20160599 Ver 1_CAMA Permit Application_20160613

!.a
Coastal Management
ENVIRONMENTAL OUALITY
June 10, 2016
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Chad Coburn
401 Wetlands
DWR-WiRO / NH Co.
PAT MCCRORY
Govemor
DONALD R. VAN DER VAART
Secretary
BRAXTON DAVIS
Director
RECEIYED1#C0E0ZDWWR
JUN 13 2016
Water Cdu
opera a4t
Wil pington onal
Re . at p oe
Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 2_8405 heather. coats()ncdenroov
Fax: [phone] (Courier 04-16-33),
CAMA/D & FApplication Review
LP Homes for the Village at Lucas Cove
East Yacht Dr., between NE 61St and NE 62ntl Streets, adjacent to the AIWW,
in Oak Island, Brunswick County
Proposed Project: to develop a 14 -Lot subdivision including a wooden access bridge with gravel
approach, paved road, wooden walkway, bulkhead and 16 -slip community docking
facility
Please indicate below your agency's position or viewpoint on the proposed project and
[return this form to Heather Coats gat the address above by July 6, 2016. If you have any
questions regarding the proposed project, contact Tara MacPherson at [phone] when
appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
Nothing Comparesf
State of North Carolina J Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

AGENT AUTHORIZATION FORM
Date: August 18, 2015
I
Project Information
S&ME Project Name: The Village at Lucas Cove
Type of Project: Wetlands and Waters of the U.S. Delineation and
USACE & NCDENR Permitting Services
Location: Oak Island, North Carolina
Property Owner/Representative Information
Business Name: LP` `, Homes
Mailing Address; 5001 Unit O'Quinn Boulevard
City, State, Zip Code: Southport, NC 28461
Telephone No. 980-254-1489
Contact: Mr. David Purser dpurser4 carolina.rr.com
Agent Information
Business Name:
S&ME; Inc:
Street Address:
3006 Hall Waters Drive; Suite 100
City, State, Zip Code:
Wilmington, NC 28405
Telephone No.
910-799-9945
Contact:
Mr. Paul Masten pntastenAsmeinc.com
Authorization:
I on behalf of
(Contact ignature)
i,
y r r S rs hereby authorize
(Name of Landowner or Representative)
S&ME to act as agent with the USACE and NCDENR in
connection with the above-mentioned project.
Ft C EiN1ice=D
APR i 3 2016

4

k,`
MAJOR PERMIT FEE SCHEDULE
The Village at Lucas Cove /$400 #1213 /Brunswick Co.
DCM %
DWQ %
Development Ta
Fee
14300160143510009316256253
2430016024351000952341
I. Private, non-commercial development that does
not involve the filling or excavation of any
wetlands oro en water areas:
$250
100%($250)
0%($0)
II. Public or commercial development that does
not involve the filling or excavation of any
wetlands oro en water areas:
$400
100%($400)
0%($0)
III. For development that involves the filling
and/or excavation of up to 1 acre of wetlands
and/or open water areas, determine if A,B, C,
or D below applies:
III(A). Private, non-commercial development, if
General Water Quality Certification No. 3490
See attached can be applied:
$250
100%($250)
0%($0)
III(B). Public or commercial development, if
General Water Quality Certification No. 3490
See attached can be applied:
$400
100%($400)
0%($0)
III(C). If General Water Quality Certification No.
3490 (see attached) could be applied, but DCM
staff determined that additional review and written
DWQ concurrence is needed because of
concerns related to water quality oraquatic life:
$400
60%($240)
40%($160)
III(D). If General Water Quality Certification No.
3490 see attached cannot be applied:
$400
60%($240)
40%($160)
IV. Development that involves the filling and/or
excavation of more than one acre of wetlands
and/oro en water areas:
$475
60%($285)
40%($190)

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: LP Homes for the Village at Lucas Cove Subdivision
2• LOCATION OF PROJECT SITE: East Yacht Drive between NE 61' and NE 62nd Streets, Oak Island, Brunswick
County
Photo Index —2006:9 -61291718:H -L 2000:9-8789;M
State Plane Coordinates - X: 227274 Y: 62581 _Q 1995:9 -8312,13:q -E
Lat: 33° 55'06.77" N Long: 78'06'04.04" W
3• INVESTIGATION TYPE: CAMA/ Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit— 5/5/16
Was Applicant Present — No
5• PROCESSING PROCEDURE: Application Received —4/13/16, complete on 6/9/16
6• SITE DESCRIPTION: Office � Wilmington
(A) Local Land Use Plan — Brunswick County
Land Classification From LUP — 136A — Higher density residential
(13) AEC(s) Involved: CW, ES, PTS, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Private Community
(E)Wastewater Treatment:Existing — None
Planned — Municipal Sewer
(F) Type of Structures: Existing —100 linear feet of bulkhead
Planned —14 -Lot subdivision including a wooden access bridge with gravel
approach, bulkhead, paved road, wooden walkway and 16 -slip docking facility.
(G) Estimated Annual Rate of Erosion: N/A
Source- N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED
(A) Vegetated Wetlands HE
404 Wetlands
Coastal Wetlands
"'19,384 sq.ft. (filled)
(B) Non -Vegetated Wetlands —3,948 sq.ft. (shaded)
(Open Water) — 9,816 sq.ft.
(C) High Ground (incorporated)
^'156,816 sq.ft.
(disturbed)
(D) Total Area Disturbed: 156,816 sq.ft. (3.6 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA
Open: No
8• PROJECTSUMMARY: The applicant is proposing to develop a 14 -Lot subdivision including, a bulkhead,
wooden access bridge with gravel approach, paved road, wooden walkway, and a 16 -slip docking facility.

LP Homes -The Village at Lucas Cove Subdivision
Page Two
PROJECT DESCRIPTION:
The applicant's property is located along E. Yacht Drivebetween NE 61s` and 62nd Street, adjacent the
Atlantic Intracoastal Waterway (AIWW), in the Town of Oak Island, Brunswick County. To find the project
site, travel south on US Highway 17 to NC Highway 133 South. Travel approximately 22 miles south on NC -
133 to Dosher Cutoff SE/ NC-133.Turn onto Dosher Cutoff and then turn right on Southport -Supply Rd.
SE/ NC -133. Travel approximately 0.8 mile and turn left
elonto Nmiles to NE Travel o NC-13Street3 to Oakake a i ila d onto
turn right on East Oak Island Drive. Travel approximately
62nd Street and follow to the street end. The project site will be located along E. Yacht Drive between NE
61s` and NE 62"d Streets and adjacent to the Atlantic Intracoastal Waterway. It is advisable to contact the
applicant or the applicant's agent to arrange a site visit as it is a large unmarked property and the project
site is difficult to access.
ti
The property consists of a 14 acre parcel, comprised of approximately 4.24 acres of property is s. levan ri y
ons
on the property range from o to 10 feet above Mean High Water (MHW).
The undeveloped, with approximately 100 feet of timber bulkhead along the shoreline atthe eastern property
boundary near E. Yacht Drive. The project site is bordered by a single family residential development to
the south, east and west along E. Yacht Drive and the AIWW to the north. The property consists of areas
of high ground that are separated by 404 wetlands in areas with lower elevations and coastal wetlands
are present adjacent to the high ground and along the shoreline. The elevation varies on the property
and former uses include an alleged dump site and possible spoil disposal location when the adjacent
access creeks were created. There are two upland hummocks along the eastern and western portions
of the property nearest the AIWW. High ground vegetation on the tract consists of mature hardwood
trees, including Eastern Red Cedar (Juniperus virginiano) and Wax Myrtle (Myrica cerfera) located within
areas having lower elevations. Coastal Wetlands are present at
LoweCyanelevations
l evdt ions Salt Meadow Grass
Black
Needlerush (Juncus roemerianus), Giant Cord Grass (Sp
Glass ina patens) intermixedlandward of the Meanwith some Spike sH g'htWater (MHW) boundary.eThe Coastal Wetlands
Glasswort (Salicornia spp.)
f Smooth Cord Grass (Spartina alternifloraf The wetlan
ds
located water ward of MHW consist primarily oe
range in width from 10 to 200 feet. The wetlands on the site are fed by two water features on the
property, one nearthe eastern property boundary and one adjacentto the AIWW. The creek adjacentto
the eastern property boundary is connected to a tidal pond that is approximately 400 feet long and 60
feet wide extending north to south on the property. A small creek contiguous with the AIWW extending
north to south essentially bisects the property and likely conveys storm water runoff from the high ground
adjacent to Yacht Drive.
The Town of Oak Island Land Use Pian classifies the high ground portion of the project area as R6A
High Density Residential. The waters of the Atlantic Intracoastal Waterway (AIWW) are classified as SA
NC Division of Energy, Mineral and Land Resources. They waters of the AIWW ARE designated as Primary
Nursery Area (PNA) by the NC Division of Marine Fisheries and are CLOSED to the harvesting of shellfish.
There are no known archaeological sites within the project vicinity.

LP Homes- The Village at Lucas Cove Subdivision
Page Three
PROPOSED PROJECT:
The applicant is seeking authorization to develop a 14 -Lot subdivision including, a bulkhead, wooden
access bridge with gravel approach, paved road, wooden walkway, and a 16 -slip docking facility. The
applicant is proposing to impact approximately .0445 acres (19,384 square feet) of 404 type wetlands
for the construction of the subdivision Lots and associated infrastructure. This includes fill for the
proposed roadway, gravel road and vehicular bridge. The application has purchased mitigation credits
at the Lower Cape Fear Umbrella Mitigation Bank for the proposed impacts to the 404 wetlands on the
property. As proposed, approximately 3.6 acres of land would be disturbed for the subdivision
construction. The applicant is proposing to construct 1,055 linear feet of new vinyl bulkhead located
along the shoreline adjacent to the eastern property boundary. The applicant has stated that the
proposed bulkhead would be constructed landward of MHW and coastal wetlands. Approximately 120
linear feet of the proposed bulkhead would be an extension of the existing bulkhead on the property
and would follow the edge of the high ground adjacent to the entrance to the tidal pond. The remaining
portion of the proposed bulkhead would extend along the eastern edge of the high ground of the
proposed Lot #14 (see Sheet S2 of 8). The proposed gravel access road would measure approximately
275 feet in length by 10 feet in width and would connect to a proposed vehicular access bridge. The
proposed vehicular access bridge would measure approximately 208 feet in length and 13 feet in width
and would provide access to Lot #14 (see DCM MP Form 5). The bridge would extend from the gravel
access road to the northeast and span a portion of the tidal pond and bordering coastal wetlands. The
proposed vehicular bridge would span the surface water of the pond and bordering wetlands for a
distance of approximately 194 feet (see Sheet S7 of 8). As proposed, the bridge would have ramp
approaches on both sides that would measure approximately 36 feet in length by 13 feet in width. As
proposed, the bridge would be elevated a minimum of 3 feet above the substrate of the coastal
wetlands and tidal pond.
The applicant is proposing a 16 -slip docking facility adjacent to the AIWW. The proposed docking facility
would be located near the western boundary of the property and would be accessed from a common
area located between Lots #4 and #5 (see Sheet S2 of 8). The proposed docking facility would be
accessed by a proposed 6 feet wide wooden walkway over the marsh. The proposed wooden walkway
would extend from the high ground of the common area, over an area of coastal wetlands measuring
approximately 94 feet wide, to a high ground hummock. As proposed, the wooden walkway would be
elevated a minimum of 3 feet above the wetland substrate. From the high ground hummock a 6 feet
wide wooden access pier would extend approximately 278 feet to the edge of the marsh. The portion of
the access pier over coastal wetlands would be constructed a minimum of three (3) feet above the
wetland substrate (see sheet S6 of 8). The wooden access pier would extend approximately 14 feet to a
gazebo measuring approximately 16 feet wide by 16 feet long. The wooden access pier would then
extend an additional 29 feet into the AIWW, where it would be connected by ramp, to a proposed
floating docking system. The proposed floating dock system would consist of a ramp landing platform,
main spine floating dock and finger piers. The proposed ramp landing platform would measure
approximately 15 feet long by 12 feet wide. The landing platform would lead to a proposed main spine
floating dock measuring approximately 8 feet wide by 292 feet long. As proposed the main spine would
be oriented parallel to the federal channel in this location. Nine (9) finger piers each measuring
approximately 4 feet wide by 42 feet long are proposed to create sixteen (16) boat slips. As proposed,

LP Homes- The Village at Lucas Cove Subdivision
Page Four
the finger piers would be spaced approximately 32 feet apart and boatlifts each measuring
approximately 14 feet wide by 12.5 feet long are proposed within each of the slips. The proposed
docking facility would provide temporary tie up on the side of the eastern most and western most finger
piers. The applicant has stated that "No dockage. No slips" are proposed on the landward side of the
main spine floating dock (see Sheet S5 of 8). The proposed docking facility would be located
approximately 37 feet landward of the USACE 80 feet federal channel setback in this location. Water
depths adjacent to the docking facility range from -8 feet to -10 at Mean Low Water (MLW).
ANTICIPATED IMPACTS:
Approximately 156,816 square feet (3.6 acres) of high ground would be disturbed, graded and filled as a
result of this project. The proposed filling would result in impacts to approximately 19,384 square feet of
404 wetlands and mitigation credits have been purchased. The applicant has submitted a Mitigation
Credit Invoice issued by Land Management Group on behalf of the Lower Cape Fear Umbrella Mitigation
Bank with the permit application. The proposed bridge would span approximately 806 square feet of
Estuarine Waters and Public Trust Area AECs. Approximately 1,716 square feet of coastal wetlands would
be shaded as a result of the proposed bridge. The proposed bridge height would provide approximately
3 feet of clearance, as measured from the wetland substrate to the bottom of the bridge joists. No
interference with navigation is expected given the location of the proposed bridge within the tidal pond.
The proposed wooden walkway would shade approximately 564 square feet of coastal wetlands. The
proposed wooden access pier would shade approximately 1,668 square feet of coastal wetlands. The
proposed wooden access pier and floating docking system would incorporate approximately 9,010 square
feet of Estuarine Waters and Public Trust Areas AECs. As proposed, the docking facility would not extend
beyond the quarter width of the waterbody nor encroach into the 80 feet federal channel setback in this
location. The proposed docking facility would not encroach into either of the 15 feet adjacent riparian
property setbacks. The proposed wooden walkway and wooden access pier would not exceed 6 feet in
width over coastal wetlands and would be elevated a minimum of 3 feet above the wetland substrate.
The proposed gravel access road would be located landward of the 30 feet Coastal Shoreline Buffer AEC.
The proposed bridge approaches and walkway approaches to meet the elevation requirements would not
result in impervious surfaces within the 30 feet Coastal Shoreline Buffer AEC. Temporary increases in
turbidity during construction should be expected to result.
Submitted by: Holley Snider Date: 6/9/16 Office: Wilmington

Project Narrative The Village at Lucas Cove
Existine Conditions
The project site is owned by C & D Homes, LLC and is identified as Brunswick County Parcel ID 23611001
and PIN No. 2076-23-8088, and is located adjacent to the Intracoastal Water Way (ICWW) on fast Yacht
Drive between NE 60th and 62nd Streets on Oak Island, NC. The property is bordered by single family
residential development to the south, east and west with tidal marshes also to the east and west, and the
ICWW and associated marshes to the north. The property totals approximately 14 acres, of which
approximately 4.24 are uplands and the remaining are jurisdictional waters (wetlands and tidal water'
areas). The largest upland area is located in the southern portion of the property along East Yacht Drive,
and there are three peninsula -type upland land forms that extend from the large upland area to the north
towards the ICWW. Areas of Environmental Concern (AEC) include Coastal Wetland AEC, Coastal
Shoreline AEC and Public Trust AEC. Site vegetation consists of loblolly pine, live oak, red cedar, grape
vine, greenbrier and other vine species in the upland areas, and black needlerush, smooth cord grass,
giant cord grass, salt meadow grass, glasswort, salt grass, ground sorrel tree, netted chain fern, cinnamon
fern and common reed in the wetland areas. An approximately 100 foot long sheet pile bulkhead is
present in the southeast corner of the site.
Proposed Development Activities
The proposed project consists of a 14 -lot residential subdivision with associated asphalt road network, a
timber vehicular bridge crossing, an extension of the existing bulkhead as well new bulkhead sections, an
elevated timber walkway, a covered gazebo and a 16 -ship private community floating dock marina. The
elevated walkway will provide access from the residential lots to the floating dock. Development of the
lots will include 0.45 acres of impact (fill) to non -coastal wetlands. For lot 14, a permanent elevated
timber vehicular bridge will be used for access. The floating dock will be a pre -fab type dock system that
will be assembled away from the site and transported via barge. Piles for the floating dock, walkway and
bridges will be mechanically driven. Construction mats will be placed on the ground surface during
walkway and bridge construction to protect the adjacent wetland and will be removed following
construction. The bulkhead will be vinyl sheet pile with a timber cap with earth anchors for structural
security and will also be mechanically driven into place along the shoreline. Stormwater treatment
practices have not been determined yet, and are being discussed with the Town of Oak Island. Elevated
walkways and bridges will be a minimum three feet above the wetland ground surface where crossed, and
will not impactor cross navigable water. No dredging is proposed for construction or maintfFtjM'f�tg E: D
marina. DCM WILMINGTON, NC
Avoidance and Minimization of Impacts A p R 13 2016
Approximately 4.221 acres of wetland will be avoided, including all of the 4.08 acres of coastal wetland.
The proposed 0.445 acres of impact will be to non -coastal wetland only and is being proposed to facilitate
residential development of the existing upland areas. Specifically, Wetland Impact Area 1 consists of fill
S&ME, Inc. 1 3201 Spring Forest Road I Raleigh, NC 276161 p 919.872.2660 1 f 919.876.39581 www.smeinc.com

Project Narrative
AllbThe Village at Lucas Cove
W5&1 ME E Town of Oak Island, Brunswick County, North Carolina
S&ME Project No. 4305-15-004
for the interior road and cul-de-sac which has been sized to accommodate emergency vehicles, impacts
to provide access to individual lots (Lots 2 through 7), and to provide sufficient buildable area for home
sites when stormwater and zoning setbacks are accounted for (Lots 1 and 5). There are wetland areas on
Lots 1 through that are outside of the stormwater/zoning setbacks and lot access (driveways) impacts,
but are proposed for impact. The reason for this, is that that if these areas are left after the road impact,
they would be very small in size, disconnected from the downstream water, and segmented and degraded
such that their function and value would be considerably less than their current function and value and
therefore they are proposed for impact.
Wetland Impact Area 2 consists of fill associated with providing sufficient buildable area for home sites on
Lots 9 and 10 once stormwater and zoning setbacks are taken into consideration.
Wetland Impact Area 3 consists of fill associated with providing sufficient buildable area for a home site
on Lot 14 once CAMA and stormwater setbacks are taken into consideration.
Mitigation
Wetland mitigation for the proposed 0.445 acres of impact is provided by the Lower Cape Fear Wetland
Umbrella Mitigation Bank (LCFUMB) and was paid on November 19, 2015. Please see the attached
Mitigation Credit Invoice issued by Land Management Group on behalf of LCFUMB.
1Ctr.rEf..MINCaTON, NO
APR 13 2016
The Village at Lucas Cove 2

KI TION for
-
Major Development Permit
(last revised 12127/06) -
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ landowner Information
Business Name - -
Lp Homes
Project Name (if applicable)-
The Village at Lucas Cove
Applicant 1: First Name
David
MI
Last Name
Purser
Applicant 2:: First Name
MI
Last Name - - -
If additional applicants, please attach an additional page(s). with names listed. .
Mailing Address_
5001 Unit I O'QuinnBoulevard
PO Box
City
Southport
State
NC
ZIP
28461
Country
USA
Phone No.
980-254 -1489 ext.
FAX No.. - -
Street Address (if different from. above) -
City
State
ZIP: j.
Email
[e-mail]
2. Agent/ tractor►nformatior'
-
Business Name
-
S&ME, Inc.
Agent/ Contractor 1: First Name -
MI
Last Name
Walterl
Cole
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address -
-
PO Box -'
City -
State
3201 Spring Forest Road
Raleigh
NC
ZIP'
-Phone No. 1
-
Phone No. 2
27612
919 - 872 - 2660 ext.
919 - 801 - 3798 ext.
FAX No.
Contractor #
919 876 3958
Street Address (if different from above)
City
State
ZIP
Email.
[e-mail]
7r+1 ��ii Si1lNCTCti, SIC
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Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Projecf Locafeon
County(can be multiple)
Street Address
State Rd. #
Brunswick :
East Yacht Drive
d. Approximate elevation of tract above.NHW (normal high water) or
Subdivision Name
city
State
Zip
e. Vegetation on tract -
Oak Island
NC
f. Man-made features and uses now on tract
Phone No.
Lot No. (a) (if many, attach additional page with list)
- - ext.
west with tidal marsh also adjoining to the east and west.
a. In which NC river basin is the project located? :
b. Name of body of water nearest to proposed project
Cape Fear River
Intracoastal Waterway
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 .
Intracoastal Waterway
e. Is proposed work within city limits or planning jurisdiction? -
f. If applicable, list theplanning jurisdiction or city limit the proposed
®Yes []No -
work falls within. -
Oak Island
4 Sifg Descrip'tron
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
approx. 4,600 If
14.006 acres (610,101.36 square feet)
c. Size of individual lot(s) -
d. Approximate elevation of tract above.NHW (normal high water) or
NWL.(normal water level)
(If man; lot sizes, please attach additional page with alist)
5-10 feet❑NHW or'❑NWL -
e. Vegetation on tract -
Upland areas consist of mature pine, live oak, greenbriar and herbaceous species. Wetland areas contain black
needlerush, cord grass, giant cane, glasswort, salt grass, salt meadow grass and salt reed grass.
f. Man-made features and uses now on tract
There is an existing approximatelyl00-foot long bulkhead in southeast corner of site.
g.. Identify and describe the existing land uses adiacent to the proposed project site.
The Intracoastal Waterway adjoins the property to the north, single familiy residences adjoin the site to the south, east and
west with tidal marsh also adjoining to the east and west.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
R6A - Higher. Density 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, attacha copy. []Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a []Yes ®No [INA
National Register listed or eligible property?
RECEIVED
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Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? - -
®Yes -❑No
(ii) Are there coastal wetlands on the site?
®Yes ❑No
(iii) If yes to either (i) or (it) above, has a delineation been. conducted?
®Yes- ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Wastewater treatment to be provided by the Town of Oak Island
o. Describe existing drinking water supply source.
c.
Drinking water to be provided by the Town of Oak Island
p. Describe existing storm water management or treatment systems. .
Stormwater treatment will be performed on site via stormwater BMPs designed per State and local requirements.
$ Acfivifies.antl Impacts„
a.
Will the. project be for commercial, public, or private use? ❑Commercial ❑PubiiclGovernment
®Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
The project site will be a 14 -lot residential subdivision with a 16 -slip community boat dock (marina) for subdivision residents,
and will include an elevated timber walkway, elevated timber vehicular bridge crossing, and an extension of an existing
bulkhead.
c.
Describe the proposed construction methodology, types of construction equipment to be usedduring construction, the number of each type
of equipment and where it into be stored.
Timber and sheet pile driving equipment will be used for installation of an elevated timber walkway, timber vehicular bridge
crossing, community dock (marina) and piles associated with individual homes. Timber mats will be used to provide access
across wetland areas to uplands when needed during construction of the elevated walkway leading to the dock system.
Paving equipment/machinery will be used to construct the internal roadways. Mechanical excavation equipment will be used
to install stormwater measures.
d.
List all development activities you propose..
Development activities will include construction of a timber walkway, timber vehicular bridge crossing a community floating
dock, a bulkhead, internal private road network, installation of stormwater treatment practices, and grading activities to create
individual lots.
e.
Are the proposed activities maintenance of an existing project, new work, or both? new work
f.
What is theapproximate total disturbed land area resulting from the proposed project? 3.6 ❑Sq.Ft or ®Acres
g.
Will the proposed project encroach on any public easement,public accesswayorother 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. -
Approximately 0.45 acres of wetland impact is proposed using fill material to facilitate individual lot developmentand
associated road network. Proposed lot sizes meet the minimum lot size requirements for the current zoning designation.
i.
Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water beof the same salinity as the receiving water? ❑Yes ❑No ❑NA
J..
Is there any mitigation proposed? ®Yes ❑No ❑NA
- If yes, attach mitigation proposal.
} C—MVVII-M!NGTON,NC
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Form DCM MP -1 (Page 4 of 4)
a. A project
APPLICATION for
Major Development Permit
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 areato 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 andcomplete 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 David and Margaret Schade - _ Phone No. [phone]
Address 6202 East Yacht Drive, Oak Island,NC 25466-4723:
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
h. Signedconsultant or agent authorization form, if applicable..
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) -
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10) if necessary. If the project Involves ezpenc
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
The project will be subject to the conditions and restrictions contained in the permit.
certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date June 1, 2016 Print Name Walter Cole
Signature�� d>,
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ®DCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development PECFIVED
®DCM MP -4 Structures Information �L"A+i INTI P1 i( 'l I'j
26s"2-l%0€s-�62bt3 Z-�EAt3-a�f;®h'�S ii .. en>v��ve. rec�; aeaa,Cr�icao a: rrcae�erk�a e�nfl. reef,

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.
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL []None
(ii) Describe the purpose of the excavation in these areas:
a. Location of disposal area.
C. (i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW []SAV ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
d. High -ground excavation in cubic yards.
b. Dimensions of disposal area.
d. (i) Will a disposal area be available for future maintenance?
[]Yes ❑No []NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ❑No [INA
(ii) If yes, how much water area is affected?
RECT-NED
r11fJC;TCN, NC -
30N, 0,c2 ?(11U
252-508-2808 n 1-6384RCGAZT :e vevised:/2126/06

Form Derr RnP-2 araeu Fill, maeg�e 2 ref ?)
3. SHORELINE STABILIZATION ❑This section not applicable
(If developrnent is a wood groin, use MP74 — Structures)
a. Type of shoreline stabilization: b. Length: Aoorox 1.055 linear feet
®Bulkhead ❑Riprap ❑Breakwater/Sill []Other:
—
c. Average distance waterward of NHW or NWL: bulkhead will be
landward of NHW / coastal wetland.
e. Type of stabilization material:
9 inch to 12 inch deep vinyl sheet piles with timber cap (see permit
drawing S7)
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill none Riprap none
.Breakwater/Sill none Other
I. Source of fill material.
Bulkhead located landward of NHW / coastal wetland
a. (i) Will fill material be brouaht to
If yes,
(it) Amount of material to be placed in the water 0
(iii) Dimensions of fill area 0.45 acres
(iv) Purpose of fill
To provide sufficient buildable land to construct homes on
residential lots and maximize home sites while meeting
zoning requirements for minimum lot size.
a. How will excavated or fill material be kept on site and erosion
controlled?
Silt fence will be installed at toe of slopes and slopes will be
stabilized per NCDEQ/Oak Island erosion control requirements.
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
Width: T max
d. Maximum distance waterward of NHW or NWL: bulkhead will be
landward of NHW / coastal wetland.
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No [INA
(ii) If yes, state amount of erosion and source of erosion amount
Information.
Unknown amount but ongoing. Caused by excavated boat
channel along the north shoreline.
h. Type of fill material.
(i) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW _ ❑SAV _ ❑SB _
®WL 19405 ❑None
(ii) Describe the purpose of the fill in these:areas:
To provide sufficient buildable land to construct homes on
residential lots and maximize home sites while meeting zoning
requirements for minimum lot size.
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
A bulldozer and dump trucks will be used to bring the fill material
onsite and place it in the wetland impact areas.
(i) Will wetlands be crossed in transporting equipment to project
site? ®Yes ❑No [INA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Construction mats will be used for construction of the elevated
walkway over wetlands leading to the dock system. For lot 14, a
permanent elevated timber vehicular bridge will be used for
access. The Floating dock will be a pre -fab type dock system that
will be assembled away from the site and transported via barge.
Elevated walkways and bridges V(iftp"iWii Khr um three feet
above the wetland grougc�,sµ �A.N r?lC-ftk o ieCid will not
impact or cross navigabibb at r.
, 1 it Nm" is 2 LW�
252.000-2806 e: 1-888-4PS1.:tfrAST :: veuRseds 12126/06

Form'DMM RAL€F-2 (Exca vaL en, and- IqH, Page 3 of 3)
RECEIVED
DOA WI iAINGTCNI, NIC
262-063-2806 :: 1 X 89-4=0&3 7 ::vi>wv�.za��acaw�aE�saaen�ap�s a nt�.nof. revised: 192/26106

Form ®CM MP -3
(Construction and/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.
a. Type and number of buildings, facilities, units or structures
proposed.
14 subdivided parcels proposed, roadways, stormwater
treatment practices, one permanent elevated timber
vehicular bridge, one permanent elevated timber walkway
C. Density (give the number of residential units and the units per
acre).
14 units, 1.08 units per acres
e. 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.
(1) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No [INA
(ii) If yes, list the date submitted:
g. 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.
There are no developer proposed impervious areas within
the AEC. Lot 14 which is entirely within the AEC will be
accessed by a timber vehicular bridge and gravel drives
considered by State stormwater rules to be pervious.
The remaining lots may have a portion of built upon
area witin the AEC depending on chosen house and
drive locations, however each individual lot owner will
be required to apply for a CAMA minor permit. For the
entire tract which is 14 acres (609,840 sq.ft.) in size, the
maximum built upon area proposed is 81,500 sq.ft.
which includes road, sidewalks, and any allocation for
houses and drives for individual lots, therefore the
maximum percentage of impervious and built upon
surfaces within the AEC would be 13.4%.
I. 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.
10%
j. Describe proposed method of sewage disposal.
b. Number of lots or parcels.
14 parcels
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
3.6 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
asphalt will be used for roadways, a gravel drive will be
used to connect the elevated timber vehicular bridge
crossing to the main asphalt road, concrete for curbs and
sidewalks (if any), and shingles for roofs
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(1) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes ®No [:INA
(ii) If yes, list the date submitted:
RECEIVED
DCM INIvMNNIG T ON, AUC
SUN 02 2016
k. Have the facilities described in Item (1) received state or local
approval?
262-803-28082 n E-13t16-41RCM45S:: revlsod; 12/26/06

Form r,'Fti %CM RMF -3 (ttpfartet P,%qm- 2 of 2F
Residential sewage disposal will be provided by the Town ❑Yes ENo [INA
of Oak Island, there will not be any individual on-site If yes, attach appropriate documentation.
wastewater treatment and disposal systems. There will
not be any sewage pumping, storage, or discharges
associated with the marina.
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).
There will be no discharges to waters of the State.
Residential sewage disposal will be provided by the
Town of Oak Island, there will not be any individual on-
site wastewater treatment and disposal systems. There
will not be any sewage pumping, storage, or discharges
associated with the marina.There will not be any boat
wash down facilities associated with the marina.
Stormwater surface runoff generated on-site from
impervious surfaces will be treated in accordance with
NCDEQ requirements.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Drinking water will be provided by the Town of Oak Island
o. When was the lot(s) platted and recorded?
October 9, 1974
m. Does the proposed project include an innovative stormwater
design?
❑Yes ENo LINA
If yes, attach appropriate documentation.
n. ([)Will water be impounded? ❑Yes ENo [INA
(ii) If yes, how many acres?
If proposed development Is a subdivision, will additional utilities be
installed for this upland development?
EYes ❑No [INA
,kGIVECi (1C
r.'JGIVI UVlLi�OiN(7T� N,
Mb
252-808-2008 :: 1t-8tt8-4RRaz0AST :: revise& 12/26/06

Foram ®CNI NIP -4
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
a. (1) Is the docking facility/marina:
❑Commercial ❑Public/Government ®Private/Community
c. (1) Dock(s) and/or pier(s)
(ii) Number 2
(Iii) Length access pier (timber walkway) is 513 feet in
length, proposed pier is 292 feet in length see sheet
(iv) Width access pier is 6 feet in width, proposed pier is
8 feet in width
(v) Floating ®Yes []No
e. (i) Are Platforms included? ®Yes RNo
If yes:
(ii) Number.. 2
(iii) Length Ramp landing 15'. Gazebo 16'
IN) Width Ramp landing 12'. Gazebo 16'
(v) Floating ❑Yes RNo
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
There will be 16 proposed slips. 50 linear feet of temporary
tie-up on either side of slip 1 and 16 for a total of 100
linear feet of temporary tie-up R transient slips), and
signs will be posted to backside of dock stating "No
dockage, no slips backside of dock spline"
(ii) Number of slips existing
0
1. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
ROpen water; no dredging required
❑Other; please describe:
b. (i) WIII the facility be open to the general public?
[]Yes RNo
d. (!)Are Finger Piers included? ®Yes []No
If yes:
(ii) Number 9
(iii) Length 42
(iv) Width 4
(v) Floating ®Yes []No
f. (i) Are Boatlifts included? RYes []No
If yes:
(ii) Number 16
(iii) Length 12.5'
(iv) Width 14'.
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
R Dockage ('Wet slips") only, number of slips: 16
❑ Dry storage; number of boats: —
❑ Boat ramp(s); number of boat ramps: _
R Other, please describe:
Two 4 -foot by 10 -foot emeraencv crew platforms and
associated dock dry stand pipe. risers, and hose cabinet
as required by NFPA and local requirements Boat lifts at
each of the 16 32 -foot Iona boat slips will be provided.
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
small to mid -length motor boats
RECEIVED l S
K)C,1\4 VV11-MING T ON, `)'
JUN 0 ? 20116
k. Typical boat length: up to 40 feet - I. (1) Will the facility be open to the general public?
252-50&.28WO .. 1-886-4L=kS:OAST reerused.: 12/27106

co €via U('; t. ii F.t ('`" -r` ptry,,U as, Page 2., of 6)
m. (i) WIII the facility have tie pilings?
®Yes []No - -
(ii) If yes number of tie pilings?
There will be 16 guide piles and 9 mooring piles for a total
of 25 piles for the floating dock system.
❑Yes ®No
a. Check each of the following sanitary facilities that will be Included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number:_; Locaflon:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
No sewage pumping, storage, or discharge facilities are proposed.
c. Describe the disposal of solid waste, fish offal and trash.
Solid waste, fish offal and trash will be disposed of at individual residences.
d. How will overboard discharge of sewage from boats be controlled?
Signage will be posted stating no discharge of sewage.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
Signs will be located at the entrance to the elevated walkway leading to the marina, and at the entrance to the marina, for a
total of 2 signs.
(ii) Give the location and number of "Pumpout Available' signs proposed. ,
0
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
Fueling and mechanical/structural repairs will not be permitted at the docks. No other industrial type pollutants are anticipated.
g. Where will residue from vessel maintenance be disposed of?
Vessel maintenance areas are not proposed.
h. Give the number of channel markers and "No Wake' signs proposed. 0
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
none proposed.
j. What will be the marina policy on overnight and live -aboard dockage?
Overnight and live -aboard dockage will not be permitted.
k. Describe design measures that promote boat basin flushing? REUt.M:-u
Open water floating dock system proposed so no measures needed. { n, \iVIL MING1 ON, f`N(::
:252-008--2806 :: :: w.�nrvi+.euerra ,at:aGwsaear4 esveesFe.aee9: - roldead:/2127106

F€-rl wye Ul,' cii F'AF,.F. (Structures, r vger Z of v")
I. If this project is an expansion of an existing marina, what types of services are currently provided?
N/A - new dock system.
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 O so ft ❑SAV ❑SB _.
®WL Osoft ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
a. (1) Number _
(ii) Length
(iii) Width _
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
6..;MOOR/NG PILINGS and BUOYS ®This section not appficatile'.
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.)
:)r1v i-pni (riNt:Tn',t� Nl',
252-0084808 �: 'e ••na si-K. t lob 6:e raxrlsads'i2/27/ 6

rGrt't BCM F&P— 4 Ceer,e Nsea, nage A of 4)
e. Arc of the swing.
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
The western end of the marina is 15 feet from the riparian
property line and the eastern end of the marina is
approximately 75 feet from the riparian property line.
Note: For buoy or mooring piling, use arc of swing,including length
of vessel.
C. Width of water body
Approx. 590 feet
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No [INA
(Qi) If yes, explain what type and howtheywill be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
See Figure 2. The western end of the marina is
approximately 870 feet from the docking facility (pier) of the
riparian property owner to the west at 6008 E. Yacht Dr.,
and the eastern end of the marina is approximately 1,335
feet from the docking facility (pier) of the riparian property
owner to the east at 6202 E. Yacht Dr.
d. Water depth at watenvard end of structure at NLW or NWL
10.5 feet
a. Give complete description:
Proposed improvements include a 16 -slip floating dock system with boat lifts, two elevated access pier timber walkway
sections to access the docking facility totaling 513 feet in length and 6 feet in width connecting the residences to the dock
system, a bulkhead along the northern shore line approximately 1,055 feet in length and 3 feet in width, a permanent
vehicular access bridge providing access over coastal wetland and non -navigable surface water to a home site, a 14 -lot
residential subdivision with associated roadways and stormwater treatment practices.
DECEIVED
S RAWILIAIIIGTt_N,N
'JUN 0 2 201
252-608-2908 :: 1-638-44PCC3&5 e :r xnr«ver.¢ar..eraasta.Qsv�2.enaereronesaf.va�te revosed: x2/27106

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.
a. Is the proposed bridge:
❑Commercial ❑Public/Government ®Private/Community
c. Type of bridge (construction material):
Permanent elevated timber vehicular bridge
e. (!)Will proposed bridge replace an existing bridge? ❑Yes ®No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
b. Water body to be crossed by bridge:
Coastal wetland and non -navigable waters.
d. Water depth at the proposed crossing at NLW or NWL:
Approximately 1 foot (typical).
f. (i) Will proposed bridge replace an existing culvert? ❑Yes ®No
If yes,
(ii) Length of existing culvert: _
(Ili) 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)
9. Length of proposed bridge: Permanent timber vehicular bridge h. Width of proposed bridge: Permanent timber vehicular bridge
is 267 feet in length. is 13 feet in width .
i. Will the proposed bridge affect existing water flow? []Yes ®No
If yes, explain:
k. Navigation clearance underneath proposed bridge: Surface
water is not navigable by boat but is tidally influenced.
j. Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ®No
If yes, explain:
I. 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: minimum 3 feet
waters? ®Yes ❑No
If yes, explain: The coastal wetlands and open water being
crossed is not navigable by boat but is tidally influenced.
a• Number of culverts proposed:
b. Water body in which the culvert is to be placed:
RL Cc1V�U
i�%.lyi \NIL.iv11PlG rJP.i, VC
,anti`. I'I2 20
252-003.2808 :: 1-888.41RCOASIr ::ev9vd9•v'.raccu3`,+.a$o-3fu5s&veme•s?etat?ts$.tte^.§ Ueviscd: 10/26106

raearmfm DOW PAP -5I ( sidser, and VuJIFL"Ils., Paury 2 of 4)
< Form continues on back>
c. Type of culvert (construction material):
d. (1) Will proposed culvert replace an existing bridge?
❑Yes [-]No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigationclearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f. Length of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL.
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes []No
If yes, explain:.
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ®No
If yes,
(ii) Avg. length of area to be excavated: _
(Iii) Avg, width of area to be excavated: _
(iv) Avg. depth of area to be excavated: _
(v) Amount of material to be excavated in cubic yards:
C. (i) Will the placement of the proposed bridge or culvert require any
high -ground excavation? ❑Yes ®No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg.. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards: _
e. (1) Will proposed culvert replace an existing culvert?
❑Yes ONO
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(iv) Height of the topof the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9. Width of proposed culvert: _
1. Depth of culvert to be buried below existing bottom contour.
k. Will the proposed culvert affect existing water flow?
❑Yes []No
If yes, explain:
b. (1) 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
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
I cFIV€T)
4��r�Ut Vrti�l�l+,fl1VI��..+ a
292-808-2,300 n 4-B`2O-4,ka5;:8.1ASY :: revised: 'Eft/vSlord

kY e FOII D'Mi utr`cF—ZU (Bkid us e-nd Ccdwer,.0 Page, 3 of 4)
d. If the placement of the bridge or culvert involves anyexcavation, please complete the following:
(i) Location of the. spoil disposal area:
(li) Dimensions of the spoil disposal area: _
(iii) 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 OWL OSB ❑None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? ❑Yes ❑No
If yes, give dimensions if different from (ii) 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 ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
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: _
(iii) Avg. width of area to be filled: _
(iv) Purpose of fill:
a. Will the proposed project require the relocation of any existing
utility lines? ❑Yes ®No
If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
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 ®None
(ii) Describe the purpose of the excavation in these areas:
b. Will the proposed project require the construction of any temporary
detour structures? []Yes ®No
If yes, explain:
Form continues on back>
rjLCr"VED
UF
JUN � ,, M"G
2.52-80-2S'SB ;: 1-8`,18.4Ea,C,t, &ST n eevisedt 101MOR OR

Ff.:D4"Mj F Ewkcit vn(d mfuiverks, tis ^tp 4. of 4;
c. Will the proposed project require any work channels?
❑Yes ®No
If yes, complete Form DCM-MP-2.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
mechanical pile driving equipment
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.
d. How will excavated or fill material be kept on site and erosion
controlled?
Silt fence and other appropriate sedimentation and erosin
control measures will be installed, inspected and
maintained per NCDENR and Town of Oak Island
regulations
f. Will wetlands be crossed in transporting equipment to project site?
®Yes ❑Nc
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Construction mats will be used for construction of the
elevated walkway over wetlands leading to the dock
system. For lot 14, a permanent elevated timber
vehicular bridge will be used for access. The floating
dock will be a pre -fab type dock system that will be
assembled away from the site and transported via
barge.. Elevated walkways and bridges will be a
minimum three feet above the wetland ground surface
where crossed, and will not impact or cross navigable
water.
��C�IV�C Alr"
Cfin `l�1fLA�4NGT�i�, .
dN 0 ? MC)
s'�_S6tt-�EtgEt :: 5.888-ltRp;,fi+AST :: revrised: 10/26/06

10
APR 220M

NORMAL HIGH
WATER LINE (TYP)
30' CANA SETBACK (TYP) / r
50' COASTAL
STORMWATERSETBACK
75'AEC LINE 4
r
r '
r
r
L_+
- r
-J
ZONING r-
SETBACK (TYP) -�
� r
r � r
r
L. r
0 60 120
I ® ® J
GRAPHIC SCALE (IN FEET)
IEWETLAND IMPACT AREA 1
- com VILLAGE AT LUCAS CCWEIVED
:H, NC 27616 OAK ISLAND, NORT �fWfLIN-11I\IGTG'
IHUiE, i) i, 2006
URE NO.
1A
1„ _ 60'��
FEB 2016
BY: HTR
. .._..
0 60 120
I ® ® J
GRAPHIC SCALE (IN FEET)
IEWETLAND IMPACT AREA 1
- com VILLAGE AT LUCAS CCWEIVED
:H, NC 27616 OAK ISLAND, NORT �fWfLIN-11I\IGTG'
IHUiE, i) i, 2006
URE NO.
1A

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0 60 120
GRAPHICSCALE (IN FEET)
SCALE. 1„ 0 60
*S&MEWETLAND
WVW\/.SMEINC.GOM
NC ENGINEER LICENSE #F-0178
3201 SPRING FOREST RD, RALEIGH, NC 27616
IMPACT AREA 2FE8
VILLAGE AT LUCAS COVEOJECT
OAK ISLAND, NORTH q L+I
M1 I
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JFIGURENO.DATE
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GRAPHICSCALE (IN FEET)
SCALE. 1„ 0 60
*S&MEWETLAND
WVW\/.SMEINC.GOM
NC ENGINEER LICENSE #F-0178
3201 SPRING FOREST RD, RALEIGH, NC 27616
IMPACT AREA 2FE8
VILLAGE AT LUCAS COVEOJECT
OAK ISLAND, NORTH q L+I
M1 I
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_JAI
JFIGURENO.DATE
2016
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--
il
30'CAM�SETNACK ) I _ ------'' I
COA AL WETLANDI 1 I
L 1 ' AEC LINE
I I i
s 150' CO TAIL 1 1
®STORMWATERS ACK
® / NON -C TAIL
® r
r
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1 r
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I
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a 1 j II
0 60 .120
-
-
GRAPHIC SCALE (IN FEET)
-
-
A-5788
SCALE: 1i, _ 60,
- -
FIGURE NO.
DATE FEB 2016
& MEVVVWV.SMEINC.COM
WETLAND IMPACT AREA 3
-
1 C
oRAwNBY:
:BTR
VILLAGE AT LUCAS COVE
PROJECT NO:
4305-15-004.
NC ENGINEER LICENSE AF -0170
3201 SPRING FOREST RD, RALEIGH, NC 27616
OAK ISLAND, NORTH CA Q),INp �
- � 1p&
DCM WILMINGTON,
NC
ok, H16

404 NCW Al2A120 +Lt3o L129
NE 61 ST STREET , AREA #1 At19 �'°— —�' 116
A117/K Aill, 2� \ • 1�7
UPLANDS A89 A 0 Aft X4\04 CW AREA#1
'F.'.. A91 A115 x•.K8tl���.�1--�''�A108 �..
/ A88 . ,• At►4 At13 'All! A110 AIOb - AI07
A69 -A69 A70 A87 AS A85 '. A92 UPLANDS UPLANDS
/f A7E 578
A68 •i . A71 A74 AR4
—7/ A67
ASl / g
/, A61i65 •' ' A7s - A83.'-.-, .A93 A
I� p6 e2 D§ A� A�9geo A 2 404 NCW
J ! B1
UPLAND 2 .
• . •. ' , aso .
A6EA 1 A60 A59 AS A54 AS•• A, 2 • A51 A49
PG� / UPLANDS LINE
404 NCW
/ AREA 03 a26 A27
RIO �I' A2 A23 d24 — 49 �.
A@1 20
404 CW ARE19A#2
HLL
R9 •' A(9 N7jG,5 Lil7� '��
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s l 404 NC'
/ 404 NCW t4/Hi 3 E Al 3 "iE3UPLANDS y9 .
/ TOTAL TRACT AREA = 14.006 ACRES AREA #4 R1An ED DP E9 E , F .' f F0
TOTAL UPLAND AREA = 4.266 ACRES; dl 9 1F2 Ele - !�N NF2 F3
TOTAL 404 NCW AREA = 0 {8B ACRES- A A L33�
TOTAL 404 CW AREA ..= 4.080 ACRES p3 A4 A� a6 �+ u2 FBQ.
TOTAL NHW AREA = 6.131 ACRES • �`— L5 " L6'' L39L4b Los.
La L4
404 CW AREA #3
ERB 9@PLI/L@PLI-
-
1• MICHAEL LEE TACKM. , CERTIFY THAT THIS MAP WAS _
SIGN.-
CHAELl TAC ETT, N.C.P.I.S No.L-4 5
NORMAL HIGH WATER,
•\ l 6 . - LW
L
'Y9 Y '
SEAL re
REGULATORY OFFIC1Al: __..
--------------------
0
L-4556 0 o m
OTLE•
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DATE:---------------
so
.- -
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_____
USACE ACTION 10. ___x^1S`L'----�`.'� -.S
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NORMAL HIGH WATER,
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-
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BOUNDARY LINE
AD4%NER FROPERTI'
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NORMAL HIGHWAT�ILINE.
,LINE:
_
e \ \
484 NCW LINE
i
N
W
N
N.G. GRID 9
(NAD'83/2b11)
120 180
404 NCW
. 464 GW
USACE 404 WETLAND
DELINEATION MAP
.JUN (i 2 2016
I C

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,
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404 NCW AREA #1 0.013 ACRES
404 NCW AREA #2 0A26 ACRES LOOM
Llo L106�4404 NCW A RE0.099"kckts
-A #3
3 0 404 NCW AREA #4 0.024 ACRES
404 NCW AREA #5 0.007 ACRES
�
04 NCW AREA 46 =0.011 ACRES Nim NORMAL Him WATER
`LIV04 464 CW AREA #1 1,596 ACRES NCW NONCOASTALWETLANDS
404 CW AREA 42 i466 ACRES
0.019 ACRES CW COASTAL WETLANDS
N3� 404 C%
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f409 6.6
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7 F09 - F APP, ROVED AT THE 719E OMIS IMP
5 F56 A"D
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L57
L L56 1.55151
L49
L53
- - - - - - fiAPE E F
I MR
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180
JRVEY.DWG
LISACE 404 WETLAND
DELINEATION MAP
EItlAIW/Ri'm
M 0 sJ2016
DENOTES PROPERTY
�NER
CESR
0
L 01;
DENO . TES WETLAND FLAG
BOUNDARY LINE
—AWbINWROPIER7V
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464 CWhWE- —_.-
—
464
464 NOWLEL-
494 NCW
L71
70
L69
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F
f409 6.6
I a LAMA C6*ALViEW
15 UPLANDS UPLANDS WAND
404 NCW F59 F58 N-OR"J"10HWATFAUNESINOT ,
7 F09 - F APP, ROVED AT THE 719E OMIS IMP
5 F56 A"D
AREA#6 -l<.l:z7 -I L�w,--Z L60
F 7 P55 F54 F53'
F ti
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L57
L L56 1.55151
L49
L53
- - - - - - fiAPE E F
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180
JRVEY.DWG
LISACE 404 WETLAND
DELINEATION MAP
EItlAIW/Ri'm
M 0 sJ2016

fum ,
,j � � 2 2M

FROM
BEARING
DISTANCE
LINE
H1.
N 88'02'27" W
1777'
H2
H2
N 50717'10' W4:84'
J2- "
H3
H3
N 08'91 31 ' W
8,59'
H4
H4.
N 04!56'24" W.
16.67
H5
H5
N 53'57'02" W
4.01'
H6
H6
S 61'10'25' W
16:96'
H7
H7
N 69^32'32" IN
13.33'
H8
H8
N 14'18'36" W
33.43'
A24
HIA 04
S 01'57-54' W
20,40'
A13.. .
Ai3.
S 34'49'09" IN
13.63'
HIB/Al 9
H AA14
S 64'40'5+" W
14.60'
HiC:-
H1G
S 06'44'23" E'
13.33'
Hf 015
J11
S 52"13'21" W
23.5.3'
113
FROM
BEARING
DISTANCE
TO
H
N 16`21'15" IN 1
22.92''
12 '
12
N 09'23'36" E'
11.42'
13
13`
N 48'32'10" W 1
7.93'
`I4
FROM
BEARING
DISTANCE
DISTANCE
TO
Jt "
S 16'43'11"
W',
34.92'
'J2:-"'
J2- "
S 40'56139" W
8.O;i'
J3
J3
N 69'34'14°
W -
4,81'
J4
J4
W-71'01.'15"
W
7.30'
J5
J5
'N 00,'32'17"
E
7.83'
J6
'J6
S,l 88'30'27"
IN
10,78'
J7
J7
N 13'51'23"
E
21'.16'
J8
JB
N 40'28 53"
W'
1200
J9
J9-
N 09'06'05"
W 1
24.32'
410 '
910
N 35'27'09" W .1
2952'
J11
FR OM
BEARING
DISTANCE
I DISTANCE
TO
Kt
S 17'44'16"
W
29.46'
K2
K211.94'
1-2-
L2-
N 06715'26" E`
10
K3
N 10'03'09"
W
1 6.81'
K4
K4
N 10'31'52"
W
1 13.38'
K5
FROM
BEARING
DISTANCE
TO
Lt
N 18100'12" W
646'
10PL9
L0PL1
N IW00'12" W
3765'
1-2-
L2-
N 06715'26" E`
51.33'
L3 `
0,
W 13'33'55" E
23,88'
L4
L4:
N 03'31'05" E`
46.31
L5 -
L5
N 10`39'49" E
29.90'
L6
L6
N 50'26'34" W '_
13.46'
L7
L7_
w 6110.3,'37" W
30.05'
L8
1,8.
N 6759'55" W -
24,50'
L9
L9'
S 16'55'23" W
7.45'
L10
L10
S 04'18'36" W'
24.72'
L11
L11
S 29148'21" W
17.35'
L12
L12
S 52"13'21" W
23.5.3'
113
L1:3.
N 13'43'31" W
34,12'
L14
L14
S 69"48'00"
W
18.82'
L15
LLS'
W 40`13'34'
W'"
11,62''
L16
L16`
N 07`19'12'' E
26.57'
L17
L17
N 16'46'14" E
33.65'
L18
118
N 04'1959° E
34,80
119
Lig
4,62--25'14" E41.69'
L28A
L20
L20
N 00'95'08" W
72.35'
L21
C21
N 02`11'28" E
22.75'
L22
122
N 27'53'37" E
16.03'
123
123
N 22'22'51" E
43.94'
L24
L24
N 65'53'41" E
22.43'
1 L25
FROM
BEARING
DISTANCE
DISTANCE
TO
L25:
N 07'48'45" E -
16,12'-
L26
L26
S 78'42'05" E
13.15'.
L27
L27 "
N 30'46'42" E
8.45'
L27A
L27A
N 07'58'30" IN
19,83'
L278
L278,
N 67'58'01" W
14..19'
1.27C
L27C _
N 17'05'03" W
26.86'
L27D
L27D'
N 23'19'05" W
28,05'
L27E
127E
N 38'50x40" E
16.84'
1270`
L27G
N 1T2.9'15" E
12.58'
L2 -7H
L27H
N 18'07'34" E
26.91'
L271
1-271i
N 28'56'38" E
16.48''
L27J
L27JI`
N 53'03'38" E
12:96''
L27K -
L27K
S 53'09'00" E
12,81'
07c
271L27E'
T2 -7L
S 46'5045" E
24.97'
L27M
L27M
S 00'49'14" E
30.94'
L27N
L27N`,
S 11'55'10" W
41.43`"
L270
L270;
S 01'48'31" E
32.22'
L27P
L27P
S 3957'35" W.
33419'
L27R
L27R`
S OP4503" E `
24.0;6'
L28
L28
S 83'30'04" E
22.41:'
L28A
L28A "
S 1902'-20" W
34,04'
L29
L29-
S 1942'45" IN
63.06'
L30
L30
S 12'5,9'41" :W
54,45`
L32`
L32
S Q5-10-20- W
41:49'
L33A'
L33A
' S 19'09'59" E
0.28'
L34
134 "
S 39'16'37" W
17.W,
L35
135
S 1421'25" IN
33,77'
L35A-
L35A'
S 16'1755" E
8;18'
L36
136,
S 64'15'29" E
26:50"
L37
137
S 7T53'30" E
29.22'.'
L38'
L38
S 85'07'50" E
11.52'
L39
L39"
N 21'14'46" E
13.78'
L40.
L40
N 0718'2$" W
29,51:''
L42
142
N 19'23'08 E
55.18'
143
143
. N 16' 18'50" E : -
51.06' -.
L44
L44 '
N 1037`32" E
' 56.78'.
L45
145
N OT53'36" E
63.97'
146
146
N 07'17'46" E
79.911
147
L47'
N 09102:17" E
57.42'
L48'
148:
N ,I1'44'38" E
63,28'
149
149-
N 16'51'24" E
66,29'
L50'
L50
N 092548" E
50
L51`
L51
N 03'19'26" W
26.22'
L52
152"
N 15'03'40"`E
198
20.89'
153
153:.
N 00'33'10"
E
40.28'
L54
L54P
N 46'45`36" E 7
10.16'
155
L55
N 06'31'31" E
48.52'_
L56
L56'
N 10'18'56" E
41.10'
L57
1-57
N 09'29'55" E
6556°
L58
L58':'
N 02'25'04" E - .
39,59'
L59'
L59
N 10733'32" W
33:06'
L60
L66 °'
N 35'14'29"' W
19,83'
L61
1-61
N 03'32-30" W
27,83'
L62
182
N 21'14'31"
W
37.34'_
-164
164
-W 80'19'06" W
48.04'
L66
L66
S 07'04'08" IN
36.39'
'167
L67
S 75'06'30" W
13.81'
L68
L68
S 78'51`49" W
21.88'
L69
L69
S 50'56'39'' W
22,07'
170
L70
N 56'56'10" W
13.82'
L71'
-F7 -1
S 51-08'30" W'
27.49'
L72
172
S 22'4836" W
54,07''
L73
773
S 13'35'49" W
71:81'
L74
FROM
BEARING
DISTANCE
TO
L74-.
S
08'28'56'' W
84.56*
L75.
L75
I S 09'19'09" W
86.68''
L76
L76
S
09'53'02" W
83.32`
L77
L77S
L129
10'3600" W
26.0,1'
L78
178 -
S
40'55'33" W
32.94`
- L79"
L79
S 34'22'04' W
35,85`
'LBO
LBO,
S
I f 13' 16" E
23.10'
L81
L81
S
41'40'17" IN
21,87''
L82
L82:
' S
07'44'25" W
43.45
L83
LB3
S
12'21'49" E
29,99`
''184
L84
S
59'35'37" W
16.70''
L85
L85
S
01458'33" E-
23,43'
- L85A
L"`
S
0738'06" W
38.57
L85G
L85B`
S
11'04'24" W
3362'
L85C
L85C '
S
11'00'29" W
38,75'
L85D
L85D `
N
61'07'79" W
IO,32!_
:L85E
L85E
N
66'12'04" IN
13.61"
L85F
L85E -:`N
18'13'49" E.
23,41':
L85G
L85G
N
11'311.4" E31.72,''
L85H
L85H `
N
12'06'48" W
19.83'
L851
1-851
N
20'32b7" F
17,79'
L85J
185J
N
38'3252" W
17AW
L85K
L$5K
N
14'11'54" W'
26,98'
? L85L
L85L
IN
.OT46'49" E
35.80'
L88
L86
N 03'31'57" E
30.30'
.L87_.
L87"
N
09'25'40" E
35.16',
L88
188
N
16'49'02" E'
43,48.
169
N
8229-10' E
50.82'
190
L90
N
36'18" E
57
40AV
L91
L91
N
69'27'55" E
65.51'
.1-92
L92 :
N
08'27'38" E
63.18'
: L93
L93'
N
04'44'10" E
40.93'
L94`
L94__''
N
36'21'09"' W
14.77''
L95
195
N
50'54'21" W
7.06'
L96 `
L96
S 8753'41" E
16.94',
.L97
197
N
10'25'37" E
49,42''
198
L98
N
02'0342 E
41.66'
199
L99
N
06'3304" E
5);06'.1-100
7100
N
01'12'35" E
55,40'
LTO1'
1101
N
58'41'49" W
1513'
'L102 '
L102
S
74'14'46" W
32,65
L103`
L103
N
5T 11'43" W
34.31'
'L104
1104:
` N
23'56'44' W
55,40'
'' L1.05
1105 '.
S
3745'36" W
19.71'
1-106.
1106
S
25'01'0`2" W
0.78`
L107
-El 0-7.
S
28'13':48° E
26.01'
L108
L108
S
60'14'21" E
15.01'
.L109,
L109
S
01'00'21" W
31,33'
L710
L110
S
35'25'50" W
71-9.3 1'
Lt 11
L111 `
S
31'03'18" W
38,22
: L112
L112
S
42'56'16" W
25.45'
L113
1-113
S
30'06'52" W'
61.59''
''L114
Li 14
N
62'28'02!' E
31.30'
1118
LI18.
S 00'49'01" IN
28.98"
1-119
L119
S
82'40'18" W
14.96'
L117
1117
S
15'13'15' :W
- 21.06'
L116
Li16
S
26'22'17'E
23..41'
L120
1120
S
22'31'33" W
44.74'
L
1121
S
09'37'17" W
57.52'
L122
L122 '
S
09'57'59" W
71.18'
L123
L123
S 073428" W.
54.54'
L124
L124
S
17'02'14" W
59.44
L125
L125
S
01'05'43" W
41.99`
L726.
FROM:
BEARING
'DISTANCE '
DISTANCE:-
TO -
1126'
S 03'05'29" W
30.84' :
L127
L127
S 07'50'55"
W
36.53'
L128
L128
S 21'1948"
W
31.1,9'
L129.
L129
S 25'13'28"
W
29.04c
L130
1130.
-S 32'00'07_
W
28.96'
L131
1131
S 63'56'57'
W
23.9'7
L132
L132 1S
10114'35" W 1
6.64' 7
AOPL2
FROM
BEARING'
'DISTANCE '
TO
M1
N 45'40'44" E
9.65
M2
M2
S 31'28'27" E
16.82'
M3
M3
S 83'04'00"' W
18.13'A
M4
M4
N 13'15'01" E
10.06'
1M1
FROM
BEARING
DISTANCE
DI6TANCE
TO
N1
S 63'34`11"
E
12.43'
N2
N2
$ 14'59'06"
W
71;3'
'N3
71V7
5 8T18'18''
W
17.14
N4
N4
S 86'56'08 `
W
8.79
;N5
N5
-N 04'29'44''
E
12.6.6'
N6-
N6
N 06-03`32"E
ERB
15.66
N1
FROM
TIELINES
DISTANCE
TO' '
FROM
:BEARING'
DISTANCE'
TO
ERB
'S 1014'35' W
206.31Y"
A0PL1
ERB
S 2413'47" E
469,%%:
B1
ERB
5 10'23'18' E
940.31'
C1:
ERB
S 01'5023' E
420.47
DL
ERB,
S 0520'58" W
41804',
EiA�
ERB,
S 04 3733'' W
507.59" -
_ F1
ERB
S 04'05'40" W
104124'
G1
ERB
S 04'45'40" E
359,44"
HI
ERB
S 03'4048' W
875,80,'
Ii
ERB
S 10'54'38" E
674.50',
J1 "
ERB
S 1913'20" E
"725.tW
K1
ERB
5 10'14'35'' W
206.31'
LOPL1
ERB
S' 01'56'48. W
1068.30',
:M1
ERB'
S 02'32'11" W
499.49'
i
'Ni-
FROM
'BEARING.
DISTANCE
TO' '
G1
S 07'43'04" E
15,97
G3_
63
-§-24-02* -18" IN
12.81.'
04,
G4
S 69'20:6" W
17,36'
G5.
G5-
N 88'47 09" W
22.64'
G6_
G6
S 8121'14" W
16,597-
1 7
G7
N 7411'00" W
14.86'
G8 "
G8
N 46'01'18" IN
15.2 '
G9
G9
N 67'39'16" E I
2Q.07'
G10.
G10
S 89'36'29" E
28,95'
.G11,
G11
S 85'23'36" E
"'12.43'
G12
G12
N 24'24'43'' E
19.36,
G13
G13
S 79'0.2'35" E
15.88' 1
G1`. - t
OFNWAY
V!t:
18GBra
NHW: NORMALHIGHWATER
NOW NON COASTAL WETLANDS
CW COASTALWETLANDS
ERB EXISTING RESAR
DENOTES WETLAND FLAG
a2
DESIGNATION.
O DENOTES PROPERTY
-
- CORNER -
• DENOTES WETLAND FLAG
BOUNDARY LINE
ADJOINERPRNPERTY._.
NORMAL HIOHWATER LINE
404 CW LINE
404 NCW LINP
404 NOW
404 GW
NOTESz -
L WETtANOB AND NORMAL HIGII
WATER LINE DELNEATEDBY SBME.IN-
JANUARY 29%ALLFIAD DESIGNATIONS
SYSWE, SOME FIAO NUMBERS WERE
1IRYEY PER
NOT USED FOR THIS 27g.
OMEODOHFROMSBME
2, WMMICI9 AND NORMALHIOH .
WATERLWELCCATED BYAAPE FEAR
ENGINEERINO IN FESRUARY201 G,
3, *AMA COASTAL WERANDIIAND: -
NORMAL IIIGH WATER UNES NOT
APPROVED AT THE TIME OF'THIS MAP
ANDARESHOWN FOR REFERENCE
ONLY,
CAPE FEAR .
ENGINEERING
f6(PI»MHd.Aib'10}, Fta1"s 0'0.18x51
fEt[91C/uvraN;vAK(d1d)al3fols
smttr .ma: ..
sero, rorrorru
wrtr:_.: erxrmr
USACE 404 WETLAND
DELINEATION MAP
C & D HOMEQm
aunRW TORaw af
L>GN4 VJILt, t� I 's1,
)USI I

----r----T T ----r------, r ------------i j
I I I I I I I I I I ! I
I
-- _____ _- i
i ! i
I I I I 1 I I I I I I i
I-----------
------------
----------
NF
----- -_____-___-
I I
r------ ------------ -, DCM APPROVED RIPARIAN LIMIT
I I i i
1
NORMAL HIGH WATER LINE (TYP.)
VETLAND IMPACT AREA '1' r-----7 .=-------------' ! 30' CAMA SETBACK LINE _(TYF.
-04 NCW AREA #2 1 404 NCW ' - _ -
BOUNDARY/PROPERTY LINE
AREA
- r-
UP -LANDS --t T11'tMDS,— p -
WE IMPACT AREA '2'py>�A.,�Y'4-,N
404 NCW AREA #3.-- " r RS'H r
_ �A_
NE
V.
I 1 �: a-% //j ` �r �.. �y; •moi' VXg;•^.•%'l �V T•1
--_ � -�-- '^�2__�'-�Gi�!t � !� I,, .-' WATER ^r�.�-.-.•�;�la��?� -��_�
l AfPLA
X �•rI p ° 11 l--`
I \,
, 1
1 '
tt
1 '
I I 1 •r•;'.
190 EDGE Or GRASS" ;ci•'�•?••
15' RIPARIAN- �'•`z•^
_ / MARSH �• •. .
I SETBACK 1 1 I ',•'
'-----� I .,ey`/'i', o�m'."a- WATERt:+P��'- -a -- 1,
4:0 NCW AREA #5 �~- v UPLANDS
(r .- BUILKHEAD UPLANDS AREA #4 PROPF�RTY LINE AREAAND IMPACT
^
I!
404 NCW i
-- -------
404 NCW AREA
T'-
-----------
--
-
---J !-----------I'
I '
I h\
I i ,
,
`---------' r----------- t �'
---
I
F------------ -
'�
1 EXI STI N h
S1 SCALE: 1" = 200'
1/4 'WATER BODY :•;?,;,,-� 1.
t DISTANCE _
1 i l
ill �y
y
o.,..
;I r 0M'
vl 1$' RIPARIAN MCI_' 'm •``t'•
III SETBACK 1 Z
,1r
I
1
1
I
1
1
1
1
1
1
1
I
1
I
I
1
1
1
I
DATUM EQUATIONS
DCM APPROVED
RIPARIAN LIMIT
'
X75' AEC LINE (TYP.)'.
1
1 Z
�
250'
In
- -'
C) DO C Uy Zlo.
I
-
11y ''I Tn �;03
1 �
1
dlm �• cCi1n
USAUE CNANN�L
(NHW) +1.79' NAVD88
I
I 1I
II
1.0
l
//��LA 1 V � g
I PLAN
SITE i
-
1 I 1
NC GRID NORTH
(2011)
NAp83
I
1
1
I
1
1
1
1
1
1
1
I
1
I
I
1
1
1
I
For Permit
Not for Construction
THIS MAP IS BASED ON ORIGINAL
DRAWINGS FROM:
CAPE FEAR ENGINEERING
151 POOLE RD., SUITE 100
BELVIEW, NC, 28451
TEL [phone]
WETLANDS SURVEY
ENTITLED: USAGE 404 WETLAND
DELINEATION MAP
PROJECT NO.: 822-01
DATED: JULY 10, 2015
BATHYMETRIC SURVEY
ENTITLED: OAK ISLAND SUBDIVISIO
BATHYMETRIC SURVEY
PROJECT NO.: 822-01
DATED: APRIL 14, 2015
PROJECT NO.: 822-01
DATED: FEB 02, 2015
LEGEND 0 100 200 400
----- . NHW (NORMAL HIGH WATER LINE) CW COASTAL WETLAND 1 INCH = 200 FEET
— — — 307 CAMA SETBACK LINE 34 BORING Note: Water Depths Relative to MLLW. CAMA Major Permit De" os/z7/1s W,1 Date:
- - - - - 75' COASTAL SHORELINE AEC LINE 0D.Ne7nnes.N.7a+Nen Application
Land Topographic Elevations Relative to NAVD88 aoNeBcnNo eNcinBsnB _
CRISER'-' nem vmmeaena. sane me Smola: Job Numbc
PROPERTY LINE BOUNDARY WMIOBbn. NCP�� HE VLLAGE AT LUCAS COVE NOTED 7471.00
®_e
/ NHW Elevation = +1.79' NAVD88 TROUTMAN 9,0,897, ay7 m,
WETLANDS MLLW Elevation = -3.1' NAVD88 a,o.aa .ew, 7� OAK ISLAND, NC
0 -...—..._.,.- TANNER -
wmr.ceengmee,Ng.com lltle: Brown Bl Sheet Number.
® WETLAND IMPACT AREA Conversion Factor to MLLW Datum is NAVD -3.1' m sa Numb . a+,a T LUCAS CHE OVET HWL s1 of 8
6Copylighl 2015 Criser Troutman Tanner Consulting Engineers. This drawing & the designs shown ore the property of Criser Trautman Tanner Consulting Engineers. The reproduction, copying or other use of the drawing without the written permission is prohibited and in may be subject to legal action.
DATUM EQUATIONS
3.0
MEAN HIGHER HIGH WATER
MHH +2.1.6' NAVD88
- -'
2.0
-
NORMAL HIGH WATER
(NHW) +1.79' NAVD88
1.0
0.0' NAVD88
0.0
_
MEAN SEA LEVEL
-LO
(MSL) -0.56' NAVD88
w
L
Boz
-2.0
-
MEAN LOW WATER
(MLW) -2.94' NAVD88
MEAN LOW LOW WATER
(MLLW) -3.1' NAVD88
-4.0
•
STATION 8659182 OAK ISLAND,
ATLANTIC OCEAN, NC
For Permit
Not for Construction
THIS MAP IS BASED ON ORIGINAL
DRAWINGS FROM:
CAPE FEAR ENGINEERING
151 POOLE RD., SUITE 100
BELVIEW, NC, 28451
TEL [phone]
WETLANDS SURVEY
ENTITLED: USAGE 404 WETLAND
DELINEATION MAP
PROJECT NO.: 822-01
DATED: JULY 10, 2015
BATHYMETRIC SURVEY
ENTITLED: OAK ISLAND SUBDIVISIO
BATHYMETRIC SURVEY
PROJECT NO.: 822-01
DATED: APRIL 14, 2015
PROJECT NO.: 822-01
DATED: FEB 02, 2015
LEGEND 0 100 200 400
----- . NHW (NORMAL HIGH WATER LINE) CW COASTAL WETLAND 1 INCH = 200 FEET
— — — 307 CAMA SETBACK LINE 34 BORING Note: Water Depths Relative to MLLW. CAMA Major Permit De" os/z7/1s W,1 Date:
- - - - - 75' COASTAL SHORELINE AEC LINE 0D.Ne7nnes.N.7a+Nen Application
Land Topographic Elevations Relative to NAVD88 aoNeBcnNo eNcinBsnB _
CRISER'-' nem vmmeaena. sane me Smola: Job Numbc
PROPERTY LINE BOUNDARY WMIOBbn. NCP�� HE VLLAGE AT LUCAS COVE NOTED 7471.00
®_e
/ NHW Elevation = +1.79' NAVD88 TROUTMAN 9,0,897, ay7 m,
WETLANDS MLLW Elevation = -3.1' NAVD88 a,o.aa .ew, 7� OAK ISLAND, NC
0 -...—..._.,.- TANNER -
wmr.ceengmee,Ng.com lltle: Brown Bl Sheet Number.
® WETLAND IMPACT AREA Conversion Factor to MLLW Datum is NAVD -3.1' m sa Numb . a+,a T LUCAS CHE OVET HWL s1 of 8
6Copylighl 2015 Criser Troutman Tanner Consulting Engineers. This drawing & the designs shown ore the property of Criser Trautman Tanner Consulting Engineers. The reproduction, copying or other use of the drawing without the written permission is prohibited and in may be subject to legal action.

BOUNDARY / NORMAL HIGH WATER LINE ( i MARINA Z o
//
_4 ---- - - -- ----- ---------------------------
it
S8 SHT.ES5
/PROPERTY LINE _ 726'± 1 •Q
c
30' CAMA SETBACK 152' 179' 395' 1 a m
LINE (TYP.) !
--------- )CM APPROVED RIPARIAN_ LIMIT-__ :. Z1
AREA 1'-------------------------- 6'0 DRY STAND-PIPE, 15' RIPARIAN --
WETLAND IMPACT SETBACK
404 NCW AREA #2 y :' 3 SUSPENDED FROM ------2- -- TIMBER WALKWAYS-6' WIDE --�
w;y /• 75 AEC -WALKWAY W/ SSTL 58 - SEE S4 & S6
LINE (TYP. S8 HANGERS r I I
__-- /// )Nt 3'.19.3 'E .
-- N10' 25' 13.90"E N10' 02' , 'R10 03' 33" N10 Z'
1 - -- -- 499202 i+ _ _ - 15.365 38.218 296.0
w V 6 0 DRY STAND-PIPE_ 6"0 DRY STAND-PIPE, 1
""2 / -`�', \ WATER "` WATER � \
NE 61ST .TREE oy / I/ \ I> Y y..� _(UNDERGROUD) \�
�s
--Wit - --- - — SUSPENDED FROM
�Y /
---------- D Q a / y -��s} �h-t\ - WALKWAY W/ SSTL (�
«IRS
- - ---
GE
WETLAND IMPACT AREA 12"-
404 NCW AREA #3 FOOT~PA` R ' iN
I-- _ _ \.�...� r ' �',« • ,• -, , .,'GAZ'EB'O _ I
_ 5` /�)�'• , T Fd CONNECTION IV '[)RY-STAND •` ' 's` • ?' .1' '
PIPE CONNECTION WITHIN 100' -d ` «'r i ^ '-' - `�z�
- L-------- G �AT-�e F A PROPOSED HYDRANT . , 7 ;1=1. `
a• vnoE r - /, \ v \•r w' �• �-� 3;_/ �• ;`--`-r; «�`.\ moi'--«� �� • `I
/ •t CONCRETE. / / r
SIDEWALK - / //,� V ✓ \ \�\"� \� x .. J� s`. / !'«` J ' • «- �• 2`�° -• «�+- 1 I 1
_ .''ter_/ `> :`• �
i � / ��__ \7�-{ \\'� I^; "2�_� -rte 'l��A ,.,,: 'y �_`y.'s««�`• a��«�y.F`trt�• ` `.•�,`k «.a`�• .•�.«�. ��. `\
. \ � WAlITER
_ i �� / _. i _ �e=._t� \,C�..�.� ..tea--rte• r« Y.., 'f { �.� i ( , � -
/ y, /%//h) \ —may`-��`'�._. \.. i--r=-v�� =� `r_\"r�-. "�`'' �\Y• ' 1``«`'`•'``` «.It\-�'( « f•f«f''•` ` '« • • ,« • `'`« `I •�',W«/•\c\ ,.l 1\ 1` �
2 GRAVEL DRIVE \�--:-i,' •`,«i\• R1ARV • �EDGO OF
-
_ «,< INYL BULKHEAD WALL WATER,1�. t `,`�` Y • t
---Z m TO BRIDGE 1 s �' ` ' ' :. /'GRASS /
SECZION 2/S7 �,. o« ✓ 1' • ` i. %:. •1 `e
..-'C" - ''--Y."� i J \... .-s r.r_r}:^K�x-`.�.� of Vii.` « `1' \` 11<'' -
/ WATER"^ -�« is ��•.. I. rte. t i ARSH
Tf�EET .oro �� �,\ \ • 1ar,r•�. L ��\ \ C �y^',�.��� ,\_, _ —�—; `''-"'-=i«. `n �..9 •n' 0, . �. \ « •yam « �\ �___ - _%
�° %/ �� f �. \ / \ �\ \ (' �Y.�•, «. « «-.v-Z\ « .�. .\ v 2`Ar„,. •. \ / , f i 1 �_.L_.�. \ __ • « • -« e h ..iJ--T _- 7
:' `rI «R \111=�--_y�.,•..•�.,�«�" .)�--'I«`'.. off", \, rf;) r 1 I \ 1 / _••` �`/•«• _\Fj �\/'t 1 r /----- /
0 \T \( YLAI�@S\ `x' ) f •/- =? �. ._.,.� _..—..—..—.a. \ �ti= LVP\LA D' / / 1 I `� \ 1 �, aM -_' / t��-
I i/ f U f� _, ; - \ �'F •' / ! ! _ i �, I � / / / , \ �,<<;t; \ 1 15' D& APPROVED
x , V = _ _.✓"-=` ""� -- --£ _--_ _z-F -- £- _- _ 3 -� RIPARIAN LIMIT
-_`� - RIPARIAN
' WATER WATER - 1 SETBACK
r - 23D.6T](' / 11].532 __ _ 444.415 --®�� - 334. 4 ���-- SID' 2]' 5].60"W G10' 9Y Fn a9"W S1°' D• 41.01"W 1510' 2 232.fi58
r 81 °' 32_[I].35'W ¢ , 09' 3]' S].45'W - S10' 02'_10.15"W BOUNDARY PROPERTY LINEs1°' 27• ae. z•'w t 9 .48] 50.930 ]6.663 38. 19 -/ S10' 2]_36]6"W -
ERIST. BULKHEAD-----------------------------/ - 75_ AEC- LINE-(TYP.)
_-- -- -- TIMBER VEHICULAR ---
/' NORMAL HIGH BRIDGE CROSSING - 2 2 WETLAND IMPACT it
--- ------ __% 13' WIDE (CLR.) S7 S8 AREA `3' S81N
-- WATER LINE (TYP.) x 225'1 LONG - olv
30' CAMA SETBACK �r va �Im JU` �_l"IST
SEE S4 & S7
LINE (TYP.)
----- ----- p
SU THIS MAP IS BASED ON ORIGINAL DRAWINGS FROM:
'• - CAPE FEAR ENGINEERING WETLANDS SURVEY -
! - ----- 151 POOLE RD., SUITE 100 ENTITLED: USACE 404 WETLAND
/• r BELVIEW, INC, 28451 DELINEATION MAP
' NpgTll ' TEL [phone] PROJECT NO.: 822-01
---- --- / 7 DATED: JULY 10, 2015
NC GRID`S BATHYMETRIC SURVEY TOPOGRAPHICAL SURVEY
�' TE �� 83 (2p11) I F®r Permit ENTITLED: OAK ISLAND SUBDIVISION ENTITLED: OAK ISLAND SUBDIVISION
BATHYMETRIC SURVEY CONCEPT PLAN
S2 SCALE: 1 = 100 NAD Not for Construction PROJECT NO.: 822-01 PROJECT NO.: 822-01
DATED: APRIL 14, 2015 DATED: FEB 02, 2015
LEGEND 0 25 50 100 200
--- — NHW (NORMAL HIGH WATER LINE) 1 INCH = 100 FEET
- - - 30' CAMA SETBACK LINE
-' - - -' - 75' COASTAL SHORELINE AEC LINE Note: Water Depths Relative to MLLW. CAMA Major Permit Date R.Aelon Date:
Land Topographic Elevations Relative to NAVD88 am1ERm0UTMPNWNNER Application 05/27/16
®--- PROPERTY- LINE BOUNDARY::. CDNSULIINGENGINEER6
/ _ ._.. _ .. __-. CRISER" aMeF Rcean.... sun. 1m Sane: Job Number:-
- 1 WETLANDS NHW Elevation = +1.79' NAVD88 a oorINGI nn HEV LACE AT LUCAS COVE NOTED 7471.00
-• —• —• - TflOUTMAN
MLLW Elevation = -3.1' NAVD88 TANNER sloaszun ru OAK ISLAND, NC
WETLAND IMPACT AREA ^'rn; N. m na.: D.eeR 9r — meat Number.
Conversion Factor to MLLW Datum is NAVD -3.1' R,m°�^ e mmm THE VILLAGE AT S2 of 8
CW COASTAL WETLAND LUCAS COVE HWL
®Copyright 2015 Criser Troutman Tanner Consulting Engineers. This drawing & the designs shown are the property of Criser Troutman Tanner Consulting Engineers. The reproduction, copying or other use of the drawing without the written permission is prohibited and infringement maybe subject to legal action

DCM APPROVED E E E E E
RIPARIAN LIMIT___ E F k E E E E E
pR1AN Q I MARINASEE SHTOUT SS E EEE F k E
15' RIF _ I 1-1. I F F k
E E
_/_ I Q I .. __ - E FE F
BOUNDARY PROPERTY_LINE
EDGE OF 0 II I 1Q F F CW/IAF�SHk k E
J I I I I I C L k F E k k E
GRASS / x „ F E k
� E E k E
u•xrot a MARSH ot WATER m I O \\ % ZI '.N �� E E E F k E E
1 �➢ k
\� an E E
ME E SEE SHT S2 1 \ ,'� n
I l 1 I E HpN E
E jE L705�'\\ F mc+i EE E O 6 al uSpC+ G N
p O
�I I O 1NI _____ ------__f --_
\ k O o- �J
I �. WI I V) 0 �. E
E '_
_k E E F E *It II \�®.` — _L_ _ O \� �I 1/4 WATER
IE E k F E E k kms/ \ r I BODY DISTANCE
1 k k F k E E EE E O I\ 011
I '
IF E k E E _ E E I \m _ N
E E Fi`-- E 't _
1 F E kmir - x
IEE E EE Ek k�/�F E E\d klE I. O •' I 1 I U3
N
,F E E E E I.
k�E
E E ECV/IvkAR SEH k E � k 1F E 1 O
i'E
_ 4r-h1___'Yi I E 1 j
pl F E i E _-6 __E .E
�F kZ E
m
I I�Uu, - m x
k k `°. j u. -+ 1 = , \ I WETLANDS`, k E
E
E I x 1 _ I 1 I E F
W4)TER k R I WATER I Q) I /
E\ 1---�i,+ E I I `/ 1 I E k
\F?it
L71�k E i °ll EDZbE OF - / I I LEGEND m k E
u7D Ey k E\ E� _ \ ° __ GRASS / I _ ° NHW (NORMAL HIGH WATER LINE) E k E
5 \ mr
— 30' CAMA SETBACK LINE k
`L69Ek E F�,�\ I\� �NARH\ _ �.�.�•'Y '; I I •, ----- 75' COASTAL SHORELINE AEC LINE E k
k ISI E E k\ . ' \ NO DOCKAGE, ®--® PROPERTY LINE / BOUNDARY E
'd E 1'1 Et CEV✓kMASHE E E �I III NO SLIPS k �..�' g I 1 0 -...—...—...-WETLANDS k
E 1 I68 e'"k e 30CA4A SETBACK (BACKSIDE OF t _I
E \E e 1IE X66=IF LINE (T�'P. jDOCK SPLINE) x�, - CW COASTAL WETLAND
E EI vJET LN6�5 E k �I �, ;, __+---'' - EG EDGE OF GRASS
L E FA k ? of NORMAL, / I 1 250' ' X -6.25 ELEV. ®EXIST. GRADE E
k k Eh E\\ E E IE d I HIGH i - __---7" 1 ,
k 1 F ' \ E E Q ; WATER/ LINE - I Note: Water Depths Relative to MLLW. . k
i /,_ I - Land Topographic Elevations Relative to NAVD88
�F\� 1 \E` k \\ F j I (TYP -r— ---- _ _9`" I GRID NORTH E
} E44 I \f E; �QLSA J-��-�' /SEBpCK - i I No I For Perm9t NHW Elevation = +1.79' NAVD88 k
Ir4s E i ptS,R1pN� __-- i •x I toil) Not for Construction MLLW Elevation =-3.1' NAVD88 k
F 7 / NpD83 t Conversion Factor to MLLW Datum is NAVD -3.1' k k
49 � � i E '=�ti' // j x it E
@ATHYMETRIC SURVEY E
50 SHORELINE rLAI V
ENTITLED: OAK ISLAND SUBDIVISION N
L6'AN BATHYMETRIC SURVEY
WATER PROJECT O.: 822-01�1 DCM APPROVED pu
CA Op DATED: APRIL 14, 2015 E
k
E
RIPARIAN LIMIT Z SCALE: 1 50' -1
N
CAMA Major Permit Date R.d.ma Date:
X No-om
aPISE1111 ANJ TANNER Application 0527/16
COr.b_suneBOUNDARY/PROPERTY LINEcRISER BaaPo cmmesunatoe' ab Number00 25 50 100 monlrama rvcneaoa HE VILLAGEAT LUCAS COVE
%TROUTMAN NOTED7471.00
altos .wl vn.mamaeT.vn Tae OAK ISLAND, NC
R TANNER Rmuwe� a°mmee'"r.r-Ceara nno: ora.a ey. SM1eat Number. 1 INCH = 50 FEET THE VILLAGE AT S3 of 8
Z '. - - _- LUCAS COVE Hwt
gCopyright 2015 Criser Troutman Tanner Consulting Engineers. This drawing & the designs shown are the property of Criser Trautman Tanner Consulting Engineers. The reproduction, copying or other use of the drawing without the written permission is prohibited and infringement may be subject to legal action

18
12
6
0
-6
-12
-16
J
0+00 0+50 1+00 1+50 1+00 1+ou
GRAPHIC SCALE IN FEET
CROSS-SECTION - TIMBER VEHICULAR BRIDGE CROSSING 0 5 10 20 40
SCALE: 1" = 20'-0"
APPROX. EXIST. GRADE
GROUNANCHOR\
INBOARD WALER
#57 STONE-­-
DRAINAGE
TONEDRAINAGE FAB
9" TO 12" DEEP
VINYL SHEET
PILE BULKHEAD
WALL
3'
D
SCALE: N.T.S.
TIMBER CAP
4x RUNNER
TIMBER WALER
-WEEP HOLE ? a
�<
-EXIST. GRADE VARIES o W 6" PIPING-/
1 0 (SEE PLANS)
/i m
BULKHEAD LOCATED LANDWARD
OF NHW / COASTAL WETLAND
(MARSH GRASS)
13'-0" CUR. ® VEHICULAR BRIDGE
P.T. 4x TIMBER TIMBER
I / Z/ -DECKING GUARDRAILS
P.T. 3x TIMBER
° ----
EXIST.
P.T. TIMBER VARIES
BRACING P.T. TIMBER
f PILES
VEHICULAR BRIDGE
CROSSING SECTION
SCALE: N.T.S.
Note: Water Depths Relative to MLLW.
Land Topographic Elevations Relative to NAVD88
S E CT I ON i For Permit NHW Elevation =+1.79' NAVD88
Not for Construction MLLW Elevation = -3.1'NAVD88
Conversion Factor to MLLW Datum is NAVD -3.1'
@Copyright 2015 Crisco Troutman Tanner Consulting Engineers. This drawing & the designs shown are the property of Loser ooutmon [Griner Meaning cngmeers. ine reprouuanon, copying or Omer use u, me u,umny waimw me mwa° pamies°n ,e y,,,n,-CU Ung I ..uy „. ­ '­ ,,, ..y.�
1 INCH = 20 FEET
6'-0"
)W WATER
HIGH WATER
GRADE
_ NHW
NAVD88 MLW
6
2
6
i
'l
TIMBER
DECKING
f GUARDRAILS
P.T. 4x TIMBER Ir
P.T. TIMBER
z o ° ° SPLIT CAPS
ox
------ _ GALV. BOLTS
a ° ° APPROX.
EXIST.
GRADE,
VARIES
P.T. TIMBER P.T. TIMBER
BRACING[]--PILES
TIMBER WALKWAY
4 SECTION
S7 SCALE: N.T.S.

DCM APPROVED E E E E E E E
RIPARIAN LIMIT E E E
N S�gpGK f O I! MARINA LAYOUT 1 m E F E E E E E
1 c. E E
15 FEIPARIA 1 1 1 SEE SHT. S5 ' .. q E E E E E E e
_ I E E E E E
_ 1
BOUNDARY/PROPERTY_LINE x EEE E F EEE E E E EE F F
EDGE OF 1� I 1 10 E E CW EIvAgSHE E F
x GRASS / z 1' 0 11 I 1 Cl E E E E E E E E
_MARSH m WATER 11 O 1\ x ur
�UWJ I ' 1 ➢ E E E E E E E E F
1 m E E
.r � \ E
\k
SEE SHT S2 1 O �\ W 1 CHpNNE� '"0 ''• C> E
^' L105 \ E cmi % E j 6 : OIL
USWil pCE ➢ O
k%
/'�
�N NE F 1 \ �I " IN
E /4 \ E O 1 CL-y
:I. 1 1' IIIA" ' I \ >_ ' :C /�i E E
1 0 ' N n i
-Im � ---E _-1E _ E -E \ v \ �. �.,� O \1 D I 1/4 WATER E
E tP
�E E E E E E E E E E E m 7\ 1. = BODY DISTANCE ➢r . Z',� E
1 E E E E E E E E E E �\ 1 O 1 ••\\ml 1 1
1 E E E E E
I E E E E� E E
E i ,o E
E -� E
I \E -" 1 1 ➢
i- E —_F E E E E E I E E 11
EIE E E E EC�J�NEARSEHE E E E E EI O
EE I \ E I. T ' _ E
I E E E E E E
IE E
E E
E
E J
SE
i E E E I N-'
E 1 / WETLANDS'•,\ E E\ E
\ WP,)TER E i Q l WATER 1 0 1 / I I I, E E
E I
E\J� L7i<\ E\\\ 'ya`o \\`E i "11 ED6E OF :! LEGEND m1E E E
mw _ GRAS},S NHW (NORMAL HIGH WATER LINE) E E
170 '1� �> '4AAR$H _ _ 30' CAMA SETBACK LINE E E E
E �E IEILE9E E E Ewe E. 11 N `\INO DOCKAGE, : �, ' ®mo 75' COASTAL SHORELINE AEC LINE E E
(, i ' PROPERTY LINE / BOUNDARY
'd E i\l CNJEty VSHE E zl II NO SLIPS - I �' go° I 1 0 _...—...—...-WETLANDS E
E I �s8 k''�\ e ' 30' CA4A SETBACK (BACKSIDE OF _
E \ E i - L6s'\E m LINE (T'�P.1 xDOCK SPLINE) CW COASTAL WETLAND
E 4 EIEVtiET7 LIV40S E �R�' P °' _-+--_--' _ - EG EDGE OF GRASS E
L l E F o1 NORMALi / 1 1 2g0' I X -6.z5 ELEV. ®EXIST. GRADE
E E 'P-' E- E EIE \ ' HIGH
E E E'h ' \ \ E E �m i WATER/ LINE /� - - ' Note: Water Depths Relative to MLLW.
E 1: -.. • E \E E E I II (TYP°),, _---'- �- - TM Land Topographic Elevations Relative to NAVD88 E
3 ?4a `e E\ -,V J-_r N iS�gpCK - --- � i NC cRlo NOR For Permit NHW Elevation = +1.79' NAVD88 E E
IF4s i�jp„RIA __ x 1 gC1i1% Not for Construction MLLW Elevation =-3.1' NAVD88 E
F 4 _-- �N, �5_ ----? - - j x x x J NAog3 t Conversion Factor to MLLW Datum is NAVD -3.1'. E E
49 i _ST' _x // j 1 x x (n �'p 7p C @ 1� o E
50 1 A6,1—Y� ` s a// N N m
SHORELINE I V G PLA 1 V BATHYMETRIC SURVEY E
8 _� ,,, ' z /�� 1 ENTITLED: OAK ISLAND SUBDIVISION E
L60 �I1C WATER DCM APPROVED 1 !, N n : ”' 1 A ] �J ® ®/—$� {� �' �' f �� rC [ PROJECT NO.A a TMEOTRIC SURVEY E
o� RIPARIAN LIMIT O cn x m DATED: APRIL 14, 2015 E
�m I I Z10 S3 SCALE: 1" = 50'
jx I (U7 (i1x 'm CAMA Major Permit Dote Remeim Date: m
§om
Application05�27�16
Co_CONSUONG ENGINEERS1 BOUNDARY/PROPERTY LINE -- CRISER eSO PeazMmave SUM idt Jab Number.�-- — •is — F---- —_�-- - "eiozerz'a'm TME VIUAGE AT LUCAS COVE NOTED 7471.00
_.Q, 0 25 50 100 TROUTMANTANNER ee.^e a.aun OAK ISLAND, NC
1 INCH = 50 FEET nna: Drawn ey: Sheet Number. S3 of 8
U "^^"wme Nvnib oF018 THE VILLAGE AT
ar
1 Z '. LUCAS COVE HWL
Qpyright 2015 Criser Troutman Tanner Consulting Engineers. This drawing & the designs shown are the property of Criser Troutman Tanner Consulting Engineers. the reproduction, copying or other use of the drawing Without the written permission Is prohibited and infringement may be subject to legal action

WA E
6"0 DRY STAND—PIPE, SUSPENDED — ,-- \ \ 6"0 DRY , SPE/ WATER
WATER JW\ GRASS/MARSH OF
�
D�--P—IPo` E-\
DGF E
UE
FROM WALKWAY W/SSTL HANGERS
—FROM WALKWAY Wl SSTL HANGERS
FLOATING DOCKS
l",
0, -t\-S, S5
OO
RARAMP'
SEE SHT.
IFOOT RAMP-
FN43E9
�STE'
PATH +NT/D
WETALNDS
K E
FN
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E
E 6 DRY STAND—PIPE ALUM.GA
GWA
E
�A
yEt,FD-_
UNDERGROUD) 1.
_
l -
.. \ F_�• E\ E <
-"-_
T... _ 1 1 -- S E E E E _-- E E E E E
F\
A i.../,F /F
CoO
--_--
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TIMBER WALKWAYy'�
E _�... .. ..c.. _... E E E E
—.. <—._ .. E
Imo_"� Er... i - E E E F TIMBER WALKWAY
E \� F '� Et E 29'
->`--3�
3O't
E
E ��. E E E E E E
E /,_ ..
E E E- E E E 4 E E = i� E F f E E F
E WTAL1V65 - E E E E �`�7 E �E F /�
—E--=', •-�'=-F�•�•—•;sE E 16' X 16 COVERED E
E
���'�J �F- E_-, .E \ E E
Kik {Al
E _. E. E�\.F. E E F F E<-E E E E E E E J/ E E F F 6--E--'/ VIE% E F F
E E E "-E h < E E E E E y. t i��� E E �Im PAZEBO
'F, F
4'
/ E E E 1 52 f E
E E FV E E E E E 36 f E 1 E E t E
E'' "� �A i' E —
E
E
E E E- E <' E
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'E-� E E ,1 E E E ` E. F \ E ---E E E I E
E E �%L61 E' E E ��r---E E
1
E - E E E
E-� E E E
E �E......E E E
E E EWAER E E \ E E '. E
E E E E E
E E `2� E E E--" __ £i .. per- __--E_- E_ E v4-___-_- E_ c 1 �W/M SIS' E E I E
�,.E„—..-••r E E 1 E
�Fg..y-_ E�/+EE/�®�'E� E-®Fp-®.�/F�
E < . ..\.E—..�..
6-. .q.i.. F <
.p�E®I
NG
q.� /�F v
GRIP 0 25 50
NORTH I ENL®f'6- RG PL/°-'A1V TIMBER WALKWAY
ENLARGED
100
Nf^p832011) $4 SCALE: 1" = 50'-0" - 1 INCH = 50 FEET
_"- / / • • . — .. `. \ �* I< % �`\ 75' AEC LINE
�..
WETLANDS
---- --30' - �..
30' CAMA SETBACK LINE
/C%—•c...\ is% �\
�i\..�
\,X.��ss \...\. .�'� WETLANDS
X�. '/ \--^.: 55 5 ..� '\...\...�.�\\ ✓�
/
/
iIle, 30' CAMA SETBACK LINE
X55
X. �— e • • as— ��\� —..._..._ / �. �•.\ /
♦ s i' 267't` \-..._...�...�...� "' i UPLANDS ( �..�...�..
/
X
UPLANDS 36'± RAMP' ss
_
,- �•'...�...�.. � ' ,,, / , ' ;
- 195't LEVEL
,,
RAMP
/' —..36
5/UPLANDS
...\..ice.. 75' AEC LINE
/
L
r
WETLANDS L
\ v..sl• (I �"
�- �' �1 CI y) Ii.,I ill i
GRAVEL DRIVE i
TIMBER VEHICULAR 30' CAMA SETBACK -e3-7" �!� \...
I��y� BRIDGE CROSSING LINE --- 1// WETLANDS
r
/ UPLANDS
TO BRIDGE % WEfi-ANDS
?� =
WATER L-y<_... - ... _...�
�2°
2 ENLARGE® PLAN - TIMBER VEHICULAR BRIDGE CROSSING; D 5 ,D 20 40 AGO
Ory
S4 SCALE: 1" = 20'-0"
1 INCH = 20 FEET
LEGEND
----- NHW (NORMAL HIGH WATER LINE)
iIIN 1)
— — — 30' CAMA SETBACK LINE
Note: Water Depths Relative to MLLW. LAMA Mayr Permit out.
05/27/I6
R.A.F � Data:
- — — — - 75 COASTAL SHORELINE AEC LINE
Land Topographic Elevations Relative to NAVD88 aniaanmaumu m nan Application
consutana rvaiNesxa
--- PROPERTY LINE BOUNDARY
/
NHW Elevation=+1.79' NAVD88` cRISER eosv h na.s neiox S.W.
TROUTIVI) m'^^a"^•naaeca THE VILLAGE AT LUCAS COVE
For Permit MLLW Elevation = -3.1' NAVD88 a+o e.. w v^ NOTED
- otosoisaa va. OAK ISLAND, NC
TANNER
h6 Numb
�a�1.00
0 _------.—..._ WETLANDS
me.rnaaamcen^o.mm
Not for construction Conversion Factor to MLLW Datum is, NAVD -3.1' mi. D... THE VILLAGE AT oraaa e"
Fl,ma�^BeNmbB1w a
Sheet Number.
CW COASTAL WETLAND
LUCAS COVE HWL
54 of 8
Kopyright 2015 Criser Troutman Tanner Consulting Engineers. This drawing & the designs shown are the property of Cheer Troutman Tanner Consulting Engineers. The reproduction, copying or other use of the drowing without the written permission is prohibited and infringement may be subject to legal action.

NHW = 4,600 LF OF NHW SHORELINE
0 ALLOWABLE DOCK AREA = 36,800 30. FT.
p
"OUARY /
- _
AERN LINE (4,600 LF X 8 SQ. FT. PER -LF) _
- - PROPOSED DOCK AREA = 3,928 SQ. FT.
I I
1/4 WATER BODY DISTANCE - _
I 1 x -12.41 -� (16) 32' BOAT SLIPS W/ BOAT LIFTS
- - X -1-2-796 100 LF OF TEMPORARY (TRANSIENT) TIE-UP
80_USACE
- x -11.651
..�_...�..._..._... .._...�--1-1•.53..._..: � ...�...�...�...—... - --_
\ CONSTRUCTION SETBACKx 1 T.�-
i 292'
123'± TIMBER WALKWAY
4'_
3_2 '_ _4
\� \ 4'
(TVP.) P.) BOAT LIFTS TIMBER MOORING
- - - - -
(TVP. OF 16 EA.) GUIDE PILES. (9 EA.) \ i i x -9.172
FINGER i i x -9.123
I (L I PIERSx -10AD3 I I
= I = _ - - a - =°.506
1 w I - x -9. 0 j =\ I I x –9.008
I I'- IT=
— — _ _ w \ 1 I
W I O1 O2 O3 ® O5 ©I LL=O7 ®_O9 10 11 13 14 _ 15 16 w �\\
= _ _ -9.161 U_ i \ i x -8.564
tL
u�1 ii j 'li ,I f� = I; Ili Ii i;ll of I \ I
_II IE! i° I'' j Hill�.:, �I •I I� iulll jf1 j� Iii II li to i ti
12'x15' RAMP _H _ -, _ FLOATING DOCK i \
I I 14 x 10' LANDING �,;; '�
M i EMERGENCY M EMERGENCY TIMBER GUIDE PILES (16 EA.)
JI I CREW PLATFORM CREW PLATFORM I I \
1 y I �� 12>t DOCK DRY -STAND x -7.938 1 I
zi 0 I zI ;,'; NO DOCKAGE, NO SLIPS PIPE, RISERS & HOSE
aI m i '' ;; ALUMINUM (BACKSIDE OF DOCK SPLINE) CABINET AS REQUIRED 1 IF 1 x -7.712
'Q1 I Z1 �� GANGWAY �saa I I_
n 1 I x -8.216x -8.339 of '� BY NFPA & LOCAL I li
w 6>�� - --- , REQUIREMENTS. i iJ
I z I oI N ¢ y4 � 1 X2.370 I m Iz -7.522 t r
>i a i o 1 Bf� p -3 09 v y E�a�� -6.757 i
0I d I I �B. EG m -2.455 I Ia 1
(L I 4y, y y — � — �-- — ary z .j11 o 0'
0- i o' 16'x16' GAZEBO e%:' - --- I I— 1 .: ?, ,E
IA EG EDGE OF GRASS / MARSH x -6.249 I g 1� \
a1 I Z 1 4�� yip - --------- I i Q iw 1 x -7.387 z
r 6Y��f6 / a ,- --__ I n. I�
p- 1 1 \
UI I m' 6"0 DRY STAND -PIPE. ' /;' i •v y �' - ___ _ - ----- I I� \ I
�1 I SUSPENDED FROM , 9'54' ,-y----w_______ --
1 I I , .v i '----------> i LO is x -8.808
1 1 WALKWAY W/ SSTL '� N -. -II - `-- �.�� CL to
HANGERS FFH y x -4.928 ; 4.062 �
1 I I EG �cw -1.889 / EG i �� 12
LEGEND n /MgRSF1 '! EG - i 1 �o �� \
\11y
\ - .2691 ---------------- I j\ Z n oQ y
WETLANDS w .I. / J. w 1 .I. .I. w .(' y .I. � ----
CW COASTAL WETLAND -3.592 / TIMBER WALKWAY - SEE \ w C i '- ---_-- ---_�_ i \ o a za
----- NHW (NORMAL HIGH EG 41 1/S4 & SECTION 3/S4\ x %f, -4.170 - i t1 i N E5 m i
WATER LINE) 1 PLAN - MARINA 0 15 30 60
—' — — 30' CAMA SETBACK LINE THIS MAP IS. BASED ON ORIGINAL DRAWNGS FROM: For P@CI11It
— — —'—'— 75' COASTAL AP FEE ENGINEERING
NTE 00 WETLANDSUSA E 404 WETLAND DSURVEYNot for Construction S5 SCALE: 1" = 30'-0" 1 INCH = 30 FEET
®tee® SHORELINE AEC LINE BELVIEW, NC, 28451 DELINEATION MAP
TEL [phone] PROJECT NO.: 822-01 Note: Water Depths Relative to MLLW. kIHEVIULAGE
MA Major Permit out. SeNeea° Date:
PROPERTY LINE DATED: JULY 10, 2015 caisenmou_ rvnesApplication 05/27/16
/ Land. Elevations Relative to NAVD88 aoNsuanN s
BOUNDARY BATHYMETRIC SURVEY TOPOGRAPHICAL SURVEY CRISER emvwm �rceJob Number—ENTITLED: OAK ISLAND SUBDIVISION ENTITLED: OAK ISLAND SUBDIVISION NHW Elevation = +1.79'NAVD88 TROUTMAN'^"a'oow AT LUCAS COVE
sraseazeze zn. NOTED 7471.00
EG EDGE OF GRASS BATHYMETRIC SURVEY CONCEPT PLAN MLLW Elevation = -3.1'NAVD88 TANNER °tomzun FQAK ISLAND, NC
wm..rn.neineerma�-- armor Br. Sheet Number.
PROJECT NO.: 822-01 PROJECT NO.: 822-01 9erm urenwrvuoorrhe ons
X -6.2.5 ELEV. ® EXIST. GRADE DATED: APRIL 14, 2015 DATED: FEB 02, 2015 Conversion Factor to MLLW Datum is NAVD -3.1' THE VILLAGE AT LUCAS COVE HWL S5 of 8
npyrighl 2015 Criser Troutman Tanner Consulting Engineers This drawing & the designs shown are the property of Criser Troutman Tanner Consulting Engineers. The reproduction, coping or other use of the drawing without the written permission is prohibited and infringement may be subject to legal action

18
12
6
0
-6
-12
-16
0+00 0+50 1+00 1 +50 7 +uu f r:jv
GRAPHIC SCALE IN FEET
CROSS-SECTION - TIMBER VEHICULAR BRIDGE CROSSING 0 5 10 20 40
SCALE: 1" = 20'-0" 1 INCH = 20 FEET
6'-0"
APPROX. EXIST. GRADE
GR
ANOCHOR7 UND���/ '
INBOARD WALER
#57 STONE ----
DRAINAGE FABRI
9" TO 12" DEEP
VINYL SHEET
PILE BULKHEAD
WALL
TIMBER CAP
4x RUNNER
TIMBER WALER
(WEEP HOLE
EXIST. GRADE VARIES
I-
x +
iQ
6" PIPING-/
0I o (SEE PLANS)
�' m
11 1 BULKHEAD LOCATED LANDWARD
3'-0" OF NHW /COASTAL WETLAND
MAX. (MARSH GRASS)
SCALE: N.T.S.
13'-0" CUR. ® VEHICULAR BRIDGE
P.T. 4x TIMBER
JOISTS
zP.T. 3x TIMBER
DECKING I
10i
a i
TIMBER
GUARDRAILS
P.T. TIMBER
SPLIT CAPS
GALV. BOLTS
Hr'YRVA.
EXIST.
X- GRADE,
A.A VARIES
P.T. TIMBER
BRACINGP.T. TIMBER
f PILES
VEHICULAR BRIDGE
CROSSING SECTION
SCALE: N.T.S.
Note: Water Depths Relative to MLLW.
Land. Topographic. Elevations Relative to NAVD88
SECTION For Permit NHW Elevation =+1.79' NAVD88
Not for Construction MLLW Elevation =-3.1' NAVD88
Conversion Factor to MLLW Datum is NAVD
®Copyright 2015 C riser Trautman Tanner ConsuWg Engineers. This drawing & the designs shown are the property of cnser noufmon ionner wnsmnng engineers. u,e iePmounmo, oopyniy Ur uolul — - "" "„",,,y 1.11 T.11111 -.1- .. e --- -- ----, -- —1— —
)W WATER
HIGH WATER
GRADE
_ NHW
NAVD88 MLW
5
2
6
I I i m .. 1jA13
P.T. 2x TIMBER TIMBER
DECKING GUARDRAILS
P.T. 4x TIMBER
JOISTS
P.T. TIMBER
" SPLIT CAPS
mow= a _
o it -- GALV. BOLTS
o m -- ° APPROX.
EXIST.
GRADE,
VARIES
P.T. TIMBER P.T. TIMBER
BRACING PILES
TIMBER WALKWAY
4 SECTI ®N
S7 SCALE: N.T.S.

1
1
iU
0+00
w
w
0
z
a�
�p 3
z
50
EXIST.
GRADE
27'±
RAMP
1:12
239'±
UPLANDS
179'± 30'±
FOOT PATH 'i" ��-
RAMP
1:12
GRADE I. 1+00 2+
GRA00 3+00
1
CROSS-SECTION - TIMBER WALKWAY
S6 SCALE: 1" = 30'-0'
278'±
w
I0
w
0
WETLANDS
z
Wl¢
r (n
�� w
J
al Y
O
z
-
JIJ
f�W
30'i
0
n
g l
CD
RAMP
W
o
BOTTOM OF DECK MIN. ¢
11-3'-0" ABOVE MARSH 3
W
to 1:12
0
z
FlnnNmn eNu b BFU113
0
Cr
0
Z
3
LOCA$ CUVE
3
z3
z
18
BOTTOM OF
w
3
S
p
DECK MIN.
3
0_OTNAVD88
3'-0" ABOVE
ow
239'±
UPLANDS
179'± 30'±
FOOT PATH 'i" ��-
RAMP
1:12
GRADE I. 1+00 2+
GRA00 3+00
1
CROSS-SECTION - TIMBER WALKWAY
S6 SCALE: 1" = 30'-0'
278'±
w
I0
w
0
z
Wl¢
r (n
�� w
J
al Y
O
z
2
Ulm
JIJ
f�W
3
0
n
g l
V)
4+00
GRAPHIC SCALE IN FEET
0 15 30 60
1 INCH = 30 FEET
U
w
0
0
W
= z
W
O
z
0
w
JIJ
f�W
3
L
LAMA Major Permit
Application
X-1--
a
w
3
9
L
BOTTOM OF DECK MIN. ¢
11-3'-0" ABOVE MARSH 3
w
0 `GAZEBO
¢ GANGWAY
3 GUIDE PILES
5+00 6+00
7+00
CROSS-SECTION - TIMBER WALKWAY (CONTIN_)
KALE: 1" _
■
Legend
0
- NHW NORMAL.HIGH WATER
Note: Water Depths Relative to MLLW.
QIm
LW MEAN LOW WATER
Land Topographic Elevations Relative to NAVD88
°fleEaTMoaTM NTANNEN
consuunNa
LAMA Major Permit
Application
-. _ -.
For Perrvrii NHW Elevation =+1.79' NAVD88 cRISER
Euc�Nm;ns
eoorom„ n.e eae,az
JIW
TROUTMAN
Not for Construction MLLW Elevation =-3.1' NAVD88 TANNER
eiow°seisesa a, as
smsw sen I.
THE VILLAGE AT LUCAS COM
OAK ISLAND, NC
®Copyright 2015 Criser Troutman Tanner Consulting Engineers. This drawing & the designs
Conversion Factor to MLLW Datum is NAVD -3.1'
--written
FlnnNmn eNu b BFU113
This:THE VILLAGE AT
shown are the property of Criser Troutman Tanner Consulting Engineers.
The reproduction, copying or other use of the drawing without the is prohibited and infringement may be subject to legal action.
LOCA$ CUVE
18
4+00 EXIST.
GRADE
2116
18
12
_6 NHW
T. GRADE -6 MLW
-12
-18
8+00
GRAPHIC SCALE IN FEET
15 30 60
1 INCH = 30 FEET
05/27/16 Ne"Ron oat.:
- Job Number.
NOTED 7471,00
Sheat Number.
HWL 56 of 8
0
QIm
h
JIW
=�z
!' z
ov
BOTTOM OF DECK
�!
MIN. 3'-0"
ABOVE MARSH
18
12
6 NHW
0_OTNAVD88
-6
-12
18
4+00 EXIST.
GRADE
2116
18
12
_6 NHW
T. GRADE -6 MLW
-12
-18
8+00
GRAPHIC SCALE IN FEET
15 30 60
1 INCH = 30 FEET
05/27/16 Ne"Ron oat.:
- Job Number.
NOTED 7471,00
Sheat Number.
HWL 56 of 8

12
6
0
-6
-12
-18
-24
0+00 U+aU ITVV
1 CIROSS-SECTION
S8 SCALE: 1" = 30'-0"
12
6
0
-6
-12
-18
-24
EXIST. TIMBER WALKWAY
GRADE
0+00 0+50
2 CRDSS-SECTION
S8 SCALE: 1" = 30'-0"
EXIS
GRAI
12
6
0
-6
-12
-18
-24
GRAPHIC SCALE IN FEET
0 15 30 60
1 INCH = 30 FEET
1
1+00
1+50
GRAPHIC SCALE IN FEET
0 15 30 60
1 INCH = 30 FEET
WATER
5't
2+00
77'
2+50
r.111 AAIIIC
ADE
NHW
NAVD88
MLW
0+00
U+0U
3 CROSS-SECTION
S8 SCALE: 1" = 30'-0"
ITVV
GRAPHIC SCALE IN FEET
0 15 30 60
1 INCH = 30 FEET
Legend Note: Water Depths Relative to MLLW.
NHW _ .NORMAL. HIGH WATER ISER
Land Topographic Elevations Relative to NAVD88, TROUT
F®r Permit NHW Elevation = +1.79' NAVD88 TANNER N
MLW MEAN LOW WATER TANNER
Not forConstructton MLLWEIeVation=-3.1'NAVD88
Conversion Factor to MLLW Datum is NAVD -3.1'
The reproduction, copying or other use of the drawing without the Written permission is prohibited and infringement may be subject to legal action.
€Copyright 2015 Criser Trautman Tanner Consulting Engineers. This drawing & the designs shown are the property of Criser Troutman Tanner Consulting Engineers.
CAMA Major Permit
Date
05/27/16
WETLANDS
Appllcatlon
48'f 24'1
44'1
10'1
$calef - -
NOTED
UPLANDS WETLANDS
UPLANDS .
THE VILLAGE AT
Drawn By
Sheat Number.
S8 of 8
12
HWL
6 NHW
------------
- --- —
0.0-rNAVDS
Y
U.J.
::1.
-12 EXIST.
W
to z
W
o z
=
-18 GRADE
r- J
M !n J
Z
-24
3+00
3+50
4+00
BULKHEAD
,I%I'i V 1 '�Ii ill
0+00
U+0U
3 CROSS-SECTION
S8 SCALE: 1" = 30'-0"
ITVV
GRAPHIC SCALE IN FEET
0 15 30 60
1 INCH = 30 FEET
Legend Note: Water Depths Relative to MLLW.
NHW _ .NORMAL. HIGH WATER ISER
Land Topographic Elevations Relative to NAVD88, TROUT
F®r Permit NHW Elevation = +1.79' NAVD88 TANNER N
MLW MEAN LOW WATER TANNER
Not forConstructton MLLWEIeVation=-3.1'NAVD88
Conversion Factor to MLLW Datum is NAVD -3.1'
The reproduction, copying or other use of the drawing without the Written permission is prohibited and infringement may be subject to legal action.
€Copyright 2015 Criser Trautman Tanner Consulting Engineers. This drawing & the designs shown are the property of Criser Troutman Tanner Consulting Engineers.
CAMA Major Permit
Date
05/27/16
Revision Date:
Appllcatlon
VILLAGE AT LUCAS COVE
$calef - -
NOTED
Job Number:
7471.00
OAK ISLAND, NC
THE VILLAGE AT
Drawn By
Sheat Number.
S8 of 8
HWL