts Landing D Lc
Impervious Cover in 575 A C — , oa s — sq
Impervious Cover in 575' AEC, Accessory Bldg = 146 sq ft
Total Proposed Impervious Cover wh AEC = 421 sq ft
Impervious in 575 AEC = less than 1 %
Future 75' AEC Area = 2 97 acres
Impervious Cover in 75 AEC, Clubhouse Area = 5,798 sq ft
Impervious in Future 75' AEC = 4 5 %
REC0VED
DCM WILMINGTON, NI
FEB 2 4 2014
Site Plan and Base Survey Provided by
Paramounte Engineering, Wilmington, NC
For Environmental Permitting Only
Not for construction

•"y8 21V �
Fs`a' Mt.? Mt, s w
F ure 30' Coast Mv�
Mss horeline Buffer
ES`S7 cP
Woo
Fs oardwaan
B QD GZ
Coastal Shoreline AEC Limit
Bulkhead 3 ; (NCDENR ORW Limit)
3
Future 75' Co I (7
Shoreline AEC Limit
_ Ex Spoil /
/ `N Disposal Area
'
1-30 dge depth) r� °J, , (see Sheets 9 -11) IF
s 0
Q 8 O s —� � / 7d ♦ »1JOii
J \ /
9
Clubhouse ���;; °r 1 Q -6'
ES 6p r °y ' °O (MLW O O
E` { dredge O 0 a IF , ( r
MVg 'fi K (D depth) O
Pool O O i It
_ O Fy
oo Deck O x
esss Pool ouse/ �
Re rooms O O O O O "'8
IF
M� To Wooden
' _ \
fl
Sheets 23 -26 for Boardwalk
Club h and Poolhou -6' O M•g / 3�. /
Elevations Wood Deck (Madg 01 e Q I S / /,{
• O J O O O depth)
' Q
` ♦. Sldewalk/Patio - O O r211 � M ' wws J / r/
Building – _ �_- ®.
pr?
t- I
Legend
Property Line - - ♦ RO ` \ 1 M NHw
T ♦ `� K at Existing Basin
"Waters of the US "- 404 Wetlands ZZ � ■ ' ♦ o °
wEr wET ` ' o°
� RECEIVED
"Waters of the US" - Coastal Marsh �� s _ o ♦s a DCM WILMINGTON, NC
a
Proposed Bulkhead ®�°
New Hanover Co Conservation p ■ ♦ � 00000
F � � 2014
Resource Setback (Marsh) coD Upland Bas) ' If MLW o i -F
Ex Coastal Shoreline 575' AEC Limit — — — Shellfish Closure Limit ��,E ,'
(325') AD
Future Coastal Shoreline 75' AEC Limit — ... — ... — / 1
Normal High Water Site Plan and Base Survey Provided by
� I
Paramounte Engineering, Wilmington, NC Project Emmart's Landin Date Revision Date
Ex 30' Coastal Shoreline Buffer For Environmental Permitting Only LMG g 12/13/2013 2/11/2014
LAND MANAGEMENT GROW u< Community Marina Scale Job Number
Future 30' Coastal Shoreline Buffer - - - Not for construction En— onmentolco u,t-ts
Title 1" =100' 02 -13 -096
0 50 100 200 3805 Wnghtsville Ave. Suite 15 Proposed Upland Drawn By Figure
Wilmington North Carolina 28403 5 of 26
Telephone [phone] Marina Basin and Channel
L \CAMA\2013 CAMA FILES \02 -13 -096 — Emmarts Landing D Logan\ ACAMCAMA _Master_2_2014_Resubmittal dwg

Future 30';Coastal r - Wooden
Shore[ i a Buffer ' - ' - - _ Boardwalk
• 1-30 =-
Wooden 1
O
Boardwalk 1 O
I zfK
■ r � O
1
I � O
-
3
;rx` 11
R
y� 12
YM13"
O
14
Bulkhea`
15
e
xJ''L` pr 1s
17
1s
20
23 s
24
25 4,
27
Vet'
- a?
n; -
30
s
45
2) 2' x' 8' Floating Fingers
1a with Aluminum Grab Bar
�LOATING 0' LONG
SLIP
DIVIDER
rrr
YAK ,se with spud anchor
ANNC 7o
ARE 71 72
r 7- Future 30' Coastal
Shoreline Buffer
Legend
Coastal Shoreline Buffer --- - - - - --
Proposed Bulkhead
75' Coastal Shoreline AEC °••• —•••—
1
39
40
43
51
5
52
C
53
::)6 O
55
56
57
se
ss
so Yy
61
s2 U
63
O
ss a
r
66
67
68
69
Bulkhead
75
F AREA
U
111
a�� I
� 1
rq 1
1
1
1
I
1
I
I
Boardwalk
Future 30' 1
1 Coastal /
1 Shoreline •
Buffer /
1 ■
1
a
e �
■ 1
Future 30foastal r
Shoreli Buffer
■
■ ►
1 I'
I /
e I
• 1
1
1 '
1
•o=
N
bite Tian and Base Survey rruvluuu uy
Paramounte Engineering, Wilmington, NC
Floating Docks
Dock Layout Provided by Bellingham Marine
,t�,�.� �,mi..,,�,,.,>'x�
For Environmental Permitting Only
Not for construction
Wooden Boardwalk 0 25 50 100
- - Wooden
Boardwalk
34� L
35,
:2a�-
30'4,
Bulkhead
X245, - ' -
W L"
1--30,
-
depth)
25'
-61
(MLW
dredge
depth)
1-34'-
!
35' 8
K
30 4'
�6V
25,
`
rC
2s'-
29,--1
ii
Y'
i`
35,
I
25,
26,
2177'
52 7'r
` 40'
451 044 2 -�
to f-._ 33' -6�
34'��
4 (MLW
r 5,
�y dredge
depth)
33' /3
208 4' _
Future 30' Coastal
Shoreline Buffer
7
o�
_ r
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6 ► /
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338 4 ''
e
1 1
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toy
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I
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1 /
1
Future 3C `•
Coastal
Shoreline
\uffer
32
48
a z _
49
50
2) 2' x' 8' Floating Fingers
1a with Aluminum Grab Bar
�LOATING 0' LONG
SLIP
DIVIDER
rrr
YAK ,se with spud anchor
ANNC 7o
ARE 71 72
r 7- Future 30' Coastal
Shoreline Buffer
Legend
Coastal Shoreline Buffer --- - - - - --
Proposed Bulkhead
75' Coastal Shoreline AEC °••• —•••—
1
39
40
43
51
5
52
C
53
::)6 O
55
56
57
se
ss
so Yy
61
s2 U
63
O
ss a
r
66
67
68
69
Bulkhead
75
F AREA
U
111
a�� I
� 1
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1
1
1
I
1
I
I
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Future 30' 1
1 Coastal /
1 Shoreline •
Buffer /
1 ■
1
a
e �
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Shoreli Buffer
■
■ ►
1 I'
I /
e I
• 1
1
1 '
1
•o=
N
bite Tian and Base Survey rruvluuu uy
Paramounte Engineering, Wilmington, NC
Floating Docks
Dock Layout Provided by Bellingham Marine
,t�,�.� �,mi..,,�,,.,>'x�
For Environmental Permitting Only
Not for construction
Wooden Boardwalk 0 25 50 100
- - Wooden
Boardwalk
34� L
35,
:2a�-
30'4,
Bulkhead
X245, - ' -
W L"
1--30,
-
depth)
25'
-61
(MLW
dredge
depth)
1-34'-
!
35' 8
K
30 4'
�6V
25,
`
rC
2s'-
29,--1
ii
Y'
i`
35,
I
25,
26,
2177'
52 7'r
` 40'
451 044 2 -�
to f-._ 33' -6�
34'��
4 (MLW
r 5,
�y dredge
depth)
33' /3
208 4' _
Future 30' Coastal
Shoreline Buffer
7
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6 ► /
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338 4 ''
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Coastal
Shoreline
\uffer

S -
N� N G
N PROPOSED UPLAND EXCAVATION
1 Ci Ex Diked
Spoil Disposal Area
(see Sheets 9 -11 t
for volume)
' 1
y 3iu
Proposed Upland /
Excavation 2 48 -ac
(to existing NHW
at existing basin) I
9u.'4•.4 g rI
we ■ ®® .® .x ate' -�
B
Final Depth = B
-6' MLW
See Sheet 8 f
Cross Sections A,B
See Sheet 13
for Boat Ramp Section MLW
Note Upland elevations Proposed Upland
Excavation 0 3 -ac
relative to MSL m g�
(on adjacent property
above NHW) �y
Final Depth =
-6' MLW 6�
Site Plan and Base Survey Provided by DCM WILMINGTON,
_ - Paramounte Engineering, Wilmington, NC
Upland Excavation (on -site) 2 48 -ac 4��.� a ��,.:.� FEB I ?(};ct
For Environmental Permitting Only 0 60 120 240
Upland Excavation (add property to S) 0 3 -ac Not for construction
�1
7
's
PROPOSED EXCAVATION BELOW NHW
i
See Sheet 8
Cross Section B
Nlk
,
,
I
Proposed Maintenance
Excavation 1 69 -ac
Final Depth of -6' MLW
Note Elevations below NHW
relative to MLLW Final dredge
depth will be -6' MLW MLW is 0 15'
above the MLLW elevations shown
Maintenance Excavation
Below NHW in Existing Basin and
within Existing Access Channel
1 69 -ac
U/
J/
/ m
' / U
/
Ex -6' MLLW

Cross Section A -A'
oen
Wooden
Boardwalk
Boardwalk
Upland Marina Basin Excavation
(elevation and depth
(elevation and depth
to be determined by contractor)
Coastal
to be determined by contractor)
Bulkhead
Bulkhead
Sh oreline Buffer
Shoreline
30' Coastal
(Height and depth to be
(Height and depth to be
determined by contractor)
Shoreline Buffer
determined by contractor)
Proposed docks not shown to maintain
�
clarity of excavation volume
A,'
A
N
20
20
18
18
16
00
CD
14
14
12 r
Z 18
10
8 Z
J g
N 4
4 0
2 _ _ —
0
_ — — _ —
— _
-2
4
-
-4
.6
-8
- - -
- - -10
0 +00
0 +50 1 +00
1 +50 2 +00 2 +50 3 +00 3 +50
Upland Excavation
Grade
Bayo d Bulkhead
Final Grade
Beyond Bulkhead
y
Hatched Area
{ `
�
Proposed Bottom and Erosion nCo'ntrol Plan
per Sedimentation
Plan
proposed Bottom (Avg depth 22')
Upland Basin Area = 2 acres Upland Entrance Channel (not shown)
- 6 MLW
and Erosion Control
- 6' MLW Average change in elevation = 22' Area = 0 48 acres
Note Corners of basin (not shown) will be Excavation for Upland Basin = 71,480 cy Average change in elevation = 14 5'
Excavation for Upland Entrance Channel = 11,346 cy
T(e -back system not shown
dredged to final depth of -5' MLW to promote flushing
Cross Section B - B'
Upland Excavation Existing Basin
Future
and Maintenance Dredging Proposed Coastal
30' Coastal
Breakwater Marsh
(to remain)
Shoreline Buffer
(Height and depth to be
Coastal
NHW
Proposed Bulkhead
NHW determined by contractor)
Ex Basin
( )
(Height and depth to be
(Ex Basin) Marsh
determined by contractor)
Excavation
i
12
12
10
8
10
B
6
4
6
2 r
J 2
0 C
<
O
-4
8
0 +00
0 +50 1 +00 1 +50 2 +00 2 +50
3 +00
Proposed Bottom
Proposed Bottom Upland
Excavation
Maintenance Dredging - 6' MLW
- 6' MLW
Hatched Area Cross Hatched Area
Tie -back system not shown
RECEIVED
DCM WILMINGTON, NC
Project
Emmarts , Landing
Date
12/13/2013
Revision Date
2/11/2014
FEB
LM
LAND GMEnt N.GROUPWG
fnvfronmenfal Co h-ft
Community Marina
Scale 1 -25'
Job N 02ber 096
Title
�0�
0 125 25 50
3805 Wrightsville Ave, Suite 15
Excavation
Drawn By
Figure
For Environmental Permitting
Only
iiiiiii
Wilmington, North Carolina 28403
Cross Sections
8 of 26
Not an engineered or surveyed
drawing Not for
construction
0- 452-
Telephone [phone]
11cAMAt2013 LAMA FIr.FSt02 -13 -096 — Emmarts Landino. 0 Logan\ ACAD
\CAMA_Master_2_2014_Resubmittal dwg

Emmart's Landing
Disposal Area Reconstruction
New Hanover County, North Carolina
Disposal Area Capacity Calculation and Design
Masonboro Harbor
February 4, 2014
U N Cw
CMS
TI o a sta l
�l
T/ coastal Services, Inc.
P.O. Hax 110M
N'"—fffon, MC2946W
910.513.3095
This cross section was provided by TI Coastal Services Inc. for the
purposes of CAMA permitting only and is not for construction.
RECEIVED
DCM WILMINGTON, NC
LMG
LAND MANAGEMENT GROUP ac
En vironmenfal Consultants
3805 Wrightsville Ave., Suite 15
Wilmington, North Carolina 28403
Te leoho ne: 910 -452 -0001
Project Date Revision uate:
CAMA Major Permit Application 2/11/2014
Emmart's Landing Community Marina Scale: Job Number
Title 02 -13 -096
On -Site Spoil Disposal Area Drawn By Figure
TI Coastal g of 26
Aerial

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Scale 1- = 50' Horiz I- = 5 Vert Datum NAVD88
Project
CAMA Mayor Permit Application
Emmart's Landing Community Marina
Date
2/11/2014
Revision Date
scale
Job Number
02 -13 -096
Title
On -Site Spoil Disposal Area
Cross Sections
Drawn By
I TI Coastal
Figure
11 of 26
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15 15
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RECEIVED
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L
tigNN� qR�t�
-6'
MLW
wide
Launching Pier
Proposed
Boat Ramp
30' Coastal
Shoreline Buffer
/—�
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(432 -Ift)
wE> �
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Ex Pipe
to be replaced
(see Sheet 21)
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Driveway
Ex
Retaining Wall
0
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(end)
{
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-
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A
- !
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a Proposed Jetty
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�/ (solid sheet pile)
"Waters of the US" - Coastal Marsh WET WET /
Normal High Water HW— MW I / Proposed
30' Coastal Shoreline Buffer Dolphin
Proposed Coastal Marsh Impact Area
Site Plan and Base Survey Provided by
Paramounte Engineering, Wilmington, NC
For Environmental Permitting Only
Not for construction
0 25 50 100 I 3805 Wrightsville Ave,
Wilmington, North Carol
Telephone 910 -45:
%2013 CAMA FILES02 -13 -096 -- Emmarts Landinq, D LoganWCAD%CAMA Master 2 2014 Resubmittal dwq

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purposes of CAMA permitting only and is not for construction.
® GO
RECEIVED
a ON
DCM WILMINGTON, qe
N
Project
Date Revision Date
i
r�
-E 17 2014
LMG CAMA Mayor Permit Application
2/11/2014
tAND MANAGEMENT GROUP mc Emmart's Landing Community Marina
Scale Job Number
Envrronmen ral Conculronrr
Title
3805 Wrightsville Ave Suite 15 Proposed Boat Ramp
02 -13 -096
Drawn By
+ i
,
Wilmington, North Carolina 28403
Telephone [phone] Cross Section
JRure
Andrew Consulting PE 13 of 26

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RECEIVED
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FFB 1 2014
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ELEV. _ —8,
(ELEV. _ —6
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purposes of CAMA permitting only and is not for construction
ELEVATION a
/r - + -o DS -02
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CAMA Mayor Permit Application 2/11/2014
Emmart's Landing Community Marina Scale
itle 02 -13 -096
Proposed Breakwater Drawn By Figure
Cross Section Andrew Consulting PE 15 of 26
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Legend
MET NET
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Coastal Marsh Mitigation Area
New Hanover Co Conservation
Resource Setback (Marsh) Coo
Coastal Shoreline 575' AEC Limit
Coastal Shoreline 75' AEC Limit - - -
Normal High Water -
30' Coastal Shoreline Buffer
Site Plan and Base Survey Provided by
Paramounte Engineering, Wilmington, NC
For Environmental Permitting Only
Not for construction
0 30 60 120
\2013 CAMA FILES \02 -13 096 — Emmarts Landma. D L
17
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m Marsh Excavation /Fill
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253 sq ft
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"Waters of the US" ZZ zZZZ
"Waters of the US" / RPW Impact Areas
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Site Plan and Base Survey Provided by
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For Environmental Permitting Only
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LAND MANAORMRNT GROUP m-
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1,692 sq ft
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(MAM ator Pe atio
Emma Landing Community Marina
Date /21/ 14
Revision Date
Scale
Job Number
02 -13 -096
Title
Utilities OVeIVIeW
I Il
RECEIVED I
' 1
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Emma Landing Community Marina
Date /21/ 14
Revision Date
Scale
Job Number
02 -13 -096
Title
Utilities OVeIVIeW
DI rawn By
Paramounte PE
Figure
18 of 26
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GRAPHIC SCALE
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I 601
RECEIVED SECTION B-g
DCM WILMINGTON, NC NOT TO SCALE
FR 17 2014
72"
36"
SEE SITE PLAN
10' MAX
DS
ALL POSTS TO BE
SET IN CONCRETE 10"
TYPICAL CHAIN LINK FENCE
NOT TO SCALE
NOTE
ADD 3 STRANDS OF BARB
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FENCE (SEE SPECS)
72"
36'
SLOPES =31
4
14 MINIMUM
SEE SITE PLAN
r WIRE FABRIC
45 FT RAN
3 4 2 5' 2 22 PAVEMENT WIDTH 2 95
I I
Project
CAMA Mayor Permit Application
Date
2/11/2014
Revision Date
Emmart's Landing Community Marina
Scale —
Job Number
I
02 -13 -096
Title
Pump Station and
Utilities
Drawn By
Paramounte PE
Figure
19 of 26
I 1/4' PER FT 1/4" PER FT
TRUSSES
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CEMAIN
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LEGEND
M=� PROPOSED RCP PIPE
Project
Date
Revision Date
CAMA Mayor Permit Application
2/11/2014
Emmart's Landing Community Marina
Scale
166 Number
02 -13 -096
Title
Fill in Waters of US - RPW
Cross Section
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Figure
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PEJ JOSI 13146 PE

PROPO ED BULKHEAD
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15" RCP PIPE
(30' LENGTH)
13 -� i
A ( A'
P RTY LINE
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BEGINNING OF WETLANDS
V MINIMUM SEPERATION
PROPOSED BULK HEAD
EXISTING GROUND EXISTING GRAVEL DRIVE
15" RCP PIPE
A (30' LENGTH) A' RECEIVED
MEAN HIGH WATER 0CM WILMINGTON NC
ELEV (1 42') FEB 2 5 2014
MEAN LOWER LOW WATER
ELEV ( -2 50') CROSS SECTM VillTli CUL.VEiT (A - A')
NOT TO SCALE
LEGEND
> ®® PROPOSED RCP PIPE
Project
CAMA Mayor Permit Application
Emmart's Landing Community Marina
Date 2/21/2014
Revision Date
Scale 'lob
NumBer
02 -13 -096
Title
Utility Cross Section
Drawn By
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Figure
21 of 26
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PEI JOB# 13146 PE

30'CAMA BUFFER
PROPOSED WALK WAY
OPOSED LK HEAD 15� RCP PIP 13M
bA
ill ~mr
SCALE 1"=20'
PROPOSED BULK HEAD
EXISTING GROUND
MEAN HIGH WATER
MEAN LOWER LOW WATER
LEGEND�
mcnmm=m��mciiiiI PROPOSED RCP PIPE
Project Date
CAMA Major Permit Application 2/11/2014
Emmart's Landing Community Marina Scale
Title
Utflitv Cross Section Drawn By
)n Date
imber�~
o2'1u'one
Poramo moPs U uuofus
ROPOSED WOODEN BOARDWALK
�15" RCPP|PE
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MEAN LOWER LOW WATER
'
NOT roSCALE '
RECEIVED
DCYN WILMINGTON, NC
FEB 112014
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EDE WILMINGsTON NC 28403
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FEB 1 16 20141

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Wa.MINGTON, NC 28403
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LMG
LAN. MANAGEMENT GROUP uc
Envr.onmenrol Conzulranrs
3805 Wrightsville Ave, Suite 15
Wilmington North Carolina 28403
Telephone 910 - 452 -0001
EMMAws LANDING- POOLHOUSE
S CALE 1 "= 10'
JANUARY 15, 2013
- CAMA Mayor Permit Application
Emmart's Landing Community Marina
itle Proposed Poolhouse
Floor Plan
Date
RECEIVED
DCM WILMINGTON, NC
Fr-D 17 2014,
2/11/2014
02 -13 -096
'awn By Figure
Cothran Harris Arch 1 25 of 26

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VIDN WILMINGTON NC 28403 JANUARY 15, 2014 DCM WILMINGTON, NC
c
FIFB 1i 7 7414
Project Date Revision Date
This cross section was provided by Cothran Harris Architecture for the LMG
CAMA Mayor Permit Application 2/11/2014
LAND MANAGEMENT GROUP, Emmart's Landing Community Marina Scale Job Number
purposes of CAMA permitting only and is not for construction _ E - -a — .1.1C- 1.11^^11 02 -13 -096
Title
3805 Wrightsville Ave, Suite 15 Proposed Poolhouse Drawn By Figure
Wilmington North Carolina 28403 Cothran Harris Arch 26 of 26
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`.
VIDN WILMINGTON NC 28403 JANUARY 15, 2014 DCM WILMINGTON, NC
c
FIFB 1i 7 7414
Project Date Revision Date
This cross section was provided by Cothran Harris Architecture for the LMG
CAMA Mayor Permit Application 2/11/2014
LAND MANAGEMENT GROUP, Emmart's Landing Community Marina Scale Job Number
purposes of CAMA permitting only and is not for construction _ E - -a — .1.1C- 1.11^^11 02 -13 -096
Title
3805 Wrightsville Ave, Suite 15 Proposed Poolhouse Drawn By Figure
Wilmington North Carolina 28403 Cothran Harris Arch 26 of 26
Telephone 910 - 452-0001 Elevations
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SURVEYORS CERTIFICATION
I DAVID M EDWARDS PLS HEREBY CERTIFY THAT THE WETLAND AREAS SHOWN ON THIS .CFA'
MAP WERE SURVEYED AND PLOTTED FROM WETLAND LOCATIONS MARKED IN THE FIELD
BY OTHER PARTIES THIS CERTIFICATION EXTENDS ONLY TO THE LOCATION OF $
WETLAND FLAGS S TASLISHE o0rovEIRS, -
TE
, DAVID bi, EDWARDS, PLS NC L -3901 D A
sz s USACOE CERTIFICATION
-MKC Y "THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE BOUNDARY
OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY
THE UNDERSIGNED ON THIS DATE UNLESS THERE IS A CHANGE IN THE LAW OR OUR
'PUBLISHED REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAYBE
n u: RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE THIS
DETERMINATION WAS MADE UTILIZING THE APPROPRIAXE REGIONAL SUPPLEMENT TO
THE 1987 CORPS OF ENGINE W D JELINEA MANUAL
1+D,DR REGULATORY OFFICIAL
TITLE 1 l!1
VICINITY MAP
(NOT TO SCALE) DATE �j
USAGE ACTION ID � n I 1� G STATE NORTH CACAROLINA DO
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JEFFREY SCOTT CLARK
TAMMY W- CLARK
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77-43'5
12145
LINE
BEARING
L265
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L266
S35'01'30 "1
L267
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L268
S11 *04'10 "1
L269
N24'57'54"
L270
N16'16'14 "1
L271
S72'36'36"
L272
S14'34'07 "'
'L273
N6924'06"
L274
N31'47'27"
L275
NO2- 42'55"
L276
N16-51'06"
SHEET 1 --
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HOLT ROAt3!.
77-43'5
12145
17'36 "W 90 60'
9'03 "W 130 41' - ' " a
WETLANDS_
DISTANCE
LINE
213.70'
L277
-170 08'
L278
172,52'
L279
162 28'
L280
150 65'
L281
183.52'
L282
20 20'
L283
302 75'
L284
17'36 "W 90 60'
9'03 "W 130 41' - ' " a
WETLANDS_
(n
of
AREA IN ACRES
TOTAL TRACT AREA
89 83__
,BEARING
DISTANCE
N75'48'58 "E
1817'
S03'00'39 "E
52 34'
S22'46'25 "W
59 07' _
S18'06'08 "W
512 53'-
S03'15'53 "W-
74.72'
S25'26'57 "W
- 102.86'
17'36 "W 90 60'
9'03 "W 130 41' - ' " a
WETLANDS_
(n
of
AREA IN ACRES
TOTAL TRACT AREA
89 83__
404 WETLAND AREA
543
TOTAL RPW AREA
011
TOTAL UPLANDS AREA
8429
TOTAL RPW LENGTH
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SHEET 4 DB 1090 PD 273 H,4
S65 31'41'E 150490
4}ASONBQR0 HARBOUR MSDIMS4 SEAL
we 31 PC 20D L
BOAT BASIN
�MASON,BORO HARBOUR DR1VE,,-...."- - - i
RECEIVED � INDEX
DCM WILMINGTON, NC Pd �6� 31s6 �E
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RECEIVED � INDEX
DCM WILMINGTON, NC Pd �6� 31s6 �E
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LINE TABLE _
LINE
BEARING
D_ ISTANCE
L1
N88'36'09 "E _
44.22'
L2
S70'27'43 "E
33.02'
L3
S40- 12'33 "E
12 23'
L4
S33'41'07 "W
33 09'
L5
S31'17'19 "W
27 00'
L6
SO4'48'10 "W
38 30'
L7
S39'19`58 "E
42 86'
L8
S24'5 3'56"E
19 66'
L9
N76'39'46 "W
16 68'
L10
N63'56'43 "W
50.05'
L11 _
N71'08'1 4"W s
' 40.53'
L12
N74'1 7'36"W
53 42'
L13 _
S84'19'22 "W
48 25'
L14
S88'19'06 "W
31.32_
L15
N09'45' 9"W
18.71'
L16 _
N69'02'1 0 "E
35 99'
L17
__N86'27 '52 "E _
51.73'
_ L18
N87'42'22 "E
-45 20'
L"19,
N24'10'20 "E
25 97'
L20'
N60742'24 "W
40 58'
L21
N81'09'29 "W A
47.32'
L22
S83'55'37 "W
2418'
L23
' N10'34'0 "W
27 72'
L24
S 2'09'24 "E
28 48'
L25
565'54'57 "E
31.92'
L26
N71'42'17 "E
67 80'
L27
N63'19'28 "E
3500'
L28
S70'20'01 "E
30151'
L29
S1 2'59'44"W
26 80'
L30
S27'49'35 "W
27 38'
L31
S79'41'S5'W
18 68'
L32
S75'10'59 "W
2018' <
L33
S28'59'22 "W
40.25'
101, '
BEARING
DISTANCE
S30'37'35 "W
CA
L35
S08'30'1 1 "W
23 40'
-136
S25'32'59 "W
4013'
V
'
S42'37'S4"W
t
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1
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; o
L39
\
WLANDS
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DB 5080 PG 1387
1
2 b
3918"
404
N68'06'44 "W
74 97'
L42
N21'57'10 "W
w
L43
N05'33'35 "W
-
L44
' N70'27'43 "W
a 459 80'
(rIE B/T L1 & L2)
N70'27'43 "W 702 62'
IPF
I'm
LINE TABLE
LINE
BEARING
DISTANCE
L34
S30'37'35 "W
34 96'
L35
S08'30'1 1 "W
23 40'
-136
S25'32'59 "W
4013'
L37 '
S42'37'S4"W
27.43'
L38
S22'21'02 "E - -_
24.95'
L39
N70'54'30 "W
7395'
L40
N79'11'14 "W
3918"
L41
N68'06'44 "W
74 97'
L42
N21'57'10 "W
49 45'
L43
N05'33'35 "W
SO 02'
L44
N18'13'09 "W
90 06'
L45
N44'20'38 "E
58 66'
r -
UPLANDS- -
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404 WETLANDS
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SEAL
GRAPHIC SCALE
o z so bo 200 300
SCALE 1” =100' R T EIVED
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DEC 72013 t77;1 lzm PE
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N71'16'59 "W° STATE OF NORTH CAROLINA DB 5589 PG 633
122 61' DB 5326 PG 1737 _ _ —
(TIE B/T L118 & L46) — — — IRP RF
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22 0 L120 LI19 {
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LINE
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DISTANCE ,
L46
S '45'00 "E
4380'
L47
S02- 39 -03 "W
31,43-
L48
527'20'56 "W
46.34'
L49
S13'58'19 "E
31.21'
L50
S20'19'02 "E
38.11'
L51
_ S56'15'42 "W
51 82'
L52
549'43'32 "E
27 90'
L53
S49'29'23 "E
23.16'
L54
S49'06'49 "E
31.53'
L55
540'08'29 "E
34.61' '
L56
S1 8'30'40 "E
46.12' -
L57
S15*13.26 "W
83 22'
L58
S1 4'59'54 "W
68 70' `
L59
$14'23'22 "W
61.66'
L60
519'52'53 "W
3665-
L61-
533'01'24 "E
17 91'
L62
S30'29'52 'W
1050'
L63'
S22'20'05 "E
- 13.80'
L64
S44'53'54 "E-
17.71'
L65
S0330'56 "E
32 51'
L66
502'32'45 "E
47.90'
L67
502'21'56 "W
28.52'
L68
S71 *31'09"E
1 ,99'
L69
N48'52'59 "E I
26'
L70
N84- 16'13"E
__23
14.91'
L71
S07'58'04 "W
60.70'
L72
N83'32'03 "E
15 70'
L73
N21'16'13 "E
32 88'
L74_
N15'33'05 "E
29.27'
L75
N1815'37 "E
3662'
L76
N17'43'317E
47.92'
L77
N16'57'16 "E
60.70'
L78
N17'57'28"
34.62'
L79
N15'45'15 "E
47 73'
L80
N18'3Q'3 "E
33 48'
L81
N16'24'32 "E
29 02'
L82
N 6'59'01 "E
32 34'
D
VINSET A
m _
0 /
2 UPLANDS —`
m
m SEL PROPERTY INVESTORS, LLC
DB 5768 PG 2974
LINE TABLE
LINE
BEARING
DISTANCE
L83
N19'31'34 "E
22 31'
L84
$00'21'44 "E
20 24'
L85
S13'44'00 "W
3129'
L86
S16- 10'03 "W
37 22'
L87
S16'09,29 "W
74,57'-
L88
5114'52'20 "W
46,52'
L89
S16'17'59 "W
, 99.33'
L90
S1 5'47'39 "W
39.55'
L91
S52'00'16 "E
20 53'
L92
N81'29'22 "E
25.16'
L93
543'40'50 "E
27 06'
L94-
30 52'
L95
NO6'16'17 "W
26,7'
L96
N64'08'35 "W
17,61' -
L97
N22'22'30 "E --
1 .55'-
L98
S76'57'45 "E
22 08'
L99
N51'06'00 "E
40 98'
L100
S23'59'46 "E
26.15'
L101
505'25'04 "W
47.28'
L102
S13'56'07 "W
8681L.
L103
S13'52'09 "W
100.95'
L118
N69'1 0'22:'-W
73 39'
L119
N69'48'55 "W
48 36'
L120
N70'34'41 "W
48,42'
L121
N66'29'53 "W
48.00' '
`L122
N66'28'51 "W
14 39'
L123
N18'00'53 "W
3 30'
`- PROPERTY LINE ALONG
MEAN HIGH WATER
L271
'V , ,
N i
MATCH LINE TO SHEET 4 >'a_ �i
L68
RCP 10"
UPLANDS P179 75 q 4 E--.,.�"
75 49'
AQUA VISTA FARMS, LLC
DB 5746 PG 2812
1PF
L123
RELATIVELY PERMANENT
WATERBODY AT ORDINARY
HIGH WATER MARK
'\. INSET A ,
x.11
� N
J
to
J
r
Q
o=
Q
3
J
Q
0
a
F-
Z
11,
MATCH LINE TO SHEET 4
£
GRAPHIC SCALE
50 100 260
SCALE- 1" =100'
RECI
DCM WILM
ommm om
VF
0
V) N
N
W
> F— U
? Z
U0
w J 0 4 `
LJ
IL 0
0 w
Of 0-
n. z
0�
V M
H= NNr
x ° >LoV
qs
a
�I U
W �
Z
U
Q ow,
Z e 0�<
V 0L
W a °�
a z
33
."AL
® .l
N, NC I 2 of 4

�k
4
{
LINE TABLE
LINE
- BEARING _
DISTANCE
L258
530'36'_48 "W
_ 66 68'
L259
S30'30'38';W
103 21'
L260
S22'43'44 "E
58 30'
L261
S22'54'1 2"E
66.08'
L262
- S102838 "E-
73 ?7'
L263
- S23'21'42 "E
75 32' _
L264
S1 5'02'26 "E -
43.98'
i L233
56 81'
L139
N6Q'S$'2Q "W
_ 1Q.30'
L140
S46'11'38 "W
12 31'
Li 41
S70'S3'34 "W
20 44'
L142
S68'46'3$ "W
39.65'
- L143
556'31'57 "W
24.00'
L144
S61'31'27 "W _
26.76'
L145
S40'34'31 "W
34 63'
L1.46
S53'3Q'4$ "W
11 91 _
L747
.544'50'13 "W_
16 58'
L148
S3i'QJ'06 "W - -
39.49'
L149
S17'17'45 "W --
_ w36.30'
_
-L150
S12'49'19 "W
4174'
L151
- S59'15'42. "E
2150'
, L152
S03'27'42 "W
12 87'
LINE TABLE
LINE
- BEARING _
DISTANCE
L258
530'36'_48 "W
_ 66 68'
L259
S30'30'38';W
103 21'
L260
S22'43'44 "E
58 30'
L261
S22'54'1 2"E
66.08'
L262
- S102838 "E-
73 ?7'
L263
- S23'21'42 "E
75 32' _
L264
S1 5'02'26 "E -
43.98'
G xA
SY
s�
S? —
N
o �°�
�00
eT w N N
Z ZZ,
}}- U
J ZZ
RELATIVELY PERMANENT WATERBODY F-
AT ORDINARY HIGH WATER MARK a z � r
N J
-' _ w o 3
fn —
SEL PROPERTY INVESTORS, LLC Wa
u°pi z ��
DB 5768 PG 2974 Eg 5 �'
o �s-
_
u
i
s ��c
IR J CO:
J Oak)
i oaa
UPLANDS r
�^''
_ z
_ —
"W 41437' —
�. `' N72'09'21� x Z
S59'54'01 °W, ` L254 T L253 & L254) n
E 235 25 42' (TIE B , O
V 0�
i
(�,�� w
s Z 6 O0
3t? > - g8�$.:� / 139 36" CMP
mZ -
�38 9M, 02 �214� v % F O
L2 s 1183 L2 �' , N a V)
3 8� � � ° z
Ln
�-- a 3
t2s L24 UPLANDS m
�� �
i
A/ N' j r
RELATIVELY PERMANENT WATERBODY - e, '' v� qhf
AT ORDINARY HIGH WATER MARK f q,
(� �r 404 WETLANDS
,a 4� V M SEAL
GRAPHIC SCALE
9 0 25 b 0 00 t
SCALE 1" =100'
N65'31'41 "W 1728 44' -No
-tip CM WIL.MI G 3 of 4
EC N 2� j� PEI JOB#' 13146 PE
LINE TABLE
LINE, BEARING DISTA E
_ L131 565'31'41 "E _ 10 _
L132 � N09'33'24 "E 2.4.56' _
L133 N1T05'56 "E 41.68'
1134 J N26'43'22 "E 35 34'�
L135 N41'25'02 "E ��- 62 38'
L136 N47'15'26 "E 51.73'
L137 N51'05'14 "E _ 27 29'
L138 N46'59' 9-E
_ ,LINE TABLE
.LINE ,
BEARING
DISTANCE_
L226
N44'S0'13 "E,
_ _130'
L227 -
S49'32'45 "E.
- 11.0.04'
L'228'
S49'45'33 "E
87 25'
' L229
549'37'21 "E
87 29'
L230
54745'16 "E
75.Q2'
L231
S47'47'02 "E
75.t5'
L232
S37'38'29 "E
37..58'
i L233
S41'12'S1 "E
14 07'
L234
S14'49'16 "E
14 20'
' L235
N45
14 14 91'
L236
N30'27'28 "W _
12.68'
L237
N34'34'38 "W
37 20'
' 1238
N47'01'1 6"W
74 85'
L239
N49'16'S7 "W
74 99'
L240
_ N48'S7'57 "W _
87 20'
L241
1J49'06'i0 "W
87.24'
L242 ,
N49'32'42 "W _
99.97'
L243
N4534'S1 "W
10 21'
_,L244
N15'2Q'14 "W
- ,42.98'
" " "L245
N23'05'42 ".W
81 34'
L246
N09'59'5 4 "W
67 >OQ'
L247
_
N22'26'59 "1N
66:16'
L248
_
N21'56'48 "W
59 94'
L249
N30'31'42 "E
105 03'
L250
N30'30'15 "E
67 87'
L251
N30'S9'32 - "E
� 68.66'
1252
N34'25'28 "E
- 60 37'
L253
N38'31'15 "E
65.52' '
L254
S50'S2'26 "E
234'
' L255
L256
S38'1 1'25 "W
S33'24'04 "W
'
60.92'
1257
S31'55'S9 "W
69 46'

"
4 �
3
I
LINE TABLE _
LINE
- BEARING
DISTANCE
L153 _
S76'58'38 "E
23 11'
L154
NI 0-58'57"E- _
- 2353'
L155
N10'39'57 "E
25 52'
L156
N19'39'24" E
35.20'
L157
N16'19'55 "E
88.94'
L158
N15'S2'29 "E
70.26'
L159
NO6'32'24 "E
20,23'
L160
N17'26'47 "E
30:98'
L161
S78'08'20 "E
65 81'
L162
S78'49'33 "E
49 93'
L163
S84'09'50 "E
45 58'
L164
N1 0'02'41 "E
1916'
L165
N78'47'59 "W
4118'
L166
N06'02'01 "E
37.09'
L167
NO2'26'37 "E
22.00'
L168
N76',31'1 6"W
10.25'
L169
545'41'54 "W
528 .
L170
S23'46'58 "W _
10 75'
L171
S14'52'16 "W
4367-
L172
N83'14'16 "W
53.83'
L773 _
N83'17'33 'W
58 38'
_ L174
S21-46'11 3"W _ _
46 57'
L175 -
S53'59'06 "W- --
25 80'
L176
S76 *01'40 "W
33 24'
L177
S20 °54'02 "W
3617'
L178
S00'26'1 2 "E -
26,73'
1179
S16'06'16 "E _ _
29.81' -
L180
S05'02'54 "W
37 07'
L181
SO4'55'37 "W
36 72'
L182
S29'13'10 "W
19 72'
L183
S07'12'12 "E
25 51'
L184
S0545'40 "E
24.91'
L185
S80'42'46 "E
33.02"
L186
S80'34'22 "E
58.16'
L187
S72'30'48 "E
15 42'
L188
52252'44 "W
4 73'
L189
N80'52'O1 "W
69 45'
Li 90
N78'58'37 "W
35 89'
L191
N09'17'14 "E
6 04'
L192
N70'26'32 "W
20.90' ;
L193
S66'46'53 "W
23 42'
L194
S13'18'43 "W
102.74'
L195
537'22'48 "W
44 30'
L196
589'46'59 "W
15 71'
_ L197
N75'20'06 "W
9.51'
L198
S32'17'50 "W
2167'
L199
S30'30'27 "W
31.49'
L200
S21 *23'56"W
13.12'
L201
S46'20'02 "E
24.29'
L202
S34'21'10 "E
48.69'
-L203
S37'1 8'44"E _
47 10'
L204 _
S25'39'07 "E
- 26 23'
L205
S02'1 0'49"W
54,37'
L206
S07'24'22 "W
19.31' _
1207
S1 '16,'21 "E
3 04'
L208
S14'S9'20 "W
13 52'
L209
N20'15'22'
22.18'
LINE TABLE _
LINE
BEARING
DISTANCE
L210
N33'35'24 "W
7.16'
L211
S39'48'06 "W
20 79'
L212
501'07'26 "E
2126' "
L213
S21'59'50 "W
38.21"
L214
S42'20'52 "W
29 22'
L215
S49'55'51 "W _
22.82'
L216
79'41'21 "W,
23 3.4'
L217
N70'35'06 "W
20 50'
L218
N50'10'39 "W _
26.20'
L219
N17'50'45 "W
16 00' --
L220
N86'04'24 "W
1906,
L221
N88'16'17 "W
15 90'
L222
S84'39'35 "W
22.35'
L223
S55'27'54 "W
29.66'
L224
S1 '32'29 "W
9118'
SEL PROPERTY INVESTORS, LLC
OB 5768 PG 2974
INSET C—'
WATERS OF THE U S
AQUA VISTA FARMS, LLC
DB 5746 PG 2812
UPLANDS
INSET B , L68 z 1 o
JJ Q,y t92 LttS�� `
IR
tpp,91�
N79'05'39 "E
UPLANDS
ti
75 as'
r BEARING
DISTANCE
IPF
K
N6 '0 "ow
MATCH
LINE TO SHEET 2
MEAN HIGH
WATER�140.2
� S33'4T51 "E 1 Y
�
n
J
21,12'
4-'
S43'44'23 "W
22 37'
4,
(NAVD 88)
UPLA/�(pSi,
36 30'
L109
(AUGUST_ 2013)
2141'
L110
N06'26'56 "E
m
0
Jg
l
{`fl IT
a"
m
t87 MEAN' HIGH
,WATt'A
LINE TABLE T
LINE
r BEARING
DISTANCE
_
L104
_
S20'09'39 "W
49.44'
L105_
512'02'44 "W
34 79'
L106
N74'22'05 "W
21,12'
Li 07
S43'44'23 "W
22 37'
L108
541'36'31 "W
36 30'
L109
S77'46'09 "W
2141'
L110
N06'26'56 "E
69 51'
L111
N13'56'03 "E
68.90'
L112
N13'22'56 "E
37 97'
L113
- N12'59`35 "E
2575'
L114
N08'19'23 "W
1663'
L115'
N&3-8 -'48 "W
19,03'
s ,
(A&G. 2013) S
RCP 15" _ r 546'4 132'3
yts5
t N86'01'43 "E I&
.-
t MAURICE S & 26 38 0
PATRICIA EMMART I N SET C
OB 5004 PG 2620 0
t DB 1090 PG 273 `p
r rs
t _
iRF�
rUPLANDS
,i -L224
i
f
GRAPHIC SCALE
0 2 1Q4l 0 .3
SCALE 1"=100'
�W J
` MEAN HIGH
WATER
N86'01'43'<'E
26 38'
0�` L192 L115
N47'06'46 "E
55 33'
44psG
J
INSET B
RECEIVED
DCM WILMINGTON, NC
uo