20121041 Ver 1_CAMA Permit Application_20121109

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2012
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue Braxton C. Davis
Governor Director
November 5, 2012
MEMORANDUM:
TO: Karen Higgins
401 Oversight
Division of Water Quality- Surface Water Protection
041
Dee Freeman
Secretary
FROM: Doug Huggett, NC DENR -DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11- 12 -09)
SUBJECT: CAMA / D &F Major Permit Application Review
Applicant: River Bluffs Development Corporation c/o Burrows Smith
Project Location: 2000 Chair Rd., adjacent to the NE Cape Fear River, in Castle Hayne, New Hanover Co.
Proposed Project: construction of a 143 -slip community marina
Please indicate below your agency's position or viewpoint on the proposed project and return this
form to Dow Hm -aett at the address above by November 29, 2012. If you have any questions
regarding the proposed project, contact Robb Mairs at (910) 796 -7215, 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
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone. 910 - 796 -7215 \ FAX: 910 - 395 -3964 Internet. www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer
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Project Narrative
River Bluffs Community Boating Facility
CAMA Major Permit
New Hanover County, NC
River Bluffs Development Corporation —Applicant
Proposed Project
River Bluffs is a Planned Unit Development (PUD) that is situated along the Northeast
Cape Fear River in New Hanover County, North Carolina. The property is located off of
Chair Road near 1 -140 (Wilmington Bypass). The River Bluffs community collectively
encompasses approximately 257 acres of land. Phase 1 of the PUD consists of 193
housing units (162 single family units and 31 multi - family units). The proposed project
includes an open water marina, improvements to an existing boat ramp, 2,557 linear ft
of shoreline stabilization with an associated riverfront walkway, a golf cart and
pedestrian bridge and a covered fishing/crabbing platform.
Marina — River Bluffs Development Corporation proposes to construct an open water
community marina which will offer 143 permanent boat slips in addition to 1,185 linear
ft of side -to dockage (190 total slips) for residents of the development. Slips will range
in length from 20 ft to 40 ft. The proposed marina will be a floating system accessed by
3 fixed wooden piers of 6 ft in width. The northern and southern access piers will be
elevated at least 6 ft over MHW so as to maintain public boating access on the landward
side of the marina. Finger piers will have additional triangular bracing at the attachment
point to the main dock spine.
According to a bathymetric survey of the project area, water depths within the footprint
of the proposed marina project range from —10 ft MLW to -35 ft MLW. Given the
documented deep water depths, no dredging is required. A permanent marine
pumpout station will be located in an area that is convenient for boaters and will be
routinely serviced and maintained by a contracted vendor. Waste will be removed and
transferred for treatment at a wastewater treatment facility. The proposed boating
facility will not offer any additional marina services, such as fueling or maintenance. The
boating facility policy will be to allow no overboard discharge of waste. An existing dirt
road and grass access easement will be utilized for marina access and parking and also
serve as a loading area for residents of the development.
Debris Deflector — A 160 ft debris deflector (breakwater) is proposed along the 'riorthern
edge of the marina to protect vessels from large debris that could potentially flow from
upstream. The breakwater will be made of three 10 in. construction grade dredge pipes

with composite block spacers in between. The pipe closest to the surface of the water
will be filled with closed -cell foam to allow for flotation and will float +/- 7 inches above
the water line depending on water conditions. The top of this pipe will be painted with
reflective paint for added visibility. In addition, solar powered navigation lights will be
installed on the deflector pilings. The piping will be anchored by timber pilings and will
extend approximately 3.5 ft below the surface of the water. Timber support pilings will
be spaced every 24 ft.
Boat Ramp Improvement — There is an existing dirt/grass boat ramp along the northern
property line. The applicant proposes to upgrade the existing access with the addition
of a 67 ft by 20 ft concrete slab and create an additional 76 linear ft of temporary
dockage. The temporary dock will be a fixed structure with a series of step -downs such
that residents can access the dock during low tide. The concrete slab will be fabricated
on land and a contractor will push the pre- fabricated structure into the proposed
location. There is the potential for approximately 1,055 sf of disturbance to the benthic
habitat associated with installation of the concrete slab. However, use of the concrete
surface in the future will provide for a safe access to the river and avoidance of
continual bottom impacts through time. An existing dirt road will be utilized to access
the boat ramp. A parking area accommodating vehicles with trailers will be situated
approximately 250 ft to the east of the boat ramp.
Shoreline Stabilization and Riverfront Walkway — There is visual evidence of severe
erosion along the Northeast Cape Fear River shoreline, especially along the northern
segment where high elevations create a steep slope. The applicant proposes to stabilize
2,557 linear ft of shoreline extending from the existing boat ramp area south to the
proposed pedestrian and golf cart bridge. The proposed stabilization will consist of a
wooden framed structure backfilled with rip -rap. The rip -rap will be sized larger than
the framed structure openings so that it can be properly contained. A 6 ft wide wooden
walkway will be constructed with its support pilings serving as the base for the
stabilization structure. The proposed walkway will be located just beyond MHW and the
toe of the escarpment originating at the boat ramp and extending to the golf
cart/pedestrian bridge. The walkway will provide access to a 16'x16' covered fishing
and crabbing platform.'
Golf Cart and Pedestrian Bridge — A golf cart and pedestrian bridge is proposed in the
vicinity of the marina which will allow convenient access to the marina from the
residential phases of the development. The proposed structure will be located in an
area void of 404 and coastal wetland vegetation. The wooden bridge will measure 74.1
ft in length and will be elevated a minimum of 6 ft over MHW so as not to impede
navigation.
2

Phase I — Phase I of River Bluffs comprises 81.25 -ac of land and includes a mixture of
residential and light commercial uses. There are 193 total residential units (162 single -
family, 31 multi - family). Phase I received approval from the County's Technical Review
Committee (TRC) in 2010. In addition, River Bluffs Development Corporation obtained a
State Stormwater Permit for Phase I in 2011(SW8 101108).
Existing Conditions
The waters of the Northeast Cape Fear River in the vicinity of the proposed project are
classified as Class C; Sw by the Environmental Management Commission and are
additionally classified as Primary Nursery Area (PNA) by the NC Division of Marine
Fisheries. There is a federal navigation channel in the Northeast Cape Fear River
adjacent to the proposed project. The federal setback for the navigation channel in this
vicinity is 52 ft, as designated by the USACE. According to a bathymetric survey of the
project area, water depths within the footprint of the proposed marina project range
from —10 ft MLW to -35 ft MLW.
Site elevations range from more than 40 ft above mean sea level (msl) in several
portions of the property to 0 ft msl along the western property boundary according to
the USGS topographic map sheets. The site exhibits a rolling wooded landscape.
Jurisdictional 404 wetlands have been delineated and approved by the USACE (SAW -
2009- 01231, SAW -2008- 00068, SAW- 2002 - 00617). The limits of coastal wetlands have
also been identified in these wetland areas.
The project site is zoned as Planned Development District (PD). The PD District allows
for the mixing of various land uses that would not be possible under general district
requirements. The New Hanover Conservation Overlay District for primary nursery
areas extends 75 ft landward from mean high water extending in an easterly direction.
A cemetery has been identified in the southwestern portion of the tract. The limits of
the cemetery were demarcated by McKim and Creed using ground - penetrating radar
such that un- marked graves could be identified and contained with the cemetery limits.
There will be no impacts to the cemetery associated with the proposed development.
In addition, future phases of River Bluffs will be developed so as to leave this site
undisturbed.
An underwater archeological survey was completed in the vicinity of the proposed
project by the Underwater Archeology Branch (UAB) of the NC Department of Cultural
Resources in 1988. The Rose -Hill Wreck was identified within the Northeast Cape Fear,
3-

River upstream of the project site, adjacent to the General Electric Co. property. There
will be no impacts to this archeological site associated with the proposed project.
The subject property is comprised of a total of thirteen individual tax parcels. The
parcels are presently under ownership by two separate entities, River Bluffs
Development Corporation (applicant) and Chair Road Associates, LLC. There is
controlling ownership of both companies by the owners of Chair Road Associates.
Please see the enclosed property ownership letter for further clarification.
Vicinity land use is industrial and residential. A General Electric facility is located to the
north of the property. Interstate 1 -140 is located to the east of the subject property and
residential properties are located to the south. A CAMA Major Permit (99 -10, SAW -
2007- 00579) was issued to Rockford Partners, LLC for the construction of a 53 slip open
water marina associated with a residential development (53 planned home sites)
located to the south of the property.
Flora and fauna identified by the US Fish and Wildlife Service as threatened or
endangered in New Hanover County were further researched for the potential of
suitable on -site habitat. The project site could potentially provide suitable habitat for
the following species, the American alligator (Alligator mississippiensis), American eel
(Anguilla rostrata), shortnose sturgeon (Acipenser brevirostrum) and West Indian
manatee (Trichechus manatus).
The American alligator (Alligator mississippiensis) has been documented in slow- moving
coastal rivers, canals, lakes, impoundments, marshes and estuaries. In southern parts of
the state, alligators sometimes inhabit cypress ponds in flatwoods and sandhills.
Management recommendations include controlling habitat destruction. The proposed
project will not result in the destruction of potential habitat for the American alligator.
The American eel (Anguilla rostrata) is a catadromous species, adults spawn in the
ocean and juveniles migrate to freshwater rivers to mature. The shortnose sturgeon
(Acipenser brevirostrum) is an anadromous species that has been documented in
brackish waters of large rivers and estuaries and the West Indian manatee (Trichechus
manatus) has been documented in warm waters of estuaries and river mouths. The
proposed marina is located almost entirely over open waters of the Northeast Cape Fear
River and will result in additional pilings and boat traffic. Since juvenile eels, the
shortnose sturgeon and the West Indian manatee all have the ability to control their
position in the water column; the proposed project is not anticipated to significantly
impact individual species or migration patterns.
F11

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: River Bluffs Development Corporation c/o Burrows Smith
2. LOCATION OF PROJECT SITE: 2000 Chair Road in Castle Hayne, New Hanover County,
adjacent to the North East Cape Fear River
Photo Index — 2006: 204 -6663, O -X, 5 -13 2000: 207 -219, A -N, 16 -24
1989: 4- 179 -48, J -X, 6 -13
State Plane Coordinates - X: 2315894 Y: 208796 Rover File #0- 091410A
Lat:34 °198 "08.80239 "N Long: 77 °57'13.88234VV
3. INVESTIGATION TYPE: CAMA/ D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 09/14/2012
Was Applicant Present — Yes and agents
5. PROCESSING PROCEDURE: Application Received Complete — 10/17/2012
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Wilmington /New Hanover County
Land Classification From LUP — Highground - Wetland Resource Protection
Open Water- Conservation
(B) AEC(s) Involved: EW, ES, PTA, CW
(C) Water Dependent: Yes
(D) Intended Use: Community
(E) Wastewater Treatment: Existing — None
Planned — Future tie -in to municipal system
(F) Type of Structures: Existing —Access road /easement, small storage buildings,
unimproved boat ramp, and small cemetery.
Planned — 193 housing units subdivision, community marina,
boat ramp, access walkway, bridge, crabbing /fishing
pier /platform and shoreline stabilization
(G) Estimated Annual Rate of Erosion: N/A
Source — NIA
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Coastal Wetlands (boat ramp)
160 sq. ft.
(B) Open Water
15,342 sq. ft.
Incorporated
76,526 sq. ft.
(C) Other ( Highground)
a. subdivision infrastructure
a. 384,200 sq. ft.
b. shoreline stabilization and boat ramp
b. 15,567 sq. ft.
(D) Total Area Disturbed: 491,795 sq. ft. (11.29 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SC, Sw Open: No
8. PROJECT SUMMARY: River Bluffs Development Corporation is proposing to construct a 143 -
slip community marina within the Northeast Cape Fear River for the residents of the Planned
Unit Development River Bluffs Subdivision.

River Bluffs Development Corporation c/o Burrows Smith
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 2000 Chair Road, in Castle Hayne adjacent to the Northeast Cape Fear
River (NECFR) in New Hanover County. To locate the project site from the Wilmington Regional
Office (WiRO), travel south on Market Street for approximately 0.4 miles until you come to the
intersection of Eastwood Road and Martin Luther King, Jr. Parkway (MLK). Merge right onto MLK
and continue to travel west approximately 3.5 miles towards Downtown Wilmington. Merge right
onto the off -ramp towards Castle Hayne Road (NC Highway 133) and travel north approximately 3.7
miles until you reach Chair Road, which will be located just south of 1 -140 (Wilmington Bypass).
Turn left onto Chair Road and travel west approximately 1.75 miles until you reach the property of
interest.
The project site is located at the end of Chair Road adjacent to the NECFR, and is comprised of
thirteen individual tax parcels totaling an approximately 258 acre tract owned by River Bluffs
Development Corporation (applicant) and Chair Road, LLC. The project site has approximately
3,397 linear feet (LF) of shoreline frontage along the NECFR and has elevations ranging from 0 feet
to 40 feet above normal high water (NHW). The highground transitions abruptly to the shoreline and
appears to be currently experiencing significant erosion, especially along the northern end of the
project site. The shoreline along the majority of the project site is not easily accessible from the
highground due to the existing elevations
Existing structures on the project site include unimproved access roads and access easement, an
existing unimproved boat ramp on most northern end of the property and small storage buildings
located along the shoreline towards the central portion of the site. There are existing overhead
power lines that are located on the central portion of the project site, which cross the NECFR within
a CP &L easement. There is also a small cemetery that has been identified and demarcated in the
southern portion of the site. The adjacent riparian property to the north is a facility owned and
developed by General Electric and 1 -140 is located to the east of the project site. The property to the
south is currently residential, and the owner (Rockford Partners, LLC) was recently authorized State
Permit No. 99 -10 and SAW- 2007 -00579 for the construction of a 53 -slip open water marina
associated for a residential development (53 planned home sites). To date, the open water marina
has not been constructed (See Sheet 2 of 12).
The project site has highground vegetation consisting primarily of domestic grasses and native trees
including: Bald Cypress, Magnolias, Dogwoods, Pines and Oaks. The highground slopes gradually
to the edge of wetlands along the northern and southern end of the property shoreline, which consist
primarily of mature Bald Cypress and Coastal Wetland plants including: Giant Cord Grass (Spartina
cynosuroides), Cattails (Typha spp.), Bullrush (Scirpus spp.) and Sawgrass (Cladium jamaicense).
The existing Coastal Wetlands vegetation in the southern shoreline of the project site is a dense
expanse, which extends approximately 900 feet from the shoreline to the east within the interior
portion of the site within a tributary known as Rock Spring Branch. A Jurisdictional Determination
(JD) was approved by the US Army Corps of Engineers (USACE) for the existing Section 404
Wetlands, which are located on the project site (SAW- 2009 - 01231, SAW- 2008 -00068 and SAW -
2002- 00617).
The application states that Phase I of the PUD for the project site consists of 193 housing units (162
single family units and 31 multi - family units). The application also states that the Phase I
development received approval from the New Hanover County Technical Review Committee (TRC)
in 2010. State Stormwater Permit # SW8 101108 was issued to River Bluffs Development Corp. on
05/23/2011 for the proposed impervious surfaces for Phase I of this development. Cape Fear Public
Utility Authority sewer services are not yet available to the subdivision, however the applicant states
that authorization would be obtained (See Sheet 3 of 12).

River Bluffs Development Corporation c/o Burrows Smith
Page 3
The Wilmington -New Hanover County LUP classifies the upland areas of the project site as Wetland
Resource Protection and the open water as Conservation. The waters of the NECFR are classified
as SC, Sw by the NC Division of Water Quality (DWQ). The NC Division of Marine Fisheries (DMF)
has designated this area of the NECFR as Primary Nursery Area and the waters are closed to the
harvesting of shellfish. The USACE federally maintained navigation channel is located approximately
250 -300 waterward of the NHW level. The width of the river in the project location ranges from
approximately 650 to 700 feet across the river.
PROPOSED PROJECT:
River Bluffs Development Corporation is proposing to construct a 143 -slip community marina within
the NECFR for the residents of the Planned Unit Development (PUD) River Bluffs Subdivision. As
stated, the Phase I of the PUD consists of 193 housing units (162 single family units and 31 multi-
family units). The applicant proposes an open water marina that would serve this proposed upland
development, which would be located along the southern end of the project site. Three (3) access
piers would access the open water marina, each measuring from approximately 36 feet to 45 feet in
length by 6 feet in width. The access piers on the most southern end (Pier 1) and the northern end
(Pier 3) of the marina would be elevated at least 6 feet above NHW and spanned section 16 feet in
width in order to maintain public boating access underneath on the landward side of the marina (See
Sheet 11 of 12). The access pier in the center portion of the marina (Pier 2) would tie into a covered
platform, measuring approximately 16 feet in length by 16 feet in width. An access ramp from each
of these access piers would lead onto a main floating dock, essentially measuring approximately
1,302 feet in length by 6 feet in width, which would run parallel to the shoreline. As proposed, 45
floating finger piers, each measuring from approximately 15 feet to 27 feet in length by 4 feet in
width would extend waterward from this main floating dock spine, and would be spaced from
approximately 20 feet to 30 feet apart with a tie piling between each finger pier and tie pilings at the
end of each finger pier. These slips would accommodate approximately 88 designated vessels from
20 feet to 40 feet in length.
A floating dock, measuring approximately 90 feet in length by 6 feet in width would continue
waterward from Pier 2, located in the central portion of the marina, which would run perpendicular to
the shoreline and channel. This floating dock would lead onto another floating dock spine,
measuring approximately 956 feet in length by 6 feet in width, which would run parallel to the
shoreline and channel. As proposed, 29 floating finger piers, each measuring from approximately 15
feet to 23 feet in length by 4 feet in width would extend landward from this main floating dock spine,
and would be spaced from approximately 20 feet to 30 feet apart with a tie piling between and at the
end of each finger pier. These slips would accommodate approximately 56 designated vessels from
20 feet to 40 feet in length (See Sheets 4 through 6 of 12). The proposed marina configuration would
accommodate up to 143 permanent vessels. The application also states that approximately 1,185 LF
the proposed main floating dock spines along Docks 1, 3 and 7 would be designated for temporary
side -to dockage, which would accommodate up to 47 transient vessels (25 linear feet per slip) (See
Sheet 6 of 12). The application states that the existing water depths in the location of the proposed
marina ranges from -10 feet to -35 feet @ MLW. The application also states that a permanent
marina pump -out facility would be installed at this community marina location and would be serviced
by a contracted vendor.
As proposed, the marina would extend into the waterbody approximately 170 feet at the
northernmost dock and approximately 150 at the southernmost dock. The submitted work plan
drawings indicate the width of waterbody ranges from approximately 775 feet to 935 feet across the
NECF at the project location (See Sheets 4 through 6 of 12). The '/ channel width setback shown
on the submitted work plan drawings appears accurate. As proposed, the marina does not appear to
exceed the % width limitation.

River Bluffs Development Corporation c/o Burrows Smith
Page 4
Further, the application states that the proposed marina would meet the USACE setback
requirement. The application also states that an underwater archeological survey was completed in
the vicinity of the project site by the Underwater Archeology Branch (UAB) of the NC Department of
Cultural Resources in 1988. The Rose -Hill Wreck was identified within the NECFR upstream of the
project site, which is adjacent to the General Electric Co. property north of the project site (See
Sheets 4 through 6 of 12 and Sheets 9 and 11 of 12 and project narrative).
The applicant is also proposing to construct an approximately 150 feet in length by 2 feet in width
"debris deflector" or breakwater adjacent to the north end of the marina. The proposed debris
deflector would be located approximately 90 feet waterward of NHW at the closest point and
approximately 175 feet waterward of NHW at is most waterward point. The proposed debris reflector
would be constructed of vertical pilings with horizontal foam filled and empty dredge pipe, the dredge
pipe would be attached to the pilings, float from just above the water level, and extend approximately
3.5 feet below the water level. The vertical support pilings would have elevated solar powered
navigation lights and would be painted along the water level with reflective paint. As proposed, the
breakwater would not extend waterward of the proposed marina (See Sheets 7 and 8 of 12).
The applicant also proposes to construct a wooden riverfront access walkway along the shoreline,
which would measure approximately 2,557 feet in length by 6 feet in width. The walkway would be
located just waterward of the MHW boundary and would extend from the existing boat ramp located
on the most northern end of the project site to the Rock Spring Branch tributary located in the
southern portion of the project site (See Sheets 10 and 12 of 12). The applicant also proposes a
crabbing /fishing pier and platform off the walkway along the shoreline, which would be located
approximately 600 feet north of the open water marina. An access pier, measuring approximately 12
feet in length by 6 feet in width would extend from the walkway and lead to a covered platform,
measuring approximately 16 feet in length by 16 feet in width (See Sheet 12 of 12).
The applicant also proposes to incorporate shoreline stabilization along this area of the wooden
walkway to address the current erosion. The applicant proposes to construct a rip -rip revetment
along the landward side of the proposed 2,557 LF walkway. The rip -rap revetment would be
approximately 6 feet in width and 5 feet in height and held in place by timber bracing along the
landward pilings of the walkway and helix anchors into the bank of the shoreline (See Sheets 10 and
12 of 12).
The application also proposes a pedestrian /golf cart bridge within the vicinity of the marina, which
would provide access to the areas of highground by spanning over an open water area of the Rock
Spring Branch tributary, measuring approximately 72 feet in length by 8 feet in width and elevated 6
feet above MHW. This would allow for property owners access to the most southern end of the site
where there is an existing cleared highground area, which would be a designated parking area for
the golf carts and access to Pier 1 of the marina (See Sheets 4 and 9 of 12).
The application proposes to improve the existing boat ramp located on the most northern end of the
project site, aforementioned (See Sheet 7 of 12). A new concrete boat ramp, measuring
approximately 67 feet in length by 20 feet in width, and would extend approximately 45 feet below
the MHW boundary. The new boat ramp would be constructed essentially within the same footprint
of the unimproved boat ramp. The application states that the concrete boat ramp would be
fabricated on land and then pushed into the proposed location. The application states that
approximately 1,055 sq. ft. of benthic habitat would be impacted. Further, based on the provided
USACE JD and an on -site visit, it appears the proposed boat ramp would incorporate approximately
160 sq. ft. of Coastal Wetlands at this location, primarily consisting of Bulrush (Spircus spp.). The
application states that the existing dirt road would be utilized to access the boat ramp and a parking
area approximately 250 feet east of the boat ramp would be situated for vehicles.

River Bluffs Development Corporation c/o Burrows Smith
Page 5
The applicant also proposes a fixed access pier, measuring approximately 76 feet in length by 6 feet
in width, which would be located on the southern side of the boat ramp for temporary tie -up for
vessels using the boat ramp. This access pier would also tie into the proposed riverfront walkway
(See Sheet 7 of 12).
The proposed upland development for Phase I of the PUD include a 193 residential units subdivision
infrastructure including: roads, utilities, stormwater system and land clearing resulting in
approximately 88.82 acres of disturbance. The application states that approximately 40.5% of the
entire tract would be covered by impervious and /or built upon area for Phase I of the proposed
project. As proposed the upland development would be located outside the 75 foot Estuarine
Shoreline Area of Environmental Concern (AEC).
ANTICIPATED IMPACTS:
The proposed community marina would incorporate approximately 59,552 sq. ft. of Estuarine Waters
and Public Trust Area, which includes the marina access piers, crabbing /fishing pier and gazebos.
As proposed, the marina does not appear to exceed the % width limitation. As proposed, the marina
configuration would accommodate up to 143 permanent vessels and temporary side -to dockage,
which would be for up to 47 transient vessels (25 linear feet per slip). The application states that the
existing water depths in the location of the proposed marina ranges from -10 feet to -35 feet @
MLW. The proposed breakwater structure would extend approximately 175 feet into the waterbody
and would incorporate 300 sq. ft. Due to the linear design and floating pipes, no bottom or shading
impacts are anticipated, aside from the vertical support pilings. The wooden access walkway along
the shoreline and the bridge for golf -cart access would incorporate approximately 15,942 of
Estuarine Waters and Public Trust Area. The proposed rip -rap for shoreline stabilization would
incorporate approximately 15,342 sq. ft. of Estuarine Shoreline. The proposed community marina
boat ramp would impact approximately 900 sq. ft. of shallow bottom and approximately 160 sq. ft.
Coastal Wetlands, primarily consisting of Bulrush (Spirpus sp.), and approximately 225 sq. ft. of
Estuarine Shoreline. The proposed side to access pier associated with the boat ramp would
incorporate approximately 456 sq. ft. of Estuarine Waters and Public Trust Area.
As stated, the proposed upland development for Phase I of the PUD would result in approximately
88.82 acres of disturbance and approximately 40.5% of the entire tract would be covered by
impervious and /or built upon area for Phase I of the proposed project. As proposed the upland
development would be located outside the 75 foot Estuarine Shoreline Area of Environmental
Concern (AEC).
Submitted by: Robb L. Mairs Date: 11/02/2102 Office: Wilmington

DCM MP -1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
River Bluffs Development Corporation
River Bluffs
Applicant 1• First Name
MI
Last Name
Steve
Burrows
G
Smith
MI
Applicant 2 First Name
MI
Last Name
Johnson
NA
PO Box
City
If additional applicants, please attach an additional page(s) with names listed.
3805 Wrightsville Ave, Suite 15
Mailing Address
PO Box
City
NC
State
7036 Wrightsville Avenue, Suite 101
Phone No. 1
Wilmington
Phone No 2
NC
ZIP
Country
Phone No
- - ext
FAX No.
28403
USA
910 - 256 -5772
ext
910 - 256 -0012
Street Address (if different from above)
City
State
State
ZIP
NA
-
Ematl
[e-mail]
2. Agent(Contractor Information
Business Name
Land Management Group Inc.
Agent/ Contractor 1 First Name
MI
Last Name
Steve
Morrison
Agent/ Contractor 2: First Name
MI
Last Name
Jenny
Johnson
Mailing Address
PO Box
City
State
3805 Wrightsville Ave, Suite 15
Wilmington
NC
ZIP
Phone No. 1
Phone No 2
28403
910 - 452 - 0001
ext.
- - ext
FAX No
Contractor #
910 452 0060
Street Address (if different from above)
City
State
ZIP
NA
-
Email
smorrison @lmgroup.net, bohnson @lmgroup.net
<Form continues on back>
2.52- 800.2806 .. 1- 888- eR,"0AS .. net

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd #
New Hanover
Chair Road at 1 -140 (Wilmington Bypass)
NA
Subdivision Name
City
State
Zip
River Bluffs
Castle Hayne
NC
28429-
Phone No.
Lot No. (s) (if many, attach additional page with list)
NA - - ext.
NA, I I ,
a In which NC river basin its the project located?
b Name of body of water nearest to proposed project
C: e / rb& -
Northeast Cape Fear River
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
Northeast Cape Fear River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within.
Resources
New Hanover County
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq ft.)
3,397 linear ft
11,280,600 sf River Bluffs
3,868,983 sf Phase I
c. Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
7941.15 sf (average),
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
0' to 40' ®NHW or ❑NWL
e Vegetation on tract
Mixed pine and hardwood canopy. Upland understory vegetation has been mostly mowed, coastal wetlands primarily
include Spartina cynosuroides.
f. Man -made features and uses now on tract
Tract is largely undeveloped with an unimproved dirt/grass boat ramp, unimproved dirt roads, several dilapidated wooden
structures and an old graveyard.
g. Identrfy and describe the existing land uses adiacent to the proposed project site
Industrial to the north (General Electric), residential and /or undeveloped to the south, Interstate 1 -140 (Wilmington Bypass)
to the east, Northeast Cape Fear River to the west.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Planned Development (PD)
(Attach zoning compliance certificate, if applicable)
®Yes []No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes []No []NA
If yes, by whom? NC Department of Cultural
Resources
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ". ❑NA —
National Register listed or eligible property?
<Form continues on next page>
2:52 -#ty08 -2.808 1•688- 4RCGASTf z. v'rW)w.rmcC0VS' net

Form DCM MP -1 (Page 3 of 4)
APPLICATION for .
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(n) Are there coastal wetlands on the site? ®Yes []No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes []No
(Attach documentation, if available)
n Describe existing wastewater treatment facilities.
None existing. Cape Fear Public Utility Authority upon project completion.
Marina pumpout will be routinely serviced through qualified contracting service and waste will be taken off -site for treatment.
o. Describe existing drinking water supply source
None exisiting. Cape Fear Public Utility Authority upon project completion.
p. Describe existing storm water management or treatment systems.
NA
5. Activities and Impacts
a Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Govemment
®Private /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete
To provide recreational boating opportunities to residents of the River Bluffs community.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Typical construction methods will be used including land and barge based heavy machinery. Storage of land bound
machinery may occur on -site.
d. List all development activities you propose.
A residential marina with 143 floating boat slips and 1,185 linear ft of side -to temprary dockage (190 total slips). A 160 It
breakwater (debris deflector). 2,557 linear ft of shoreline stabilization including a riverfront walkway, a golf cart/pedestrian
bridge, improvements to an existing boat ramp, a 16'x 16' fishing /crabbing platform and 193 residential units.
e. Are the proposed activities maintenance of an existing project, new work, or both? new
f What is the approximate total disturbed land area resulting from the proposed project? 3,868,983 (Phase I)
®Sq Ft or []Acres
g Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state
Other than normal stormwater run -off, no other discharges into waters of the state are known to exist or are proposed.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No [DNA
j. Is there any mitigation proposed? []Yes ❑No , ®NA
If yes, attach a mitigation proposal.
_ t
<Form continues on back>
252 - 808 -2808 1- 888- 4RCOAS �vw�n ✓..:�ca�sta eaa a�vssew ^a�.sae:

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative
b An accurate, dated work plat (including plan view and cross - sectional drawings) drawn to scale Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties
e. The appropriate application fee. Check or money order made payable to DENR.
f A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mad 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 Martha P Loughlin, Rev Trust Phone No.
Address 1300 Rockhill Road Castle Hayne, NC 28429
Name General Electric Co. Phone No
Address PO Box 4900 Scottsdale, Arizona 85261 -4900
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
SW8 101108, River Bluffs Development Corp (05/23/11) SAW- 2008- 00068, Chair Road Associates, LLC (01/08/2008)
SAW- 2002 - 00617, Chair Road Associates, LLC (01/08/2008) SAW- 2009 - 01231, Elizabeth B. Kerr (07/28/2009)
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N C Environmental Policy Act (N.C.G.S 113A 1 -10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
1 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 l6 " l7 �� Print Name ( IeAna b kcj& e4IL f
Signature Ail
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ®DCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development
®DCM MP -4 Structures Information
2" S2- w, .- 888-48 COAST ., . }, 0- , - '' )'M_i - R
C`��8'k'!E't: 8t

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and /or fill activities. All values should be given in feet
1. EXCAVATION [I This section not applicable
a Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards No excavation proposed.
Concrete slab to be fabricated on land Contractor to push pre-
fabricated slab into place No excavation proposed
(i) Does the area to be excavated include coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands OWL)? If any boxes are checked, provide the
number of square feet affected.
®CW approx 5 sf ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas
Several Scirpus spp individuals scattered within a 160 sf area of
the boat ramp access, per DCM.
d High- ground excavation in cubic yards
No excavation proposed.
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b Dimensions 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.
(Q 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 (i) Will a disposal area be available for future maintenance?
❑Yes []No ❑NA
(ii) If yes, where?
(i) Does the disposal include any area to the water?
[]Yes []No ❑NA
(ii) If yes, how much water area is affected?
RECEIVED
DCM WILMINGTON, NC
0 C T 2 6 2012
252 -808 -2808 :: 1- 888- 4RCOAST avyww_.Laccoastalman ent. net revised: IZ26;oG
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL )
stabilization
Length
67'
Width
20'
Avg. Existing
-5' to 0' MLW
NA
NA
Depth
Final Project
-5' to 0' MLW
NA
NA
Depth
1. EXCAVATION [I This section not applicable
a Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards No excavation proposed.
Concrete slab to be fabricated on land Contractor to push pre-
fabricated slab into place No excavation proposed
(i) Does the area to be excavated include coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands OWL)? If any boxes are checked, provide the
number of square feet affected.
®CW approx 5 sf ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas
Several Scirpus spp individuals scattered within a 160 sf area of
the boat ramp access, per DCM.
d High- ground excavation in cubic yards
No excavation proposed.
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b Dimensions 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.
(Q 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 (i) Will a disposal area be available for future maintenance?
❑Yes []No ❑NA
(ii) If yes, where?
(i) Does the disposal include any area to the water?
[]Yes []No ❑NA
(ii) If yes, how much water area is affected?
RECEIVED
DCM WILMINGTON, NC
0 C T 2 6 2012
252 -808 -2808 :: 1- 888- 4RCOAST avyww_.Laccoastalman ent. net revised: IZ26;oG

Fo~ DCM MP -2 (E;Ccavaflon and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ❑This section not applicable
(!f development is a wood groin, use MP -4 — Structures)
a i ype of snoreune staumzation
[]Bulkhead ® Riprap ❑Breakwater /Sill []Other
C Average distance waterward of NHW or NWL above MHW
e. Type of stabilization material
Wood, rip -rap
g Number of square feet of fill to be placed below water level
Bulkhead backfill NA Riprap NA
Breakwater /Sill NA Other NA
I Source of fill material
NA
b. Length- Z &E
Width: varies. avg. 6'
d. Maximum distance waterward of NHW or NWL: above MHW
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes []No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
amount unknown, visually apparent
h. Type of fill material
rip -rap
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a (i) Will fill material be brought to the site? []Yes ❑No []NA b. 0) Will fill material be placed in coastal wetlands /marsh (CM.
If yes,
submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed m the water
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
(iii) Dimensions of fill area
❑CW ❑SAV ❑SB
(iv) Purpose of fill
OWL ❑None
(i) Describe the purpose of the fill in these areas,
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
b What type of construction equipment will be used (e g., dragline,
controlled
backhoe, or hydraulic dredge)?
Sift fence
Standard equipment, backhoe, etc.
c (i) Will navigational aids be required as a result of the project?
d (i) Will wetlands be crossed in transporting equipment to project
❑Yes ®No ❑NA
site? []Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts
October 17, 2012, rev. 10 -26 -12
River Bluffs Development Corporation
Date
Applicant Names RECEIVED
River Bluffs
I 1 GTON NC
Applicant ignature
Project Name
a 2012
252.808 -2808 :: 1- 888- 4RCOAST :: www.necoastaimanaciement.neY revised: 12128(06

Form DCM MP -3
UPLAND DEVELOPMENT
(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.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b Number of lots or parcels
proposed 162
193 residential units, community center, amenity center
c Density (give the number of residential units and the units per
acre)
193 residential units, 2.17 units per acre
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
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No ❑NA
(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.
1,406 sf - boat ramp and boat ramp access
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
40.45% Phase I
Describe proposed method of sewage disposal.
Cape Fear Public Utility Authority
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)
surface runoff
d Size of area to be graded, filled, or disturbed including roads,
ditches, etc
88.82 -ac disturbance including roads, stormwater features,
landscaping, etc. No wetland impact on any activity
including lots.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces
asphault, concrete, gravel, brick, stone, slate
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ❑No ❑NA
(ii) If yes, list the date submitted _SW8 101108, issued
05 -23 -11
k. Have the facilities described in Item (i) received state or local
approval?
®Yes ❑No ❑NA
If yes, attach appropriate documentation.
m Does the proposed project include an innovative stormwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation
-12/26,06

m Describe proposed drinking water supply source (e.g , well,
community, public system, etc.)
Cape Fear Public Utility Authority
o When was the lot(s) platted and recorded?
lots have not been platted to date
October 17, 2012
Date
River Bluffs
Protect Name
River Bluffs Development Corporation
Applicant Name )
lJ '
Applican ignature
A 2
n. (i) Will water be impounded? ®Yes []No ❑NA
(u) If yes, how many acres? approx. 1.86 -ac stormwater
basins
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes ❑No ❑NA
,���- ���- 2�'t3 v. '�- ���s_�t��#�ri�'f' ,. �,�. ^�;,. fax :�.�c;�t�at��s�t��s�:�;�:,rs�� ��. -� • ,

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITYWARINA CHARACTERISTICS
a (i) Is the docking facility /marina
❑Commercial ❑PubliclGovernment ®Private /Community
c. (i) Dock(s) and /or pier(s)
(ii) Number 16
(iii) Length See MP-4 supplement
(iv) Width See MP-4 supplement
(v) Floating ®Yes ®No
e (i) Are Platforms included? ®Yes []No
If yes- -
(ii) Number 2
(iii) Length 16'
(iv) Width 16'
(v) Floating []Yes ®No
Note: Roofed areas are calculated from dnpline dimensions
g (i) Number of slips proposed
143 Wet Slips: 1.185 linear ft of side -to dockage
(ii) Number of slips existing
0
i Check the proposed type of siting:
❑ Land cut and access channel
[]Open water; dredging for basin and /or channel
®Open water, no dredging required
[]Other, please describe:
k. Typical boat length. 20' to 40'
m. (i) Will the facility have tie pilings?
®Yes []No
(ii) If yes number of tie pilings?
149
❑This section not applicable
b (i) Will the facility be open to the general public?
❑Yes ®No
d (i) Are Finger Piers included? ®Yes []No
If yes.
(n) Number 74
(iii) Length see MP-4 supplement
(iv) Width see MP -4 supplement
(v) Floating ®Yes ❑No
f (i) Are Boatlifts included? []Yes ®No
If yes:
(i) Number
(m) Length
(iv) Width
h Check all the types of services to be provided
❑ Full service, including travel lift and /or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage ("wet slips ") only, number of slips 143
❑ Dry storage; number of boats.
® Boat ramp(s), number of boat ramps 1
® Other, please describe -
1.185 linear ft of temporary side -to dockage
Describe the typical boats to be served (e g , open runabout,
charter boats, sad boats, mixed types)
Mixed types
I. (i) Will the facility be open to the general public?
❑Yes ®No
1-s2- 66'08.2800 °i9,/W%°. sic CC, a -St YtmE� ,'dB em en!. —.fie

2. DOCKING FACILITY /MARINA OPERATIONS ❑This section not applicable
a Check each of the following sanitary facilities that will be included in the proposed project
❑ Office Toilets
❑ Toilets for patrons, Number. NA; Location. NA
❑ Showers
® Boatholding tank pumpout; Give type and location- Marina pumpout station to be located on Dock 7
b Describe treatment type and disposal location for all sanitary wastewater
Community sewer
c Describe the disposal of solid waste, fish offal and trash
Trash bins and dumpsters at various locations
d. How will overboard discharge of sewage from boats be controlled?
No overboard discharge policy
e (i) Give the location and number of "No Sewage Discharge" signs proposed
One sign located adjacent to marina pumpout (Dock 7)
(ii) Give the location and number of " Pumpout Available" signs proposed.
One sign located adjacent to marina pumpout (Dock 7)
f Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products
No maintenance activities
g. Where will residue from vessel maintenance be disposed of?
No maintenance activites
h Give the number of channel markers and "No Wake" signs proposed. NA
i. Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality.
No fuel service provided
What will be the marina policy on overnight and live- aboard dockage?
No live- aboard policy
k Describe design measures that promote boat basin flushing?
NA
I. If this project is an expansion of an existing marina, what types of services are currently provided?
NA
2512-80S-280Z . 1- 886- 4RCOAST , ax�rrv:, w� • ia�. ra g s ,i >r

m. Is the marina/docking facility proposed within a primary or secondary nursery area?
®Yes []No
n. Is the manna/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
(SIB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected
®CW 117 sq ft of partial shading from elevated slatted pier. +/- four stalks of wetland grass sap at boat ramp site ❑SAV
❑SB
❑WL []None
p Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? []Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease
3. BOATHOUSE (including covered lifts) ®This section not applicable
a (i) is the boathouse structure(s):
❑Commercial ❑Public /Government ❑Prvate /Commundy
(ii) Number
(iii) Length
(iv) Width
Note Roofed areas are calculated from dripline dimensions
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) [D This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) []This section not applicable
a Length 160' b. Average distance from NHW, NWL, or wetlands
12' to 172' from MHW
c Maximum distance beyond NHW, NWL or wetlands
172' from mean high water
6. MOORING PILINGS and BUOYS ®This section not applicable
a Is the structure(s): b. Number
❑Commercial ❑Public/Government ❑Private /Community
C Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc )
Note: This should be measured from marsh edge, if present.
e Arc of the swing
2!s- -808 -2808 ., .- 338-41RCOAS T ,£,r 5 : da

7. GENERAL
Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities
Greater than 15' —500 ft (80'x 6' docking structure to the south)
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c Width of water body
varies. —775' to 935'
e (i) Will navigational aids be required as a result of the project?
[]Yes ®No ❑NA
(n) If yes, explain what type and how they will be implemented
d Water depth at waterward end of structure at NLW or NWL
approx. 31' to 35' MLW
18. OTHER ❑This section not applicable
a. Give complete description:
Marina - The proposed marina will feature 143 permanent wet slips ranging in length from 20' to 40'. There is an additional
1,185 linear ft of temporary side -to dockage (equal to 47 slips per DCM). The proposed docks and fingers will be floating
structures. Fingers will have triangular bracing for structural support, dimensions per contractor. Two of the three proposed
access piers will be elevated a minimum of 6' above MHW so as not to impede navigation.
Debris Deflector - The proposed debris deflector will be located on the northern side of the marina. The structure will total 160'
in length. Solar powered lights will be located on the upstream side of each piling and the full length of the top of the structure
will be painted with refelctive paint. A Solar powered light will also be located on the downstream side of the most waterward
piling.
Boat Ramp - The existing dirt boat ramp will be upgraded to a 67'x 20' concrete slab ramp extending 52' beyond MHW. There
will be 76 linear ft of side -to dockage available for temporary use. The fixed temporary tie-up dock will feature a series of
step- downs. There will be disturbance to approx. 1,055 sf of benthos associated with the boat ramp improvements.
Shoreline Stabilization and Walkway - The applicant proposes stablization of 2,557 linear ft of shoreline. An elevated wooden
walkway will be constructed in association with the 2,557 linear ft of shoreline stabilization. The walkway will be 6' in width.
Fishing /Crabbing Platform - A 16' x 16' covered fishing platform will be situated adjacent to the riverfront walkway.
October 17, 2012
Date
River Bluffs
Project Name
River Bluffs Development Corporation
Applicant Name
Applicant
GSM- silo+ -28Q .. 1 -888. 4RCOAS7 RE ,N2t trier 4. a 8 ?

River Bluffs
DCM -MP4 Supplement
1. Docking Facility /Marina Characteristics
c. Dock(s) and /or Pier(s)
Structure
Length ft
Width ft
Pier 1 *
44.8
6
Pier 2*
45
6
Pier 3*
45
6
Pier 4*
35.7
6
61
Dock 1
546
6
Dock 2
546
6
Dock 3
98.9
6
Dock 4
14.1
9.2
Dock 5
14.3
6
Dock 6
202
6
Dock 7
410.2
6
Dock 8
22
6
Dock 9
18.5
12
Dock 10
473.2
6
Dock 11
12
6
Dock 12
76
6
Platform 1
Platform 2
16
16
16
16
Boardwalk 2,5571 6
See Figure 6 for labeling.
* Length as measured from MHW
d. Are Finger Piers included?
Quantity
Length (ft)
Width (ft)
46
15
4
5
26.25
4
11
18.75
4
61
30
4
61
22.5
4
Notes
Fixed, elevated 6 ft minimum
Fixed
Fixed, elevated 6 ft minimum
Fixed, fishing /crabbing pier
floating
floating
floating
Floating
Floating
Floating
floating
Floating
floating
floating
Floating
fixed
(temp tie -up at boat ramp)
fixed, located at primary marina access
Fixed, fishing /crabbing platform
fixed

Form DCM MP -5
BRIDGES and CULVERTS
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information.
1. BRIDGES _ _ ❑This section not applicable
a Is the proposed bridge -
❑Commercial ❑Public/Government ®Private /Community
c Type of bridge (construction material).
wooden golf cart/pedestrian bridge
e (i) Will proposed bridge replace an existing bridge? ❑Yes ®No
If yes,
(i) Length of existing bridge. NA
(iii) Width of existing bridge: NA
(iv) Navigation clearance underneath existing bridge: NA
(v) Will all, or a part of, the existing bridge be removed?
(Explain) NA
9• Length of proposed bridge- 74.1 linear ft
b. Water body to be crossed by bridge -
small tributary of NE Cape Fear River
d. Water depth at the proposed crossing at NLW or NWL
0' to 2' MLW
f (i) Will proposed bridge replace an existing culvert? []Yes ®No
If yes,
(ii) Length of existing culvert NA
(iii) Width of existing culvert. NA
(iv) Height of the top of the existing culvert above the NHW or
NWL: NA
(v) Will all, or a part of, the existing culvert be removed?
(Explain) NA
h. Width of proposed bridge: 8 ft
L Will the proposed bridge affect existing water flow? ❑Yes ®No j. Will the proposed bridge affect navigation by reducing or
If yes, explain- increasing the existing navigable opening? ❑Yes ®No
If yes, explain
k. Navigation clearance underneath proposed bridge- 6 ft above I. Have you contacted the U.S Coast Guard concerning their
MHW approval? ❑Yes ®No
If yes, explain.
m Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands 6 ft
waters? ❑Yes ®No
If yes, explain:
2. CULVERTS ®This section not applicable
a Number of culverts proposed:
b. Water body in which the culvert is to be placed.
< Form continues on back>
i
252-808-216,08 .. 1- 813 '44RCOA x 1c"26/06

c. Type of culvert (construction material)
d. (i) Will proposed culvert replace an existing bridge? a (i) Will proposed culvert replace an existing culvert?
❑Yes []No ❑Yes ❑No
If yes,
(ii) Length of existing bridge -
(in) Width of existing bridge -
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
If yes,
(h) Length of existing culvert(s)
(iii) Width of existing culvert(s)*
(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)
f Length of proposed culvert. 9• Width of proposed culvert:
h Height of the top of the proposed culvert above the NHW or NWL i. Depth of culvert to be buried below existing bottom contour
j Will the proposed culvert affect navigation by reducing or k. Will the proposed culvert affect existing water flow?
increasing the existing navigable opening? ❑Yes []No ❑Yes ❑No
If yes, explain: If yes, explain:
3. EXCAVATION and FILL ®This section not applicable
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:
(in) 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.
(in) 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,
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands /marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(n) Describe the purpose of the excavation in these areas
2S2-808-2808 `s •f vim€ t i A'r- ��u ±vti. __ - i !rn .� � a :3 .3tne --- 4:Sed'; •i0"'? :/, ±(,

d. If the placement of the bridge or culvert involves any excavation, please complete the following-
(i) Location of the spoil disposal area
(n) Dimensions of the spoil disposal area-
(in) 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 ❑SB ❑None
If any boxes are checked, give dimensions if different from (h) 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 f
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ❑Yes ❑No
If yes,
(h) Avg. length of area to be filled:
(iii) Avg width of area to be filled.
(iv) Purpose of fill-
(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:
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,
(ii) Avg. length of area to be filled.
(ni) Avg. width of area to be filled:
(iv) Purpose of fill.
a Will the proposed project require the relocation of any existing b Will the proposed project require the construction of any temporary
utility lines? ❑Yes ®No detour structures? ❑Yes ®No
If yes, explain: 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.
< Form continues on back>
i 4f -? a t .. - ?•�'�.a `t' �n +r. s: r frr� gg ;a �ste a t{ �zk; ti31 ;C S

Pt.
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)?
backhoe, pile driver
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
October 17, 2012
Date
River Bluffs
Project Name
River Bluffs Development Corporation
Applicant Name
lll.
Applican ignature
d How will excavated or fill material be kept on site and erosion
controlled?
silt fence
f Will wetlands be crossed in transporting equipment to project site?
[]Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts

IN
Ile
4tk 4k
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an s
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: F
*Boundaries are approximate and are not meant to be absolute.
Map Source: Del-orme NC Atlas and Gazeteer, 2003. Pg 84. SCALE 1" = 1 Mile
River Bluffs LMG
River Bluffs Development
LANDNUNAGEMENIGROLP.,_ Figure 1
[.••n,Unrttenrnt C�� u'IOnts
Corporation 9
ww.LMGroup.net Vicinity a
New Hanover County, NC 810.452.000 (P) • 910.452.0060 (F) � p
October 2012 3805 Wrightsville Ave, Suite 15
02 -11 -189 Wilmington, NC 28403

T
04-
6
e PHASE I
' ..1
ry
General Electnc Company F• - - _ '\ 2 UAW
3901 Castle Hayne Road �s +:.i r 2� M L FAMILY \ -
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AND
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PHASE' ' �,� `\ , »_ /,`� j •»'_ =» I �,,1�` •:. -• , /i�% ` . :'y/ �,
FUTURE B UNITS - J• \ J' r n t '
A
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Fasement
,
a
31NAL PRELIMINARY NOTE This Is Not An Engineered Drawing or Survey.
0 125 250 500
0011 CAMA FILES \02 -11 -189 - River Bluffs. Burrows E

i•
Proposed Acc s Pier
(rai ed for avigable access un erneath)
1/4 Waterbody &� ,
Width Setback /'rllyl ��x 'i
`r 7
O� I �!`tllllll��IKKKyyyrrr /
0' Buffer
75 "AEC
vii . •pit' / - -,�? 1'o' ,
os
Slade �,' al,nia
Y _
O�
0
MHW, 404 Wetland
';;iIII Jill
i and Coastal Marsh
Limit
Coastal
Marsh
' oasta Limit
Pr posed • • Marsh
Ac ss Pier
'B TTe
/ -
�,� 75`, AEC
• (r -�= -�� •- �� _� t 11 � 1 I I I ` lllr�l /�,d�r, .� � 'I !
. �r';;�y� -f'` '� =���� J— '- /1-F�>>��VAA1 , I � II rll �i /rl�jrl,4!/� � - '1 ��", , IV 1 i 1 I I 1 � � •
• -' -0
T\xWv
' 1 , V ",�
o-
• • ;;;.: •' - ' r;''1 ==3V DAu pr- _ . - - : Existing Cleared
1 Barking• Area
7 `AEC l
-M HV orF o o _ L� '
Q� NG11D -2,9 Datum
+iM c
Proposed Access-Pier
_ 1
III Iilk
!�;, 1 (raised for'navigable access underneath)
3 Riparian Corri0or,-
and 15' Setback
irs
as necessary
Slip Count
20'- 90 slips
/ Martha P. Laughlin Rev. Living Trust -- -
/ 1300 Rockhill Road _ _ -_ _ _ _ 2] 5' - 20 slips
30' - 12 slips THIS MAP IS BASED ON ORIGINAL
/ -- - '--
35'- 11 slips DRAW INFORMATION FROMVEY
TALBOT LAND SURVEYING
40' - 10 slips 16747 US HIGHWAY 17
HAMPSTEAD, INC 284A7
-
910-27011824
1 185 linear ft - side -to dockage NORRIS S TUNSTALL CONSULTING ENGINEERS, PC
1127 FLORAL PKWY SURE 4W
Total - 190 slips
WILMINGTON NC 204G7
LAND MANAGEMENT IS NOT RESPONSIBLE
' FOR THE ACCURACY OF SAID INFORMATION
LEGEND PRELIMINARY NOTE This Is Not An Engineered Drawing or Survey
Property Boundary -- -- -- -- - Project LMG Date Revision Date*
River Bluffs 10/12/2012
404 Wetland Line - ••- ••- ••- ••- •• -••-
LAND MANAGEMENT GROUP Mc scale Title 1 "=100' Job Number
mber 189
0 50 00 00 Environmental Consultants
Post Office North Box2522 Proposed Marina La By: Figure.
4 of 12
Wilmington, North Carolina 28402 Layout Drawn B
Telephone [phone]
L \CAMA\2011 CAMA FILES102 -11 -189 -- River Bluffs Burrows Smith\ACAD\RIVer Bluffs CAMA Maior 011

YB ]I PB 716
r
rop sed D bris Deflector
i
Prop ed Access Pier
r
1/4 Wat rbody Width Setback /
r ;
� r
1,0
,]B / r
i
r ,
i
OOH • •„' 4Q O
^ 101 ' 31 %
too 130
• 7
°O �� • ' 12 Proposed Wooden
O' 124 1
BS S,I,bitted Walkway
B.
0 , 21 i
oO O . • 20 i
^' B1 ,e
IS O %
Pr osed ide- Doc ge o • , It ;
(Temp rary) „ i
1 13
112
• ' D ri MHW, 404 Wetland
l and Coastal Marsh
Limit
Prop sed ccess ier
°O Coasta a.00
,yo° . • 2�s2s Marsh/ ! J:
s° Coastal Marsh Limit I
O O
r—•• ` (Un- vegetated g area under I
/ PtlposedbiS
-------------- r ;
-
1:10 6' x 16' °° Covered 1 - ----------------
Gazeb
e ,
• l
' ------------------------
' ' /
30Buffer
. • eo ' � / Existing Cleared
• / ,i / Parking Area I
7� AEC
O
'� / MHW (3' contour)
o i
. ���� i V Q
r� ,� // NGVD 29 Datum
Proposed Access Pier /
r
Riparian Corridor j
i and 15' Setback / I
Stairs /
as necessary Slip Count I
20'- 90 slips I
Martha P Laughlin Rev Living Trust \ / 25' - 20 slips
1300 Rockhill Road
30 , - 12 slips THIS MAP IS BASED ON ORIGINAL
35'- 11 slips DRAINFORMATO'N FROMVEY
TALBOT LAND SURVEYING
18747 US 40' - 10 slips HAMPSTEAD, NC 215443
BIG- M9824
1,185 linear ft - side -to dockage NORRIS t TUNSTALL CONSULTING ENGINEERS, PC
,127 FLORAL PKWY SUITE 4.
81ON C W9
WILMINGTON
Total - 190 slips GT N 2BO-BS
/ LAND MANAGEMENT 15 NOT RESPONSIBLE
FOR THE ACCURACY OF SAID INFORMATION
LEGEND PRELIMINARY NOTE: This Is Not An Engineered Drawing or Survey
Property Boundary -- -- -- -- - Project Date Revision Date
River Bluffs 10/1212012
404 Wetland Line ...... - - - - LMG Scale Job Number
LAND MANAGEMbNY CROUP IKC 1"=100' 02 -11 -189
0 50 100 200 Environmental Consultants Title
Post Once Box 2522 Proposed Marina Drawn By Figure
Wilmington, North Carolina 28402 Detail Layout LES 5 of 12
Telephone [phone]
L 1CAMA12011 CAMA FILES \02 -11 -189 — River Bluffs Burrows Smith1ACAD1RIVer Bluffs CAMA Maior dwo

General Electric Company
3901 Castle Hayne Road
I
I
t
t
t
t
Riparian Corridor and Setback
♦ w / / I
;`404 W,etlanyd.
l /
Line
� r f Imo.. /•
�t Ram, - -- Existing;%
- Accesq-
,� Easem jn "t
1< 'c
7- 5-- AEC-- - !
r
MH-W_(& contour) �
A, '' I � NGVD 29-Datum �
,,"
Stairs
6 ° Sh"or6llpe Stabilization-and Stabilization-and \
As Necessary -
+ ' ,A1Jood:en, Slatted Walkway*
�S
30' Buffer -
Fixed Step -Down Dock
(Temporary, Tie -up)
\\ N \
\
1/4 Waterbody Width Setback
0
*Shoreline Stab 'zation and Wooden Slatted
Walkway to Contilque to Bridge Location.
L rr+r–wsr1%
Property Boundary -- -- -- -- —
404 Wetland Line -•• -• - - - - -
0 10 20 40
'.AMA \7n11 LAMA Pit F S\n9_11 _1 R9 — Rlvar RI. N. RI RTnIUe Smdh
PRELIMINARY
� LMG
LAND MANAGEMENT GROUP nlc
Environmental Consultants
Post Office Box 2522
Wilmington, North Carolina 213402
Telephone [phone]
THIS MAP IS BASED ON ORIGINAL
DRAWINGS AND /OR SURVEY
INFORMATION FROM
TALBOT LAND SURVEYING
16747 US HIGHWAY 17
HAMPSTEAD, NC 29443
91 a' 70-9624
NORRIS 8 TUNSTALL CONSULTING ENGINEERS PC
1127 PL ORAL PKWY SUITE 400
WILMINGTON NC2&103
910.343.9es3
LAND MANAGEMENT IS NOT RESPONSIBLE
FOR THE ACCURACY OF SAID INFORMATION
NOTE This Is Not An Engineered Drawing or Survey
Project. Date. Revision Date.
River Bluffs 10/12!2012
Scale. Job Number-
Title 1 " =20' 02 -11 -189
Boat Ramp Site Drawn By Figure
LES 7 of 12

MARINE
SIDE VIEW
VIEW FROM UPSTREAM
Piling Height
ENGINEERED FOR EXCELLENCE
5olar Powered
Solar Powered
Per Contractor
Navigation Light Navigation Light
Elevated to Avoid Damage
Elevated to Avoid Damage
From Debris. Spaced as
From Debris. 5paced as
Needed
Needed
Pilings Spaced
Per Plan
O
U
LU
w
4'k4" Mounting 5!8° HD Galvanized
a LU
Block Painted With Countersink Thru
Q
Reflective Paint Bolting Every 4'
,
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Cap
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Or Equivalent
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prox. Water Hne
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8'
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° o °—� o
Date:
0=3110
revised 04/27)10
Were"ce
DebrisDeflector
Scale
3 /4" = P -0"
Drawn ur•
T.5.Garrett
Checked By:
Approx. Mud Line
Job Number•
(1�arious Depths) � `
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Notes. 1
Debris Deflector Detail 1
" F111h4 Depth ,
Per Contractor
"
5heet 8 of 12

q
Cross Section A, Bridged Wooden Walkway
Ar
-� -
NHW a 404 WeMnd
une
I - - -- -
- - - - - -
- - -
14 _ @oardwalk
I
- i -- -- _
-
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' 14
(continues)
-- - - -- - - - - - -- -
12
I
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) 12
rn- - -- -
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vegetation lexists under
-I - - - - -- - - - - - - -
-- - - - �- - -- -- I - -- - - - - _ -- - -- - - --
-- C
I- 4 - - � - -- - --
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- ' - -- - -
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- - - - --I - - � - -
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_
120 - —
-- - --
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0 +110
0
0 +�30
0 +140
0 +50
0 +60 0170 0 +180
_16'x 18' Cross Section B,
Covered Gazebo
Central Marina Access MHw
I 404 Wetland Line
I
- - �1 -
-� - - - -- - --
I
- - -
- - -
- -- - -- -- - -- -- - --
-- - - - - - -- -- -
ailm
-- - - — - - -
proposed Access Pies
- - - -- - -- - - --
I
- - - - - - -
loafing Dock
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I �
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I 1
- - -- - -I- -
I
- -; -
I
- -$
I
0 +00 0 +10
0 +20
0 +30
0 +40
0 +50 0 +60
0 +70 0 +80
0 +90
1 +00
1 +10
Protect
LMG
River Bluffs
Date Revision Date
10,12/2012
Job
�A�G GROUP
Environmental Consultants Title
Scale
1 " =8'
umber
02 -11 -189
0
4 8 16
Post Office Box 2522
Wilmington, North Carolina 28402
Cross Sections A and B
Drawn B y
LES
Fl
Figure
9 9 of 12
Telephone [phone]
- 1CAMA12011 CAMA FILES102 -11 -189 - River Bluffs, Burrows SmithWCAD1River Bluffs -LAMA Major dwg

Cross Section E
Northern Marina Access ProposeW',�:n a MH
d M
(southern access similar) Proposed Access Met, y
F Railing rraised 6• over MHVV
-T
MHW tJHW
------
--1 -----------
amp Landing
Ramp
Revision Date
LMG
River Bluffs
7
Scale ill 8.
Job Number
02-11-189
LAND bLkN&GE?4ENT GROUP T-
Environmental Consultants
Title.
Post Office Box 2522
Wilmington, North Carolina 28402
Telephone [phone]
Cross Section E
Drawn By-
LES
Figure
11 of 12
J
MHW
7
7–
8
T
0
0
M[W
MEW--
I
-4
-b
04
>
Z
i
16,
1 _Pfligg Depth End Spacing P ri gontnk. or
-6
-8
-12
-14
-16
.. ....
0 +100 0 +110 0+120 0+6 0+140
,CAMA12011 CAMA FILES102-11-189 — River Bluffs, Burrows Smith%ACAD\River Bluffs–CAMA Major dwg
0 +j50 0 +60 1 0 +170
Scale 111 =8'
PRELIMINARY
NOTE- This Is Not An Engineered Drawing or Survey.
Project
Date
Revision Date
LMG
River Bluffs
10112/2012
Scale ill 8.
Job Number
02-11-189
LAND bLkN&GE?4ENT GROUP T-
Environmental Consultants
Title.
Post Office Box 2522
Wilmington, North Carolina 28402
Telephone [phone]
Cross Section E
Drawn By-
LES
Figure
11 of 12

Z 1/4 Waterbody Width
Setback
2�
0,
T
66 �
THIS MAP IS BASED ON ORIGINAL
DRAWINGS AND/OR SURVEY
INFORMATION FROM
TALBOT LAND SURVEYING
16747 US HIGHWAY 17
HAMPSTEAD NC 28443
910, 70.9824
NORRIS 8 TUNSTALL CONSULTING ENGINEERS PC
1127 FLORAL PKWY SUITE AD
WILMINGTON NC 28403
810.343 -9553
LAND MANAGEMENT IS NOT RESPONSIBLE
`OR THE ACCURACY OF SAID INFORMATION
Shoreline Stabilization and
Wooden Slatted Walkway
16'x16' Covered
Fishing /Crabbing
Platform
0 10 20 40
r
IYHW (3' Contour)
NGVD 29
I
I I• ,,,
1 ,I
1 1
Prbperty
11 1
i
It �I i'';�1 I ,I •I'I;+ �I'�� �
II' II 1
I 'III 1
III
Datum
PRELIMINARY
),LMG
LAMD PI[MlIGEMElIf GROUP oc
Environmental Consultants
Post Office Box 2522
Wilmington, North Carolina 28,102
Telephone [phone]
Line
A
1
1
i
1
i
1
Buffdr
I
1
I
1
I
I
I
I
1
75' AEC
1
1
i
i
1
I
I
1
I
I
1
1
I
NOTE This Is Not An Engineered Drawing or Survey
Date Revision Date
River Bluffs 10/12/2012
Scale Job Number
111=20' 02 -11 -189
Fishing /Crabbing Dock Drawn By Figure
Plan View VLJ 12 of 12