20121041 Ver 2_CAMA Application_20170717

Coastal Management
ENVIRONMENTAL QUALITY
July 14, 2017
TO: Karen Higgins
401 & Buffer Permitting Unit
DWR/Water Quality Permitting
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(a)-ncdenr-go
v
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: River Bluffs Development Corporation MM30-13
Project Location: 2000 Chair Rd., adjacent to the NE Cape Fear River,
in Castle Hayne, New Hanover County
Proposed Project: to reconfigure and expand a community marina
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by August 7, 2017. If you have any
questions regarding the proposed project, contact Courtney Spears at [phone] when
appropriate in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
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 DATED
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
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 Northeast Cape Fear River
Photo Index — 2006: 204-6663, O -X, 5-13 Lat: 340198"08.80239"N Long: 77°57"13.88234"W
3. INVESTIGATION TYPE: CAMA/D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 5/12/17, 5/17/17
Was Applicant Present — No, Yes
5. PROCESSING PROCEDURE: Application Received Complete — 7/12/2017
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
7
(B) AEC(s) Involved: EW, ES, PTA
(C) Water Dependent: Yes
(D) Intended Use: Community
(E) Wastewater Treatment: Existing — Municipal for upland area
Planned — Marine pumpout for marina
(F) Type of Structures: Existing — Access roads, homes on some lots, pool, boat ramp, portion of
fixed pier, floating docks, two gazebos, golf cart raised driveway, and some
shoreline stabilization complete.
Planned — change portion of fixed pier to floating, kayak dock, relocate
gazebo, add bench, relocate access to marina, reconfigure debris deflector,
living shoreline for shoreline stabilization.
(G) Estimated Annual Rate of Erosion: N/A Source — N/A
HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Coastal Wetlands
B Open Water
() p
10, 850 s . ft.
Incorporated
11,215 sq. ft.
(C) Other (Highground)
(D) Total Area Disturbed: 22,065 sq. ft. (0.51 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SC, Sw Open: No
8. PROJECT SUMMARY: River Bluffs Development Corporation is proposing to reconfigure and expand a
community marina within the Northeast Cape Fear River.

4
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 access roads, single and multifamily homes, a pool, a portion of
the previously authorized marina that is under construction, and a boat ramp and fixed walkway with a gazebo
that is under construction. 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.
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).
In 2013, CAMA Major Permit 30-13 was issued to River Bluffs Devleopment Corp. for a planned unit
development on the subject property including an associated marina, boat ramp, walkway along the shoreline
and shoreline stabilization. Several minor modifications have been made to the permit and it is due to expire
12/31/18. Due to an oversight a portion of the currently proposed modifications were constructed prior to
receiving authorization. This Major Modification includes those changes and is part of the restoration agreement
issued from this office on May 25, 2017 as part of Notice of Violation #17-11 D.
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 Resources (DWR). 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.

River Bluffs Development Corporation c/o Burrows Smith
Page 3
PROPOSED PROJECT:
River Bluffs Development Corporation is proposing to reconfigure and expand a community marina within the
Northeast Cape Fear River. The application states that 625' of the authorized fixed walkway was constructed
as of February 2017 beginning at the northernmost end of the shoreline. The applicant proposes to change the
remaining 1,055' of walkway to 10' wide and floating in the same general footprint of the previously authorized
elevated, fixed 8' wide walkway (See Sheet 1 of 12 and 4 of 12). The proposed floating walkway would provide
side -to dockage for 42 vessels in water ranging in depth from -7' to -10' at MLW. The application states that the
total slip count for the entire facility would be 188.
At the northernmost water access, the concrete boat ramp would be extended from 67' to 91' in length, with
gravel on the northern side measuring 53' in length and varying in width from 1' to 5', and gravel on the southern
side of the ramp measuring 5' in width by 34' in length (See Sheet 2 of 12). Adjacent to the boat ramp, along the
southern side, would be brick -lined steps measuring 32.5' by 8.5' leading to a 6' by 8' section of wooden walkway
which would then connect to the existing wooden walkway, (See Sheet 2 of 12). A floating kayak dock located
south of the existing boat ramp would contain four sections one measuring 8' in width by 32' in length, one 7' in
width by 11' in length, and two 4' in width by 13' in length sections. The 8' by 32' section would extend in a
westerly direction, perpendicular to the fixed walkway. The kayak launch portion, consisting of an 11' by 7'
platform and two 4' by 13' fingers, would extend in a southerly direction from the 8' by 32' floating section. Along
the ramp leading from the fixed walkway to the kayak launch would be a 34' section of breakwater (See Sheet 3
of 12 Inset 1).
Along the existing fixed walkway, a cantilevered bench measuring 3' by 24.5' would be adjacent to a relocated
gazebo measuring 19.5' by 19.5' just north of the proposed 1,055' by 10' floating walkway (See sheet 3 of 12
Inset 2). South of the proposed floating walkway a second gazebo measuring 16' by 16' would be relocated with
a 6' wide access way and connect to the existing marina. Along the shoreline adjacent to the relocated gazebo,
69' of an existing retaining wall would be removed (See Sheet 3 of 12 Inset 3). A 12' wide deck is proposed on
the upland area adjacent to the southernmost marina access (See Sheet 5 of 12).
The applicant proposes to add floating finger piers between every boat slip, with finger piers varying in length
from 20' to 35' and varying in width from 3' to 5' (See Sheets 5-7 of 12). The applicant also proposes adding 10
floating platform boat lifts in slips 53-56, 29-33 and one floating platform along the main spine south of the C
access pier (See Sheet 5 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.
The applicant proposes several areas of shoreline stabilization. Along the drive to the boat ramp a 219' retaining
wall varying in height from 2'-10' above grade and running in an east -west direction would stabilize the shoreline
and upland area. At the waterward end of the retaining wall would be a 15' by 12' section of rip rap. Along the
fixed walkway would be 4 sections of living shoreline, each consisting of riprap with backfill and plantings. Living
shoreline area 1 would be 925 square feet in area and would extend a maximum of 25' waterward of NWL (See
Sheet 8 of 12 and 11 of 12). Living shoreline area 2 would be 2,679 square feet and would extend a maximum
of 28' waterward of NWL (See Sheet 8 of 12 and 11 of 12). Living shoreline area 3 would be 2,752 square feet
and would extend a maximum of 24' waterward of NWL (See Sheet 9 of 12 and 12 of 12). Living shoreline 4
would be 4,494 square feet and would extend a maximum of 41' waterward of NWL (See Sheet 10 of 12 and 12
of 12). The combined backfill for all four areas is 3,772 square feet of riprap and 7,097 square feet of sand fill.
None of the proposed living shoreline areas would extend beyond the authorized access walkway.
No changes are proposed to the non -water dependent development previously authorized by State Permit No.
30-13. Due to an oversight a portion of the above proposed modifications were constructed prior to receiving
authorization. This Major Modification includes those changes and is part of the restoration agreement issued
from this office on May 25, 2017 as part of Notice of Violation #17-11 D.

River Bluffs Development Corporation c/o Burrows Smith
Page 4
ANTICIPATED IMPACTS:
The proposed modifications to the community marina would incorporate an additional 11,215 sq. ft. of Estuarine
Waters and Public Trust Area. As proposed, the marina does not appear to exceed the % width limitation. As
proposed, the marina configuration would accommodate up to 135 permanent vessels and 53 temporary side -
to dockage for a total of 188 slips as they are numbered on the workplan drawings (See Sheet 5 of 12). However,
there appears to be potential for two vessels to dock on the end of docks 2-10 which would increase the potential
slip count to 197. The application states that the existing water depths in the location of the proposed marina
ranges from -10 feet to -15 feet @ MLW. Due to the linear design and floating pipes, no bottom or shading
impacts are anticipated, aside from the vertical support pilings. The proposed living shorelines would incorporate
approximately 10,850 sq. ft. of Estuarine Shoreline and Public Trust Area.
Submitted by: Courtney Spears Date: 7/13/17 Office: Wilmington

Major Modification Request - CAMA Permit 30-13
River Bluffs Community, New Hanover County, North Carolina
River Bluffs Development Corporation - applicant
Revisions to Previously Approved Water Dependent Structures and
Construction of Living Shoreline - Marsh Sill
July 11, 2017
River Bluffs Development Corporation requests modification of CAMA Permit 30-13 for revisions
to previously approved water -dependent structures and shoreline stabilization. The planned
unit development and its water -dependent structures are partially constructed at the time of
this request. Necessary revisions to approved water -dependent structures became apparent
during construction. The revisions would, in part, provide solutions to these observed
conditions. All changes requested in this modification are limited to the water -dependent
structures and shoreline stabilization. No changes to the upland development are requested.
Water -dependent structures existing at the time of this request include (from north to south):
1. Concrete Boat Ramp (14' x 91') with brick steps (8.5' x 32.5'), gravel along the
northern and southern sides (3'x 53') and (5' x 34'), rip rap stabilization (12'x 15'),
breakwater along southern edge 34 Ift. Retaining wall south of ramp and ramp
approach 219 Ift.
2. Floating Dock at Boat Ramp (8'x 32').
3. Fixed Walkway with Breakwater along northern shoreline, approximately 624 to
625 Ift.
4. Gazebo along fixed walkway (19.5' x 19.5') with cantilevered bench (3'x 24.5').
S. Pilings for currently requested floating walkway/dock, 12 in total.
6. Within Previously Approved Marina Floating dock with debris deflector (6' x 145'),
10' wide floating marina access dock from debris deflector dock to "Dock 5", "Dock
5" with twelve 30' slips and one 68' 6" slip.
7. Marina Access Deck/Gazebo Central access to marina. Deck (12'x 12'), wooden
walkway 54 Ift (19 ft of which is below MHW), gazebo (16' x16').
Currently requested changes include:
1. Revision of Fixed Walkway to Floating Walkway. CAMA Permit 30-13 authorized a
fixed walkway along the River Bluffs shoreline to provide pedestrian access between
the community marina at the southern shoreline and a boat ramp at the northern
shoreline. The authorized fixed pier (boardwalk) was approximately 2,500' in
length, but was shortened with a 2013 minor modification involving changes to the
community marina's layout. During construction of the walkway in the fall/winter
Project Narrative revised July 11, 2017- Major Modification Request- CAMA Permit 30-13
River Bluffs Communit)6 New Hanover County NC— River Bluffs Development Corporation

of 2016, installation of the structural pilings became problematic. Pilings were being
jetted into place. However, river currents were so swift that sediment was removed
from the area before settling around the installed piling and threatened the stability
of the pilings. In response to this condition, the method of piling installation was
changed to be pilings driven into place. The type and size of pilings had to be
revised, and given the time and cost of this revision, fewer pilings were installed
along the previously approved piling alignment. The approved fixed walkway is now
proposed to be floating and attached to the driven pilings.
A February 2017 as -built survey shows 625 Ift of fixed walkway, beginning at the
northern end of the shoreline, was constructed before the piling installation was
revised. Approximately 1,055 Ift of walkway remains unconstructed between the
end of the fixed walkway and the marina. This modification requests to change the
previously approved fixed walkway to a 10' wide floating walkway along this 1,055
Ift section (Figures 1 and 4). A 10' width is necessary for stability and safe use.
Given the length of the walkway and use by community members and guests of
varying ages, additional width beyond the more common six foot width is needed
for safety. The waterward edge of the floating dock may be used for dockage for
residents and guests during special events at the community. Across the 1,055 Ift,
approximately 42 slips would be available based on one slip per 25' of length.
Water depths along the waterward edge of the floating dock range between -7'
MLW and -10' MLW.
Similarly, at the very south end of marina there is available waterward side -to
dockage (not within fingers) that totals 266 Ift equaling approximately 11 slips. A
total slip count for the entire waterfront would be:
Formalized marina slips 135
Side -to slips north of marina 42
Side -to slips south of marina 11
Total slips 188
New Kayak Dock. The addition of a kayak dock is requested at the northern end of
the property's shoreline. The floating kayak dock is proposed just south of the 8'x
32' floating dock along the boat ramp at the northern end of the shoreline (which
exists at the time of this request). The kayak dock would provide one launching slip
and would consist of three floating sections: (1) a Tx 11' dock and (2) two 4' x 13'
docks. The kayak dock will be accessed by the existing ramp/gangway from the
existing fixed walkway, just south of the boat ramp (Figures 1 and 3). Water depths
in the area of the proposed kayak dock are more than -10' MLW.
Project Narrative revised July 11, 2017- Major Modification Request- UMA Permit 30-13
River Bluffs Community, New Hanover County NC— River Bluffs Development Corporation
2

3. Relocated Marina Access from Clubhouse Area. An approved gazebo located
between the upland clubhouse area and the marina would be slightly relocated.
The gazebo would be moved approximately 44' south of the previously approved
location. The gazebo would remain a 16' x 16' elevated structure (Figures 1 and 3).
Approximately 85' of wooden boardwalk (6' wide) would extend from the gazebo to
the end of the previously approved walkway at the clubhouse.
4. Construction of living Shoreline for Shoreline Stabilization. The River Bluffs
shoreline is a steep bluff along the NE Cape Fear River. The intertidal area at the
base of the bluff is an erosive environment subject to river currents and is largely
unvegetated. Shoreline stabilization in the form of riprap, to be placed underneath
the previously -approved fixed walkway, is currently authorized.
Following Hurricane Matthew, the applicant noted several distinct areas along the
shoreline where storm erosion had resulted in depressional areas. Four such areas
have been identified and are requested with this modification to be stabilized with a
living shoreline. Riprap marsh sills with plantings of Spartina cynosuroides (living
shoreline) would be installed in these four areas. Prior to planting, minor grading
(cut/fill) of the planting areas above the sills will mimic the existing elevations of S.
cynosuroides naturally occupying other portions of the River Bluffs shoreline. Plan
and cross sectional views of the proposed marsh sills are provided in Figures 8-12.
5. Single -loaded marina slips. The slips within the marina were originally double -
loaded with a floating finger dock between every other boat. The design has been
revised to provide for single -loading with floating fingers between every boat. This
revision adds a measure of safety for boats entering and leaving their slips during
rapid river flow conditions, reducing unintentional contact with neighboring boats in
their slips. This design also allows for more convenient boarding by residents and
guests. All floating fingers are either 5' or 3' wide and run the length of the slips
(Figures 6 and 7).
6. Floating dock platforms. The addition of ten floating dock platforms (7' x11.5') to be
located within the marina.
Project Narrative revised July 11, 2017- Major Modification Request- CAMA Permit 30-13
River Bluffs Community, New Hanover County NC— River Bluffs Development Corporation
3
.?1.'D.

DCM MP-1
APPLICATION for
Major Development Permit
im.
(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
Burrows
G
Smith
Applicant 2: First Name
MI
Last Name
NA
Mailing Address
PO Box
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
River Bluff Development, 3571 Hansa Drive
ZIP
Castle Hayne
NC
ZIP
Country
Phone No.
FAX No.
28429
USA
910 - 675 - 7991 ext.
-
Street Address (if different from above)
City
State
ZIP
NA
NA
-
Email
[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
Laura
Stasavich
Mailing Address
PO Box
City
State
3805 Wrightsville Ave, Suite 15
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28403
910 - 452 - 0001 ext.
- ext.
FAX No.
Contractor #
910 452 0060
Street Address (if different from above)
City
State
ZIP
NA
-
Email
[e-mail]; [e-mail]
<Form continues on back>
2 �
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Form DCM MP -1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
New Hanover
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, No additional lots proposed, I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
f.
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.
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
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
Intertidal shoreline along the proposed living shoreline/sill areas is unvegetated.
f.
Man-made features and uses now on tract
Development of the approved subdivision and open water marina is underway. Roads, utilities and homes are being
constructed. Water -dependent structures installed at the time of this major modification include one boat ramp, one floating
dock at ramp, approximately 625 Ift of fixed walkway along the northern shoreline with breakwater, a 19.5'x 19.5' gazebo
with cantilevered bench, and a portion of the marina which includes the northern dock with debris deflector, half of the 10'
wide access dock, and Dock 5. Please see narrative for additional description of existing water -dependent structures.
g.
Identify and describe the existing land uses adjacent 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 [INA
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?
i
252-8013-2808 -. 1-888-4RCOAST ., www,riccoastalmanagement,net

Form DCM MP -1 (Page 3 of 5)
<Form continues on next page>
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes []No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
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.
Purpose of proposed modifications is to provide water access to residents of the community and their guests; living shoreline
will stabilize eroded shoreline.
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.
Standard marine construction techniques and equipment including barge; backhoes for minor grading of living shoreline
areas.
d. List all development activities you propose.
(1) Installation of a floating kayak dock at the northern end of the shoreline, near the existing boat ramp
(2) Revision of a previously -approved fixed walkway to a floating walkway. Floating walkway 10' wide with 1,055 linear feet
of side -to dockage.
(3) Revision of previously -approved marina layout and access pierstplatforms.
(5) Construction of living shoreline (shoreline stabilization with sill and planting) at four highly eroded sections of the
shoreline.
e. Are the proposed activities maintenance of an existing project, new work, or both?
New work for on-going development
f. What is the approximate total disturbed land area resulting from the proposed project? construction of living shoreline all four
areas total
10,850 ®Sq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No [INA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No other discharges into waters of the state are known to exist or are proposed.
i. Will wastewater or storrnwater be discharged into a wetland? ❑Yes ®No [INA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No ®NA "='L•= � i
252-808-2808 „ 9-998-4RCOAST ,. www,nccoastalmanagement.net
r -i

Form DCM MP -1 (Page 4 of 5)
APPLICATION for
Major Development Permit
j. Is there any mitigation proposed? ❑Yes []No ®NA
If yes, attach a mitigation proposal.
<Form continues on back>
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 property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name 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.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date rev July 11, 2017 Print Name _Land Management Group, Inc. (agent)
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
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Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1 _ Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yams.
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV OSB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
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.
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 OSB
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?
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
252-808-2808 ;: 1-888-4RCOAST :: www nccoastaimanagement.net revised: 12/26/06
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Width
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yams.
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV OSB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
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.
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 OSB
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?
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
252-808-2808 ;: 1-888-4RCOAST :: www nccoastaimanagement.net revised: 12/26/06

Form DCM MP -2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION ❑This section not applicable
Of development is a wood groin, use MP -4 — Structures)
a. Type of shoreline stabilization:
[]Bulkhead ®Riprap ®Breakwater/Sill ®Other:
Approximately 625 lit of fixed walkway with breakwater existing
as previously approved. Existing rip rap south of existing boat
ramp approximatelv180 saft. Living Shoreline currently
Proposed.
c. Average distance waterward of NHW or NWL: Living Shoreline
Area 1= 25 ft; Living Shoreline Area 2= 28 ft; Living Shoreline Area
3 = 24 ft; Living Shoreline Area 4 = 41 ft.
e. Type of stabilization material:
Living shoreline/marsh sill with riprap, clean fill sand and marsh
vegetation.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill NA Riprap Four living shoreline areas
combined =3.772 sgft
Breakwater/Sill Other Sand four living shoreline
areas combined = 7.097 sgft
i. Source of fill material.
Rip rap and clean sand (as needed) per contractor
b. Length: Living Shoreline Area 1= 36 Ift: Living Shoreline Area 2=
96 Ift: Living Shoreline Area 3 = 99 Ift: Living Shoreline Area 4
= 99 Ift.
Width: Livino Shoreline Area 1= X 25 ft: Livino Shoreline Area
2= X 28 ft: Living Shoreline Area 3 = X 24 ft: Living Shoreline
Area 4 = X 41 ft.
d. Maximum distance waterward of NHW or NWL: Living Shoreline
Area 1= 27 ft; Living Shoreline Area 2= 31 ft; Living Shoreline
Area 3 = 30 ft; Living Shoreline Area 4 = 45 ft.
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 and clean sand for living shoreline
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes E] No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW).
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
For installation of living shorelines, rip rap will be installed first with Standard equipment, backhoe, etc.
additional silt fencing during grading as needed.
c. (i) Will navigational aids be required as a result of the project?
[]Yes ®No [INA
(ii) If yes, explain what type and how they will be implemented.
N/A
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
N/A
252-808-2808:: 1-888-4RCOAST :: www.nccoastaimana6ement.net revised: 12/26/06

Form D.CM MP -2 (Excavation and Fill, Page 3 of 3)
July 11, 2017
Date
River Bluffs
Project Name
River Bluf!p Development Corporation
Appli ame
-
Applicant Signature
VEE
D
2017
252-808-2808 :: 1-888-4RCOAST :: www.riccoastalmanagernent.net revised: 12126106

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 FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑PubliclGovemment ®Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number Please See MP -4 Supplement
(iii) Length Please See MP -4 Suoplement
(iv) Width Please See MP -4 Supplement
(v) Floating []Yes []No
e. (i) Are Platforms included? ®Yes []No
If yes:
(ii) Number Please See MP -4 Supplement
(iii) Length Please See MP -4 Supplement
(iv) Width Please See MP -4 Supplement
(v) Floating []Yes ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
188
(ii) Number of slips existing
Previously authorized open water marina partially
constructed at time of this application. Updated slip
layout proposed with this modification.
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: No change from that previously
authorized: With currently requested addition of kayaks.
[I This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ®No
d. (i) Are Finger Piers included? ®Yes []No
If yes:
(ii) Number Please See MP -4 Supplement
(iii) Length Please See MP -4 Supplement
(iv) Width Please See MP -4 Supplement
(v) Floating ❑Yes ❑No
f. (i) Are Boatlifts included? []Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage ( wet slips") only, number of slips: 188
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
No change from previous authorization; With currently
requested addition of kayaks and small runabouts.
I. (i) Will the facility be open to the general public?
❑Yes ®No
252-808-2808 ;: 1-888-4RCOAST :: www..nccoastaimanagement.n_et revised: 12/27/06

Foran DCM MP -4 (Structures, Page 2 of 4)
m. (i) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of tie pilings?
N/A
2. DOCKING FACIUMMARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: ; Location: No change from original permit authorization.
❑ Showers
❑ Boathokling tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h• Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
252-808-2808 :: 1-888-4RCOAST :: www.nccoast9kimanagement.net revised: 12/27/06

Form DCM MP -4 (Structures, Page 3 of 4)
I. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
[]Yes []No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes []No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ❑No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s): b. Number
❑Commercial ❑Public/Government ❑Private/Community
c. Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present.
i + r
252-808-2808 :: 1-888-4RCO AST :: www.nccoastaimanagement.net revised: 12/27ro6

Form DCM MP -4 (Structures, Page 4 of 4)
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
Proposed kayak dock addition would be 32' from the
northern riparian property line. The proximity of water
dependent structures along southern shoreline (the marina)
will not change with this Major Modification request.
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 [INA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
Will remain unchanged. From permitted marina, —500 ft (to
the 80' x 6' docking structure to the south)
d. Water depth at waterward end of structure at NLW or NWL
Water deaths ranoe between -8' MLW to -15' MLW
18. OTHER [I This section not applicable
a. Give complete description:
Floating Access Structure - A 1,055 linear foot floating wooden walkway to replace a portion of the previously authorized fixed
walkway. Previously approved fixed walkway was constructed along the northern portion of the shoreline. The proposed floating
walkway would provide access from the end of the existing fixed walkway and the marina. The floating walkway will be 10' in
width to provide safe use and stability along the length. Side -to dockage along the length will be permitted for guests and during
special events at the marina/community (total of 42 side -to slips). Please see MP -4 supplement also.
revised July 11, 2017
Date
River Bluffs
Project Name
River Bluffs Development Corporation
Applica Name
Applicant Signatu
a,i i -4 .
252-808-2808 :: 1-888-4RCOAST :: www..occoastaima_ nagement.net revised: 12/27/06

River Bluffs Major Modification
DCM-MP4 Supplement July 11, 2017
See Figure 5 for reference. * Indicates Measurement from MHW
1. Docking Facility/Marina Characteristics
c. Docks i and/or Pier(s)
Structure INumber
Width
ftLength
ft
Marina Access Dock
10
1409
*S Marina Access Pier
6
47
*C Marina Access Pier
6
19
*N Marina Access Pier
6
11
Marina Dock 1
L Dock
1
8
28.3
Dock Spine
1
8
74
Marina Dock 2
T Dock
1
8
48.5
Dock Spine
1
8
66
Marina Dock 3
T Dock
1
8
48.5
Dock Spine
1
8
94
Marina Dock 4
T Dock
1
8
78.5
Dock Spine
1
8
93
Marina Dock 5
T Dock
1
8
68.5
Dock Spine
1
8
103
Marina Dock 6
T Dock
1
8
58.5
Dock Spine
1
8
108
Marina Dock 7
T Dock
1
8
68.5
Dock Spine
1
8
122
Marina Dock 8
T Dock
1
8
48.5
Dock Spine
1
8
79
Marina Dock 9
T Dock
1
8
48.5
Dock Spine
1
8
94
Marina Dock 10
T Dock
1
8
48.5
Dock Spine
1
8
79
Debris Deflector
6
145.4
Floating Dock -Riverwalk
10
1055
Kayak Dock
1
8
31.8
1
7
11
21
41
13
d. Are Finger Piers included?
Notes
floating
fixed
fixed
fixed
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating

Finger Piers
Number
Width ft Length
ft
Marina Dock 1
2
3
20
19.5
2
5
20
Marina Dock 2
5
3
20
16
5
5
20
Marina Dock 3
6
3
20
Floating Dock Platforms
10 within marina
6
5
20
Marina Dock 4
4
4
35
4
5
35
Marina Dock 5
5
3
30
5
5
30
Marina Dock 6
6
3
25
6
5
25
Marina Dock 7
6
3
30
6
5
30
Marina Dock 8
7
3
20
6
5
20
Marina Dock 9
6
3
20
6
5
20
Marina Dock 10
7
3
20
6
5
20
e. Are Platforms included?
Structure
Width ft
Length ft
Ex. Gazebo N Shore
19.5
19.5
Bench at Ex. Gazebo N Shore
3
24.5
Marina -S Ramp Platform
irregular
Marina -Gazebo Clubhouse
16
16
Marina- N Ramp Platform
irregular
Marina- N Gazebo
16
16
Floating Dock Platforms
10 within marina
7
11.5
Notes
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
floating
Notes
fixed
fixed
floating
fixed
floating
fixed
floating

New Kayak Dock
Figure 3, Inset 1
x
x
Permitted Marina with
Proposed Modifications
Figures 5, 6, 7
a
0
Z
Ex. Boat Ramp
Figure 2
Proposed Living Shoreline Area 1
Figures 8 & 11
Ex. Fixed
Walkway
Existing Gazebo and
Cantilevered Bench
Figure 3, Inset 2
Proposed
Ramp/Gangway
Proposed 10' -Wide Floating Dock
1,055 Ift side -to dockage (42 slips)
Figure 4
Relocated Gazebo
Figure 3, Inset 3
Proposed Living Shoreline Area 2
Figures 8 & 11
Revised Deck Figure 5
Baseline drawing provided by Talbot Land Surveying.
Proposed changes to water -dependent structures added
by LMG for CAMA permitting only.
'Not for Construction.
LMG
LAND MANAGEMENT GROUP mc.
-) Environmental Consultants
Post Office Box 2522
Wilmington, North Carolina 28402
Telephone: [phone]
Proposed Living Shoreline Area 3
Figures 9 & 12
Proposed Living Shoreline 4
Figures 9 & 12
MHW
MHW
CP&L R/,y
Legend:
• Existing Piling
® Existing Fixed Walkway
MHW (added by LMG)
Talbot Land Surveying, P.C.
170 Lafayette Street
Wilmington, North Carolina 28411
Firm License C-2722
Phone: [phone] Fax: [phone]
0 100 200 400
Major Modification -Kayak Dock, Living Shoreline 06/28/2017 07/11/2017
Revised Water Access Walkways & Gazebos Scale: Job Number:
itle: 1" = 200' 02-11-189
Overview of Proposed Revisions Drawn By. LES Figure: 1 of 12

Baseline drawing provided by Talbot Land Surveying.
Proposed changes to water -dependent structures added
by LMG for CAMA permitting only.
Not for Construction.

Inset 1
Existing
Ramp/
Ga \ \ Gangway
\_
Existing \
\ Floating Dock \ \
�\
\\ \ � 8'x32'
\ �1 .9 \ \ \ 31.8
\ Existing Fixed
\ \ \ \ \ Walkway
\ \ Proposed Kayak Launch
\ 8 \ 7. \ 11' x 7' Floating Dock
\ \ \ \41.
Existing
\ \ \ \ 1 \ \ \ Breakwater
Legend: \ \ \ \ \ 0 \ \ \
® Existing ling --- \ \ + \ \
® Existing Fixed -Walkways; \ \ 0 \ ` Proposed Kayak Launch
0 \ \ (2) 4' x 13' Floating Docks
4.
0 5 10
Inset 2
\ 1 Existing
Breakwater
Existing \\
Gazebo \
19.5'x 19.5' \ t \\ \ \
Legend: "I/fX 'X \
® Existing Fixed Walkway / J
Inset 3
10 20 40
Proposed Ramp/Gangway \\
to Proposed Floating Walkway
--------145.
Pre -Existing Retaining Wall
39 ift) to be removed
Z
3\\� o
l s i .5S
~ "-3 Proposed Ramp/Gangway
61 sqft Ramp Platform
-'" . 5
Baseline drawing provided by Talbot Land Surveying.
Proposed changes to water -dependent structures added
by LMG for CAMA permitting only.
Not for Construction. I AAK T T ,r n
Existing Cantileve
Bench
3' x 24.5'
n
Proposed Gazebo
(relocated)16' x 16'
MHW
l,91MIUM
Approved Stairs from
Clubhouse
(not constructed)
- Proposed 6' Wide
Boardwalk, Stairs as
required.
Depth contours (1) 2012 by Talbot Land Surveying.
Datum is NAVD29. Adjustment factor to NAVD88 is -0.95'.
3of12

182
Proposed 10' -Wide
Floating Walkway (1,055 Ift).
Tie -Up Allowed, 42 slips.
MHW
Existing
Pilings
MATCHLINE
MATCHLINE
MATCHRINE
Existing
Pilings
�� II
1J� III
\ � I
Proposed 10' -Wide LL11
MHW
Floating Walkway (1,055 Ift). II DJ$ I
Tie -Up Allowed, 42 slips.
� IIII
(IIII i�/
11111 I I 1
III III
CP&L11 �6/ / II
R/W � l� I
28 .6 1\54 J I
MATCh
8
145.
6.0
Depth contours (1) 2012 by Talbot Land Surveying.
Baseline drawing provided by Talbot Land Surveying. Datum is NAVD29. Adjustment factor to NAVD88 is -0.95'
Proposed changes to water -dependent structures added
by LMG for CAMA permitting only. Project: cAMA Permit 30-13, River Bluffs
Not for Construction. LMG Major Modification -Kayak Dock, Living Shoreline
LAND MANAGEMHNT GROUP ,+ Revised Water Access Walkways & Gazebos
Environmental Consultants Title: Proposed Revision
Post Office Box 2522
Wilmington, North Carolina 28402 Water Access Fixed Walkway
Telephone: [phone]
— --- River Bluffs, u ows mi ator o _ _ZUI 7—r lodt,rlgwalKway—UoLcK\majormoa—revuu/21—master. w
06/28/2017 07/11/2017 ,
Jo umber:
V = 50' 02-11-189
By. Figure:
LES 4 of 12

Depth contours (1') 2012 by Talbot Land Surveying.
Datum is NAVD29. Adjustment factor to NAVD88 is -0.95'.
Baseline drawing provided by Talbot Land Surveying.
Propos changes to water -dependent structures added
by LMGfor LAMA permitting only.
NO for dov'�ru ction.
E

L:\LAMA\LUII LAMA rILr0\UL-II-I0U --- Rlvur owns, ourruwU annul\muivamuu_.,_cv�._nuuunynu�nwuy_vv,.n �m���nnv�_F. aa,._ usl
/
Dock 10 '
/
/
/4 .5
/ 0.0
.0
3 .0 /
/ `3 .0
Dock 9 '
4 .5
/ 0.0
.0
3 .0 /
/
Dock 8 °
~5`
4 .5 94 0
/ �-3
0.0
5
Dock 7 °
' ~5�1
/
6 .5/ / 1 .0
/ 14.
/
3 .0
5 .0
/ 3 .0
Dock 6 '
/
5
/ 12.0 116 0 1-3
.0
/ 2 .0 /
5 .0 /
/ `3
/ 2 .0 0.0
5
/' ° Floating JQ�J
/ Dock
.5 3 ° Platforms
11.5'x7'
14.0
\ 6 .5 �3 0
/ 3 .0
~5
' C, 1 1 0
C Access Pier and
Ramp Platform
3.0 P���
16
3 .0
9
loating
~4� Dock 5
41,0 Platform 12
11.5' x 7'
Depth contours (1') 2012 by Talbot Land Surveying.
Datum is NAVD29. Adjustment factor to NAVD88 is -0.95'.
Baselin�_�rawing provided by Talbot Land Surveying.
Proposedlchanges to water -dependent structures added
by LMG-lbr,(;AMA permitting only.
N4for Cnn#ruction. 0 10
- Project: CAMA Permit 30-13, River Bluffs Date: Revision Date:
p ! LMG Major Modification -Kayak Dock, Living Shoreline 06/28/2017 07/11/2017 ,
LAND MANAGEMENT GROUP mc. Revised Water Access Walkways & Gazebos Scale: Job Number:
Title: V = 50' 02-11-189
Environmental Consultants
Post Office Box 2522 Proposed Revision
Drawn KYLES Figure:
Wilmington, North Carolina 2&102 Community Marina Details 6 Of 12
Telephone: 910 -452 -OMI
L:\LAMA\LUII LAMA rILr0\UL-II-I0U --- Rlvur owns, ourruwU annul\muivamuu_.,_cv�._nuuunynu�nwuy_vv,.n �m���nnv�_F. aa,._ usl

L: �I.MMM�LVII Damn n .. ..,...� �y...��....�_........ ��...�..,.,...._,,...,.,«,._................y
\ 6 .5 / ~`3
3 .0
5`
AI',
Dock 4 \�Z/1 „°
/ ti
/
7 .5 / \
/"1'5. 0 \
/ 3 .0 \
6 .5 / 3 .0 �\
Dock 3 '
/
/
' 1 10
4 .5
4 1.0
�0.0
Dock 2 3 ° / /`� Floatin
Dock
/ o PI or
4 .5 / 0 •5' 7'
/ 0.
/ >0.0
Dock 1 3 0
2 .3
/ 5
/ 0.0
/ 74 0
26 Ift Side -To
Doc ge (11 Slips) Marina
/ Access Dock
/ 27 .5
/ 1 1.9
- S Access Pier and
Ramp Platform
Depth contours (1') 2012 by Talbot Land Surveying.
Datum is NAVD29. Adjustment factor to NAVD88 is -0.95'.
Baseline drawing provided by Talbot Land Surveying.
Proposed changes to water -dependent structures added
by LMG for., CAMA permitting only.
Not for Construction. 1111J, 50 10
Project: CAMA Permit 30-13, River Bluffs Date: Revision Date:
LMG Major Modification -Kayak Dock, Living Shoreline 06/28/2017 07!11!2017
LAND MANAGEMENT GROUP iNc. Revised Water Access Walkways & Gazebos Scale: Job Number:
1" = 50' 02-11-189
Title:
Environmental Consultants
Proposed Revision
Post Office Box 2522 Drawn By. Figure:
Wilmington, North Carolina 28402 Community Marina Details LES 7 of 12
Telephone: [phone]
L: �I.MMM�LVII Damn n .. ..,...� �y...��....�_........ ��...�..,.,...._,,...,.,«,._................y

HW Proposed Living Shoreline - Area 1
%3057 30320 925 sqft
CS _AI X-0.8
GS -Al
30322
MeW P` Legend:
16 " .4 • Existing Piling
GS=
303
303 3Hw
Existing Fixed Walkway
P G5.5 — MHW
38.0
Proposed Living Shoreline
30375
X-0.4
Al
30370
-4.9
30371 X-030378.7
-5.8 Al
MHW
30377
30372 x n 0.7
30375
X -0.9 30350
30373 Al 3.7
-5.5 Al-MHW
30330
HW
30370
x-1.3
Al
30374
L-7,3 ---
Proposed Living Shoreline - Area 2
2,679 sq.ft.
Spot elevations provided by Talbot Land Surveying, April 2017.
Datum is NAVD29. Adjustment factor to NAVD88 is -0.95'.
Baseline drawing provided by Talbot Land Surveying.
Proposed shoreline stabilization details added by LMG for CAMA permitting only.
A2
95.5
30332
3.9
W
30336
X -0.0
GS -A3
30334
-1.s
0 10 2 0
Project: CAMA Permit 30-13, River Bluffs Date: ____7]Revision Date:
T A R /n Maior Modification -Kayak Dock, Living Shoreline 05/01/2017

L: \1. HMH\LVII VHMM fILCJ\VL-II-IU' - -11-..hill..
W
G
•
.5
S-- 2
i
130332
30.7 HW Legend.
• Existing Piling
X 69
GS -A2
�-
e 28.3 M Existing Fixed Walkway
95.5 3033e — M H W
3.7
HW
® Proposed Living Shoreline
-0.
S A3
A3
30337
3.9
HW
30338
X -0.0
GS -A3
30334
S -A3
Proposed Living Shoreline - Area 3
303" 2,752 sq.ft.
30343
X-0.1
GS -A4 30348
303393.7
-1.2 HW
S -A4
G
_5 X 1.
S_ G A4 9
2 9 MHW
G x 8
1 5-A4
- 6
GS -
30350
3.7
HW
0
S -A1
4
99.0 24.8
X 7 20
A MH
1
0.5
_ 1
A5
X-
5
7.0
5
19
3.9
A5- HW
33003
33004 X - 0.5
A5
-3.2
A5
MHW
Spot elevations provided by Talbot Land Surveying, April 2017.
Datum is NAVD29. Adjustment factor to NAVD88 is -0.95'.
Baseline drawing provided by Talbot Land Surveying.
Proposed shoreline stabilization details added by LMG for CAMA permitting only.
33007
X -0.4 33018
33008 AS
0 10 20 40
Project: CAMA Permit 30-13, River Bluffs Date: Revision Date:
�� Major Modification -Kayak Dock, Living Shoreline 05/01/2017
Revised Water Access Walkways & Gazebos Scale: Job Number:
LAND MANAGEMENT GROUP INC.
Title: 1" = 20' 02-11-189
Environmental Consultants
Post Office Box 2522 Proposed Living Shoreline Drawn By. Figure:
Wilmington, North Carolina 28402 LES 9 of 12
Plan View - Area 3
Telephone: [phone]
L: \1. HMH\LVII VHMM fILCJ\VL-II-IU' - -11-..hill..

x-0.4 3301E
AS x38
a3
A5-MHW
AS
Legend:
380 • Existing Piling
X -0.8
3300E AS
-4.7
AS Existing Fixed Walkway
017
X— MHW
A5-MHW
33011
33010 x-0.6
AS
S
A 0
® Proposed Living Shoreline
16
33013 x35 MHW
X-0.4
33012 A5
-2,9
AS
x 335
0015
3814 AS MHW
X-4,5
A5
Proposed Living Shoreline - Area 4
4,494 sq.ft.
30357
W
30358
3.7
HW
4 x
G -A6 G A6 O�
7.1
-8.2 GS -A
30
O GS- 3.8
-A6 MHW
45.4
98.8
41.0
30360
MHW
30361
3.6
HW
Spot elevations provided by Talbot Land Surveying, April 2017.
Datum is NAVD29. Adjustment factor to NAVD88 is -0.95'.
Baseline drawing provided by Talbot Land Surveying.
Proposed shoreline stabilization details added by LMG for CAMA permitting only.
0 10 2n 40
Project: CAMA Permit 30A 3, River Bluffs Date: Revision Date:
05/01/2017
L* ,�� Major Modification -Kayak Dock, Living Shoreline
Job Number:
jyl Revised Water Access Walkways & Gazebos Scale: 1 "
LAND MANAGEMENT GROUP.-. = 2O' 02-11-189
Environmental Consultants Title:
Post Office Box 2522 Proposed Living Shoreline Drawn By. Figure:
Wilmington, North Carolina 28402 Plan View -Area 4 LES 10 of 12
Telephone: [phone]
nn n nv 14k'Molormod U62 e a za 0n_ ca ons. wg

'
A
Cross Section A
Living Shoreline - Area 1
A,
MHw
Elev 4.6'
Cil 8.4 Elev 0'
MLW
— —
CD
z —4 Fill
RiD Ra
0+00 0+10 0+20 0+30 0+40
Cross Section B
Living Shoreline - Area 2
Scale 1 "=6'
0 3 6
12
W Elev 4.6'
Oi
N0 Elev 0'
13.0
z - 2
Fill
Rip Ra
0+00 0+10 0+20 0+30 0+40
r`A\AA 7x111 r`A\AA 1 7(117
na,7017 I nnnfinnc ilwn
LMG
LAND MANAGEMENT GROUP Inc
Environmental Consultants
Post Office Box 2522
Wilmington, North Carolina 28402
Telephone: [phone]
Project: CAMA Permit 30-13, River Bluffs
Major Modification-Kayak Dock, Living Shoreline
Revised Water Access Walkways & Gazebos
Date:
05/01/2017
Revision Date:
Scale:
1" = 6'
Job Number:
02-11-189
Title:
Proposed Living Shoreline-
Cross Sections A and B
Drawn B
y' LES
Figure:
g
11 of 12

Cross Section C
Living Shoreline - Area 3
15.5
ev 4.
MHW
N
W
C)7.2
— —
0
Cut
Fill
Rep Rap
C9 C9
0+00 0+10 0+20 0+30 0+40
Cross Section D
Living Shoreline - Area 4
ng for ,
Floating Walkway
19.1 6
MHW 47
0o mg Elev 4.6
� Not Shown Elev 0' J/
N
W
— —
0
z -
Fill
Rip Rap —
_1
-10
14.8
12-
0+00
0+00 0+10 0+20 0+30 0+40 0+50 0+60
�LMG
LAND MANAGEMENT GROUP,.,c
Environmental Consultants
Post Office Box 2522
Wilmington, North Carolina 28402
Telephone: [phone]
sWMII
Project: CAMA Permit 30-13, River Bluffs Date: Revision Date:
Major Modification -Kayak Dock, Living Shoreline 05/01/2017
Revised Water Access Walkways & Gazebos Scale: Job Number:
Title: 1" = 6' 02-11-189
Proposed Living Shoreline- Drawn By: Figure:
Cross Sections C and D LES 12 of 12