20150358 Ver 1_CAMA Application_20150413

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NCDENR
North Carolina Department of Environment and Natural Resource
Pat McCrory
Governor
April 9, 2015 2 0 1 5 0 3 5 8
Division of Coastal Management —M---
MEMORANDUM V
TO Karen Higgins
FEAPR 015
4 01 & Buffer Permitting Unit
DWR/Water Quality Permitting
Donald R van der Vaart
Secretary
FROM Jonathan Howell, NC DENR -DCM Assistant Mayor Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11- 12 -09)
SUBJECT CAMA /D &F Permit Application Review
Applicant: John Clark and Mary Denison
Project Location: 8 Cedar Island (off Greenville Loop Rd ), adjacent to the Cedar Island Basin /canal,
in Masonboro Sound, in Wilmington, New Hanover County
Proposed Project: to replace an existing bulkhead with new shoreline stabilization, and to reconfigure
an existing private docking facility
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by May 2, 2015. If you have
any questions regarding the proposed project, contact Robb Mairs at (910)796 -7423
when appropriate, in depth comments with supporting data is requested
REPLY:
SIGNED
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
DATE
N C Division of Coastal Management
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

a
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME John Clark and Mary Denison c/o Carolina Marine Construction, Inc
2 LOCATION OF PROJECT SITE 8 Cedar Island, off Greenville Loop Rd, adjacent to Cedar Island
Basin /canal, in Masonboro Sound, Wilmington, in New Hanover Co
Photo Index - 2006 22 -7422, M -N, 16 -17 2000: 22 -271 N -16,17 1995: 22 -253 M, N -20,21
State Plane Coordinates - X 2352393 Y 160864
Latitude 34 011'10 26 "N Longitude 77 050'06.44 "W
3 INVESTIGATION TYPE CAMA/ D & F Rover File 0- 022814A
4 INVESTIGATIVE PROCEDURE Dates of Site Visit — 10/29/2014 and 11/5/2014
Was Applicant Present — Yes (agent)
5 PROCESSING PROCEDURE Application Received — 03/20/2015 (completed)
Office — Wilmington
6 SITE DESCRIPTION
(A) Local Land Use Plan - New Hanover Co M/ilmington
Land Classification From LUP - Conservation
(B) AEC(s) Involved EW, PT, CW, ES
(C) Water Dependent Yes
(D) Intended Use Private
(E) Wastewater Treatment: Existing - Municipal Sewer
Planned - None
(F) Type of Structures Existing- Single - family residence, timber bulkhead, upland boat basin and
docking facility and elevated boat ramp
Planned — New shoreline stabilization, maintenance excavation and new
docking facilities
(G) Estimated Annual Rate of Erosion —12" along the northeast portion of property
Source — Visual observation by agents
7 HABITAT DESCRIPTION [AREA]
nRFnc.,Fn FII I Fn OTHER
(A) Vegetated Wetlands — Coastal Wetlands
130 sq ft
(B) Non- Vegetated Wetlands — Open Water
6,922 sq ft
684 sq ft
(C) Other - Highground
406 sq ft
10,130 sq ft
(D) Total Area Disturbed 18,272 sq ft (0 42 acres)
(E) Primary Nursery Area Yes
(F) Water Classification SA Open No
8 PROJECT SUMMARY. The applicants propose to replace an existing bulkhead with new shoreline
stabilization and reconfigure an existing private docking facility within the Cedar Island Basin

John Clark and Hilary Denison
Page Two
9 PROJECT DESCRIPTION
The project site is located at 8 Cedar Island, within the Cedar Island Subdivision, adjacent to Cedar Island
Basin and access channel within Masonboro Sound located in the City of Wilmington, New Hanover
County To locate the property heading south on Oleander Drive (NC Highway17), turn left onto
Greenville Loop Road and travel approximately 0 8 miles Turn left onto Old Military Road and travel
approximately 0 5 miles east Once you cross the bridge to Cedar Island Subdivision turn right at the
bend and continue to travel south until the road terminates into the property of interest
The property consists of approximately 2 65 acres and the applicants currently maintain a private
residence at this site The average elevation of the property is approximately 3' -12' above normal high
water (NHW) The highground area is landscaped with ornamental shrubs and maintained lawn grass
In addition, there are some woody species, which includes Pine, Oak and Magnolia trees which are
primarily along the western portion of the property There is a border of coastal wetlands approximately
16 -20 feet in width along the eastern side and southern side of the property, which faces the access
channel from Cedar Island Basin to the AIWW These coastal wetlands are vegetated primarily with
Smooth Cordgrass (Spartina alterrnflora) and Salt Meadow Grass (Spartina patens) Other wetland
vegetation landward of the bulkhead includes Sea Oxeye (Bornchia frutescens)
An approximately 922 linear foot dilapidated timber wooden bulkhead currently stabilizes the shoreline
There is an existing boat basin, boathouse with boatlift, fixed pier and floating docks located on the
western corner of the property, which abuts the upper end of the Cedar Island Basin The applicants were
recently authorized a CAMA General Permit No 65093 -D on March 3, 2015 for the construction of 500
linear feet of new timber bulkhead on the northern portion of the property adjacent to the Cedar Island
Basin There is an existing elevated wooden boat ramp from the existing timber bulkhead into an access
channel to the AIWW and Masonboro Sound, measuring approximately 30' in length by 14' in width over
coastal wetlands, which extend approximately 30' beyond NHW and approximately 15' beyond the
waterward edge of the marsh to a water depth of approximately —2 5'@ Normal Low Water (NLW) The
boat ramp was constructed with composite decking material approximately 5/8 of an inch apart to allow
for sunlight and rain to penetrate through the structure, authorized through State Permit No 15 -08 to the
previous property owner (See sheet PH.II -S1 of 3 and Project Narrative)
The New Hanover County /City of Wilmington Land Use Plan 2006 Update classifies the adjacent waters
as Conservation, and the adjacent high ground portion of the project area as Resource Protection In the
project area, the waters of Cedar Creek are classified as SA, by the NC Division of Water Resources, and
they are CLOSED to the harvest of shellfish These waters are designated as Primary Nursery Area
(PNA), by the NC Division of Marine Fisheries
PROPOSED PROJECT:
The applicants propose to replace an existing bulkhead with new shoreline stabilization and reconfigure
an existing private docking facility within the Cedar Island Basin The application states that a new timber
bulkhead would continue from the location recently authorized through CAMA General Permit No
65093 -D, aforementioned, an additional approximate 150 LF towards the south This bulkhead would be
located approximately 2' waterward of the existing timber bulkhead and located adjacent to numerous
Live Oak Trees that border the shoreline, just landward of the existing timber bulkhead This new
bulkhead would terminate at the point of the property where the applicant proposes to incorporate a living
shoreline along the property A new marsh enhancing sill consisting of either granite or limestone,
measuring approximately 120' in length by 16' in width rip -rap would be constructed waterward of the new
timber bulkhead ranging from approximately 12' to 22' waterward of the bulkhead, at a proposed height of
approximately 3 5' above mean high water (MHW)

John Clark and Mary Denison
Page Three
The application states that a 12" bedding of stone base would be the foundation of the proposed sill The
application states that the existing south facing timber bulkhead would be partially removed, leaving in
place the bottom half (approximately 3' above the substrate) to support the new rip -rap shoreline The
application states that an area of highground landward of the existing timber bulkhead would be removed
approximately 7' in width down to the partially removed bulkhead to allow for the construction of a rip -rap
shoreline, which would extend approximately 10' waterward of NHW to a final existing grade of 3' on the
landward side along the entire southern shoreline of the property Another marsh enhancing sill,
measuring approximately 105' in length by 16' in width would be constructed waterward of the new
proposed rip -rap shoreline ranging from approximately 12' to 20', at a proposed height of approximately
3.5' above MHW, which would include the 12" bedding, aforementioned The application states the
pilings would be installed within the proposed sills approximately every 50' and marked with yellow
reflective material for navigation aid within the adjacent channel (See sheets PH.II -S1 and S2 of 3 and
Project narrative)
The applicants propose to reconfigure the existing docking facility located within the existing boat basin
located on the northwestern end of the property adjacent to Cedar Island Basin The application states
that the existing fixed pier and floating docks would be removed and a new approximately 136 LF vinyl
bulkhead would be constructed waterward of the existing dilapidated timber bulkhead The application
also states that an area of highground between the existing and proposed bulkheads approximately 29' in
length by 14' in width to a final project depth of -6' @ MLW to enlarge the boat basin The applicant also
proposes to perform maintenance excavation within the existing boat basin in an area approximately 50'
in length by 42' in width to a final project depth of -6' @ NLW or to the existing water depth of the Cedar
Island Basin The approximately 672 cubic yards (CY) of upland and shallow bottom material would be
mechanically excavated and placed onto the applicants' highground area at least 30' from the NHW
boundary to dewater and then utilized as backfill for the new bulkheads The application states a new
floating dock, measuring approximately 40' in length by 8' in width would be installed within the new basin
to replace the old fixed pier and docks, which would run perpendicular to the shoreline of the basin The
application also states the existing boat lift within the existing boathouse would be replaced with a new
boat lift, measuring approximately 14' in length by 12' in width The application states that the new boat
basin would accommodate up to three (3) vessels (See sheets PH.II -S1 and S2 of 3, Sheets 1 and 2 of
4 and Project Narrative)
The application states that the existing elevated boat ramp on the southern end of the property would be
relocated to the northern end of the property within the Cedar Island Basin, with the same dimensions of
30' in length by 14' in width, however, this location along the property if void of existing Coastal
Wetlands The application states that the boat ramp would be utilized to launch smaller vessels such as
Jon boats, sailboats, kayaks, etc (See sheet PH.II -S1 of 3, Sheet 4 of 4 and Project Narrative)
• new access pier and floating dock would be constructed in previous location of the elevated boat ramp
• pier, measuring approximately 24' in length by 6' in width would extend from the shoreline towards the
access channel to the AIWW An access ramp would then lead from the southern end of the access pier
onto a floating dock, measuring approximately 40' in length by 8' in width, which would run parallel to the
shoreline and channel The application states that this proposed docking facility would be located in
water depths of approximately -2 5' @ NLW The application also states that this docking facility would
accommodate up to two (2) vessels (See sheets PH.11 -S1 and S2 of 3, Sheets 3 of 4 and Project
Narrative)
The applicants' agent held an on -site scoping meeting on November 5, 2014 with some of the interested
review agencies along with a coastal geologist and coastal scientist to assist in the design of the living
shorelines component of this permit application

John Clary and Mary Denison
Page Four
10. ANTICIPATED IMPACTS
The proposed new timber bulkhead along the western portion of the property boundary would result in the
filling of a total of approximately 130 sq ft of Coastal Wetlands, which consists of primarily of Smooth
Cordgrass (Sparbna alterniflora) The proposed bulkhead which borders the Cedar Island Basin channel
would also incorporate approximately 550 sq ft of shallow bottom Approximately 2,520 sq ft of
Estuarine Shoreline would be impacted for the associated backfill and tie -back anchor system of the new
bulkhead The proposed rip -rap shoreline along the southern portion of the property would impact
approximately 2,500 sq ft of shallow bottom and approximately 2,170 sq ft of highground area The
proposed sills would impact approximately 3,600 sq ft of shallow bottom area between the proposed
timber bulkhead and rip -rap shoreline and the adjacent marsh area The top of the proposed -sills would
be located approximately 3 5' above MLW and the application states the pilings would be installed within
sills approximately every 50' and marked with yellow reflective material for navigation aid within the
adjacent channel
The enlargement of the existing boat basin on the northwestern portion of the property would impact
approximately 2,100 sq ft of shallow bottom area and approximately 406 sq ft of highground area for
the proposed maintenance excavation, which would result in the removal of approximately 672 CY of
material to be deposited on the applicants' highground area The proposed new vinyl bulkhead would
impact approximately 272 sq ft of shallow bottom area and approximately 5,440 sq ft of Estuarine
Shoreline for the associated backfill and tie -back anchor system The proposed floating dock and boat lift
would incorporate approximately 488 sq ft of Public Trust Area and Estuarine Waters, which is currently
usurped by the existing boathouse and docking structures within the boat basin
The proposed docking facility along the southern portion of the property would impact approximately 464
sq ft of Public Trust Area and Estuarine Waters The proposed elevated boat ramp to be relocated to the
northern portion of the property would incorporate approximately 420 sq ft of Public Trust Area and
Estuarine Waters The proposed structures would be located within the applicant's riparian access area
and would not encroach into the adjacent 15' riparian corridor setback requirements The proposed
docking facility on the southern portion of the property would extend approximately 25' into a waterbody
within the access channel to the AIWW, which measures approximately 112' in width across, which would
not exceed the % width limitation The proposed elevated boat ramp on the northwestern portion of the
property would extend approximately 30' into a waterbody within the Cedar Island Basin, which measures
approximately 120' across, which would exceed the % width limitation by approximately 3' Minor
increases in turbidity should be expected during construction The proposed configuration of the boat
basin and new docking facility would accommodate up to five (5) vessels
Submitted by: Robb L Mairs Date: 04/08/2015 Office: Wilmington

Recommendations for State Permit John Clark and Mary Denison 04/08/2015
Square footage of docks was calculated as follows
Shoreline Length = 990'x 8'= 7,920 sq ft (2,000 sq ft maximum allowed) -
Two (2) 40'x 8' floating docks = 640 sq ft
Total= 640 sq. ft.
It is the staff's recommendation that the proposal appears that the project is CONSISTENT with NCAC 07H
.0208(b)(6), including the eight square foot rule and the pier width rule The proposed boatlift would be located
entirely over open water The construction would provide docking space for the total up to five (5) vessels at this
location It appears that the project is CONSISTENT with the use standards set forth in 15A NCAC 7H
0208(b)(6) (G)(ni), which requires that piers not exceed one - fourth of the width of the water body (the 1/4 rule ")
It is the staff's recommendation that the proposal to fill coastal wetlands and construct a new timber bulkhead
waterward of an existing dilapidated wooden bulkhead are CONSISTENT with the Rules of 15 NCAC 7H 0208
(b) (7) (D)(ii) Use Standards for Bulkheads and Shore Stabilization Measures states "the bulkhead alignment
extends no further below approximate mean high water or normal water level than necessary to allow recovery of
an area eroded in the year prior to the date of application, to align with adjacent bulkheads, or to mitigate the
unreasonable hardship resulting from unusual geographic or geologic features It would seem that removal of
the existing dilapidated bulkhead and construction of the new bulkhead on the landward side of the area of
coastal wetlands would present a greater environmental problem with potential erosion and washout during the
construction process and the potential impact to the numerous Live Oak trees along this section of the property
boundary
It is the staff's recommendation that the proposed excavation of the area around the existing boat basin and
within Cedar Island Basin appears to be CONSISTENT with 15 NCAC 07H 0208 (b)(1) and (2) It is the opinion
of this office that the area for the proposed excavation is located in an area that has been historically impacted
and in continuous use for docking and navigational purposes
It is the opinion of this office that the proposed marsh enhancing sills are CONSISTENT with the Use Standards
for Estuarine Waters and Public Trust Areas, as set forth in NCAC 07H 0206 & 0207 In the absence of any
concerns from the commenting agencies, it is recommended that a permit be issued subject to the standard
marsh sill and following conditions
This permit authorizes only the docks, piers, and other structures and uses located in or over the water
that are expressly and specifically set forth in the permit application No other structures, whether
floating or stationary, may become a permanent part of the structure without permit modification No
non -water dependent uses of structures may be conducted on, in, or over public trust waters without
permit modification
2 No attempt will be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work
3 The authorized structure and associated activity must not cause an unacceptable interference with
navigation and shall not exceed the established pier -head line
4 The permittee must install and maintain, at his expense, any signal lights and signals prescribed by the
U S Coast Guard, through regulations or otherwise, on authorized facilities
5 In order to protect water quality, runoff from the construction must not visibly increase the amount of
suspended sediments in adjacent waters
Continued Recommended Permit Conditions on Next Page

6 This permit does not authorize the interference with any existing or proposed Federal project, and, the
permittee will not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest
7 The permittee will maintain the authorized work in good condition and in conformance with the terms and
conditions of this permit The permittee is not relieved of this requirement if he abandons the project
without having the permit transferred to a third -party
8 This permit authorizes a maximum of five (5) boat slips At no time shall more than five (5) vessels be
moored or docked at the facility The restriction of the number of vessels shall apply to all marine vessel
types, including but not limited to motorboats, sailing vessels and personal watercraft
9 This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals
or authorization which may be required
10 The disturbed areas will be properly graded and provided with ground cover sufficient to restrain erosion
within thirty (30) working days of project completion
11 Any development or land disturbing activity that is considered non -water dependent is not authorized
within 30 feet of the normal high water level unless specifically exempted by Coastal Resource
Commission (CRC) regulations in place at the time of such development
12 In order to protect water quality, runoff from the construction must not visibly increase the amount of
suspended sediments in adjacent waters
13 The alignment of the permitted sills shall be staked by the permittee and approved by a representative of
the Division of Coastal Management within a maximum of 30 days prior to the start of construction
14 The permittee and his contractor shall schedule a pre - construction conference with the Division of
Coastal Management and the U S Army Corps of Engineers prior to the initiation of any work
15 Appropriate sedimentation and erosion control devices, measures or structures must be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e g silt fence,
diversion swales or berms, sand fence, etc )
16 The riprap material must consist of clean rock or masonry materials such as but not limited to granite or
broken concrete
17 In order to protect juvenile shrimp and finfish populations, no excavation or filling will be permitted
between April 1 and September 30 of any year without the prior approval of the Division of Coastal
Management, in conjunction with the Division of Marine Fisheries
18 Excavation will not exceed -6 0' below MLW within the basins and access channel
Continued Recommended Permit Conditions on Next Page

19 The temporary placement or double - handling of excavated or fill materials within waters or vegetated
wetlands is not authorized
20 No excavated or fill material will be placed at any time, in any marsh or surrounding waters
21 All unconsolidated material resulting from associated grading and dredge spoil placement shall be
retained on site by effective sedimentation and erosion control measures Prior to any land- disturbing
activities, a barrier line of filter cloth must be installed between the land disturbing activity and the
adjacent marsh or water areas, until such time as the area has been properly stabilized with a vegetative
cover
22 All spoil material shall be placed at least 30' from mean high water
23 The disturbed areas will be properly graded and provided with ground cover sufficient to restrain erosion
within thirty (30) working days of project completion
24 Spoil area must be inspected prior to beginning work by a DCM Representative
25 In order to protect water quality, runoff from the construction must not visibly increase the amount of
suspended sediments in adjacent waters
26 No coastal wetlands shall be filled outside the area indicated on the attached works plans
27 The Division of Coastal Management shall be notified in writing at least two (2) weeks in advance of any
maintenance work authorized by this permit, and such notification shall include
A. The number of the original permit
B A statement that no dimensional changes are proposed
C A copy of the original permit plans with cross - hatching indicating the area to be maintained, the
area to be used for spoil disposal, and the estimated amount of material to be removed The location,
design and holding capacity of the spoil disposal site must be approved by a representative of the
Division prior to the initiation of any maintenance dredging activities
D The date of map revision and the permittee's signature shown anew on the original plan
All excavated materials will be confined above mean high water and landward of regularly or irregularly
flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids into any
marsh or surrounding waters
MOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals
or authorizations that may be required
NOTE: Future development of the permittee's property may require a modification of this permit Contact a
representative of the Division at (910) 796 -7215 prior to the commencement of any such activity for this
determination
NOTE: The permittee and /or his contractor is urged to meet with a representative of the Division
prior to project initiation

Carolina Ma1. 7 _ a f`',._ ',•`-' .r t'+ t,`•, x.. s tY o In
/� 00 i 1 t. Beach / 11 /' 11 84
March 19, 2015
To: DENR
Attn: Robb Mairs
PROJECT NARRATIVE
Robb,
As per our site visits and previous discussions, we are requesting a permit to stabilize the shoreline at #8
Cedar Island along with rebuilding /constructing two docks for recreational purposes. We are proposing
to install approximately 200' of rip rap with stone base long the south side of the property where the
existing wooden bulkhead is in a state of failure. The south side of the property is open and therefore
has a heavy wave action during high winds or storms. The rip rap will diffuse the energy and protect the
shoreline. We are also proposing to construct 225' of marsh sill to protect the two areas of costal marsh
that are on site and provide them with an area that they can flourish
On the high ground side of the southern peninsula we are proposing to construct approximately 140' of
wooden bulkhead to prevent erosion of the high ground into the coastal marsh area. This section of wall
will be 18" to 24" in front of the existing deteriorated /failing existing bulkhead. It will incorporate
approximately 120 -130 sq ft of marsh grass in order to construct, but will provide a protected area that
is not smothered by eroding soil or wave action, enabling the marsh to re- establish itself The section of
wall will also tie into the new wooden bulkhead constructed under GP #65093. In this situation, we
would normally run the new wall behind the existing wall, then remove the old wall after completion of
the new one. However, there are existing oak trees in that location that prevent us from doing so and
we would like to preserve the oak trees.
We are also asking for permission to rebuild the existing boat basin. The existing stationary pier, floating
dock, boatlift and bulkhead are all in a state of disrepair. We are proposing to eliminate the pier and
existing dock, and to install a new 8'x 40' floating dock in their place. We are also proposing to remove
the existing lift and install a new 10k lb boat lift. The existing wall is failing, therefore a new 136' vinyl
bulkhead will be installed. In order to allow either (2) small vessels or (1) larger vessel to be moored in
the wet slips ( #3 & #4), we are proposing to remove an area 29' wide by 14' long out of high ground
along with dredging the basin to -6' MLW. A total of 491 cubic yards will be removed with a hydraulic
excavator mounted on a barge with bin walls. The spoil will partially dewater while on the barge. It will
then be unloaded on high ground with Bobcat S -250 skid steer loaders behind silt fencing. Once the
material fully dewaters it will be used as a backfill cap over the gravel in between the old and new
bulkheads.
The existing elevated ramp on the property is to be relocated on to the back side, where both the wind
and the water is calmer. The ramp will be used to launch small john boats, sailfish, kayaks,
paddleboards, etc.
The last item that we are proposing is a day dock on the front of the property for swimming and fishing,
as well as transient space for visiting friends. A 6' x 40' dock is proposed (slips #1 & #2) along with a0, ttEIVED
OOtirt W!L MINGTON, INC
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24' access pier. The dock will be located 6' from the toe of the proposed rip rap. There will be
approximately 2 %Z' — 3' at normal low water on the back side of the dock so dredging in this area will
not be necessary.
The owners of the property are environmentally conscious as per our scoping meeting on November 5,
2014 with interested review agencies along with Spencer Rogers and Stacy Skrabel from the Coastal
Federation. They are also extremely excited that they are able to protect their property in such a
natural and green way. The living shoreline with the rip rap and marsh sills will not only provide years of
protection, but will create an ideal habitat for numerous species.
'-'-CEIVED
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North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Land6w' her Information
Business Name
Carolina Marine Construction, Inc
Project Name (if applicable)
Clark
Applicant 1 First Name
John
MI
R
Last Name
Clark
Applicant 2 First Name
Mary
MI
B
Last Name
Denison
If additional applicants, please attach an additional page(s) with names listed
Mailing Address
507 Pendleton St
PO Box
City
Alexandria
State
VA
ZIP
23314
Country
USA
Phone No
910 - 233 - 5305 ext
FAX No
- -
Street Address (if different from above)
City
State
ZIP
Email
2. = - AgbhtIContractor lirformatioii,
Business Name
Carolina Marine Construction, Inc.
Agent/ Contractor 1 First Name
MI
Last Name
Michael
B
Conard
Agent/ Contractor 2_ First Name
MI
Last Name
Mailing Address
PO Box
City
State
6400 -8 Carolina Beach Rd
#212
Wilmington
NC
ZIP
Phone No 1
Phone No 2
28428
910 - 470 -6610
ext
910 - 793 -4143 ext
FAX No
Contractor #
NC #58629
Street Address (if different from above)
City
State
ZIP
4925 Red Heart Dr
Wilmington
NC
28412-
Email
carolinamarineconstruction @charter net
<Form continues on back>
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Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3.' i'rbjpct Location ;
County (can be multiple)
Street Address
State Rd #
New Hanover
8 Cedar Island
115,434
Subdivision Name
City
State
Zip
#8 Cedar Island
Wilmington
NC
28409-
Phone No
Lot No (s) (if many, attach additional page with list)
- - ext
, , , ,
a In which NC river basin is the project located
b Name of body of water nearest to proposed project
Cape Fear
Cedar Creek
c Is the water body identified in (b) above, natural or manmade?
d Name the closest major water body to the proposed project site
❑Natural ®Manmade ❑Unknown
Masonboro Sound
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
Wilmington
4, Site Description -
a
Total length of shoreline on the tract (ft )
b Size of entire tract (sq ft )
990"
115,434
c
Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
7' ®NHW or ❑NWL
e
Vegetation on tract
Pines,Oaks, Palms, Shrubs, Grass, Coastal Wetlands
f
Man -made features and uses now on tract
(3) Story wood house, pool, existing deteriorated pier, dock and bulkhead
g
Identify and describe the existing land uses adjacent to the proposed project site
Residential
h
How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
Residential
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k
Hasa professional archaeological assessment been done for the tract? if yes, attach a copy ❑Yes ®No ❑NA
If yes, by whom?
1
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>
RECEIVED
DC WILMINGTON, NC
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Form DCM MP -1 (Page 3 of 4)
m (i) Are there wetlands on the site?
(u) Are there coastal wetlands on the site?
(m) If yes to either (Q or (1) above, has a delineation been conducted?
(Attach documentation, if available)
n Describe existing wastewater treatment facilities
City / CFPUA
o Describe existing drinking water supply source
City /CFPUA
p Describe existing storm water management or treatment systems
Surface run -off
I
APPLICATION for
Major Development Permit
®Yes ❑No
®Yes []No
❑Yes ®No
5. Act®tritles and /rnpacts:
a Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
®Private /Community
b Give a brief description of purpose, use, and daily operations of the project when complete
The sill, rip rap and bulkhead are to protect the property from storms and erosion The (2) docks and elevated ramp wll be
used for recreational boating, sailing, kayaking, fishig, swimming, etc
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
A long reach excavator mounted on a barge with bin walls will be used to install piles, rip rap and dredge Bobcat skid steer
loaders will be used for backfill Standard construction methods to be utilized
d List all development activities you propose
Install approximately 200' of rip rap, 225' of marsh sill, 136' of vinyl bulhead, approximately 140' of wooden bulkhead
Excavate 491 cube yards of spoil, install 10k lb boat lift, construct (1) new 6'x 40' and (1) 8'x 40' floating dock, 6'x 24' fixed
pier, and relocate existing ramp
e Are the proposed activities maintenance of an existing project, new work, or both? Both
f What is the approximate total disturbed land area resulting from the proposed project? 13,170 ®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
Surface run -off
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
1 Is there any mitigation proposed? []Yes ®No ❑NA
If yes, attach a mitigation proposal
<Form continues on back>
RECEIVED
'ACM WILMINGTON, NC
2 3 2- ":'08 -y X08 -, 3-^8 S 3. 4 rC f3 SAZ7 .. IN VV:Ir, .Cp .1s T1S I. )I?'sn i]a d;0-7roxn Ca...-`

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
--in addition to this completed application form, (MP -9) the following items below, if applicable,, must be submitted in orr/ei for the apphrcahon
package to be complete_ Items (a) —_(f) are always applicable to any major deve/opmenf applrcabori 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 Jolin C Etal Byrnes I' Trustees Phone' No 828 -467 -7238
Address 2631 -314 NE 14th Ave Ft Lauderdale, FL 33334 = ``
Name Phone No
Address
Name - Phone No -
'Addr'ess
g A list of previous state or federal permits issued for work on the project tract Include permit numbers, permittee, and issuing dates
GP #65093 / GP #17581 -D 6/98 Flohr State Permit # 92 -06
State Permit #130 -83
Minor Permit #15 -08
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 :Cefti>icatidn and- Perfiiission_to Enger bn"L.and
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 3/20/15 Print Name Michael Conard
Signature
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
RECEIVED
ACM WILMINGTON, NC

Form ®CM MP-2
d
(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- Jo 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 Q-1 1 am
an y o
492
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 (SIB), 180
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ®None
(u) Describe the purpose of the excavation in these areas
Maintenance dredge of existing basin, remove high ground to
enlarge basin
DISPOSAL OF EXCAVATE ®,�9i4TE1�IAL. _ _ El section not,appl►cable _
a Location of disposal area b Dimensions of disposal area
on site
c (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(u) 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
DOW ❑SAV ❑SB
OWL ®None
(u) Describe the purpose of disposal in these areas
N/A
50'x 100'
d (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(u) If yes, where?
Shinn Point spoil site (Shore Acres)
f (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(u) If yes, how much water area is affected?
RECEIVED
OCM WILMI`�G-TC-fN; NIC
,,, e ` ^�c`�'3 �v "i'a�+lc'- ,-api� ,. "-a V'sz d' 12/26/03
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization)
Length
50'
14'
Width
42'
29'
Avg. Existing
2'
NA -
NA'j�` -
+6'
Depth
V .
Final Project
6'
NA
INA
-6'
Depth
,
1, EXCAVATION- Jo 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 Q-1 1 am
an y o
492
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 (SIB), 180
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ®None
(u) Describe the purpose of the excavation in these areas
Maintenance dredge of existing basin, remove high ground to
enlarge basin
DISPOSAL OF EXCAVATE ®,�9i4TE1�IAL. _ _ El section not,appl►cable _
a Location of disposal area b Dimensions of disposal area
on site
c (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(u) 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
DOW ❑SAV ❑SB
OWL ®None
(u) Describe the purpose of disposal in these areas
N/A
50'x 100'
d (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(u) If yes, where?
Shinn Point spoil site (Shore Acres)
f (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(u) If yes, how much water area is affected?
RECEIVED
OCM WILMI`�G-TC-fN; NIC
,,, e ` ^�c`�'3 �v "i'a�+lc'- ,-api� ,. "-a V'sz d' 12/26/03

3. SHORELINE' STABILIZATION 13-This section not apps +cable
(if development is a wood groin, use MP -4 — Structures)
a Type of shoreline stabilization
®Bulkhead ❑Riprap ®Breakwater /Sill ❑Other
c Average distance waterward of NHW or NWL 2' / 10' / Sill 8'
e Type of stabilization material
Wood / Rip Rap / Sill
g Number of square feet of fill to be placed below water level
Bulkhead backfill 550 Riprap 223
Breakwater/Sill 1200 Other
I Source of fill material
Dredge, on site sand, stone brought to site
b Length 140'1200'/ 225'
Width 2'/ 17'18'
d_ Maximum distance waterward of NHW or NWL 2710'/8'
f (i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No ❑NA
(u) If yes, state amount of erosion and source of erosion amount
information
- 12" wave action
h Type of fill material
Clean sand
�: OTfIE/?` FILL: ACT/!/ITIES _ ®Tliis`section not applicable
(Excluding.Sh&r hne 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 (CW),
If yes,
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
(n) Amount of material to be placed in the water
number of square feet affected
(m) Dimensions of fill area
❑CW ❑SAV ❑SB
(iv) Purpose of fill
❑WL ❑None
(u) Describe the purpose of the fill in these areas
N/A
5. isEllIER.AL
a How will excavated or fill material be kept on site and erosion
b What type of construction equipment will be used (e g , draglme,
controlled?
backhoe, or hydraulic dredge)?
Material to be excavated bucket to barge with bin walls to
Excavator mounted on barge with bin walls Biodegradable
temporarily dewater and then be unloaded onto high ground
hydraulic oil only
behind silt fence
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
(u) If yes, explain what type and how they will be implemented
(n) If yes, explain steps that will be taken to avoid or minimize
N/A
environmental impacts
N/A
Date'-' _ : " Michael Con4d -- k` V
Clark ;. _ _ z AppNca_nt'Nam C1 WILMINGTON, NC
Project Name
`J - ✓`���� � If,,,. :,�'- :1- .;� -�-)- - J, ,
Tc �bti_
Applicant Signature
252- 31018- 283X %i e?',rZ ^e'�'. _9 .�,Cy r"3.s..�eiiG72c:d�d 'n �x3713Y,�`tu, , ,.. ,..._: °'_ 121,23103

STRUCTURES
Attach this form to Joint Application for CAMA Mayor Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
1. DOCKING FACILITY /fl ARINA C6 ARACTERISTICS ❑This section not applicable
a (i) Is the docking facility/marina b (i) Will the facility be open to the general public?
❑Commercial ❑Public/Government ®Private /Community ❑Yes ®No
c (i) Dock(s) and /or pier(s)
(ii) Number 1
(iii) Length 6'
(iv) Width 24'
(v) Floating ❑Yes []No
e (i) Are Platforms included? ®Yes ❑No
If yes
(ii) Number 2
(iii) Length 6'/ 8'
(iv) Width 40'
(v) Floating []Yes ❑No
Note Roofed areas are calculated from dnplme dimensions
g (i) Number of slips proposed
5
(ii) Number of slips existing
3
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 25'
m (i) Will the facility have tie pilings?
®Yes ❑No
(n) If yes number of tie pilings?
(2) sets of dolphins (6 piles)
d (i) Are Finger Piers included? ❑Yes ®No
If yes
(n) Number
(ni) Length
(iv) Width
(v) Floating ❑Yes []No
f (i) Are Boatlifts included? ®Yes ❑No
If yes -
(ii) Number 1
(iii) Length 14'
(iv) Width 12'
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 5
❑ Dry storage, number of boats
® Boat ramp(s), number of boat ramps 1 elevated /relocated
❑ Other, please describe
Describe the typical boats to be served (e g , open runabout,
charter boats, sail boats, mixed types)
Open center console, sad boats, run abouts, kayaks
I (i) Will the facility be open to the general public?
❑Yes ®No
RECEIVED
DOM WILMINGTOIN, NC

Jrl t:a i e, j
t
-2. ; ®OCICIN(s_FA4CILITY/AllA INA- OPENTIONS _ __ ❑Thiisection not,apphcable .
a Check each of the following sanitary facilities that will be included in the proposed project
❑ Office Toilets
❑ Toilets for patrons, Number , Location N/A
❑ Showers
❑ Boatholding tank pumpout, Give type and location N/A
b Describe treatment type and disposal location for all sanitary wastewater
N/A
c Describe the disposal of solid waste, fish offal and trash '
N/A
d How will overboard discharge of sewage from boats be controlled?
N/A
e (i) Give the location and number of "No Sewage Discharge' signs proposed
N/A
(u) Give the location and number of " Pumpout Available" signs proposed
N/A
f Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products
N/A
g Where will residue from vessel maintenance be disposed of?
N/A
h Give the number of channel markers and "No Wake' signs proposed N/A
i Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality
N/A
What will be the marina policy on overnight and live- aboard dockage?
N/A
k Describe design measures that promote boat basin flushing?
Tie into connecting water depth
I If this project is an expansion of an existing marina, what types of services are currently provided?
N/A
IRECEIVED
m Is the marina /docking facility proposed within a primary or secondary nursery area? DCIVI WILMINGTON, NIC
®Yes ❑No
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l�R'.e��q� v s.+ _. ���i'u�r -�i3� �s �4ia�`,4�� .,

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 Ieaseholder(s), and give the proximity to the lease
3. BOATHOUSE (including covered lifts) _ ®This section not applicable
(i) Is the boathouse structure(s)
❑Commercial ❑Public/Government ❑Private /Community
(u) Number
(m) Length
(iv) Width
Note Roofed areas are calculated from dnphne dimensions
4, -GROIN (e.g, wood, sheetprle, -etc ,If a rock groin, use MP -2, Excavation and Fill) ®This section -not applicable
a (i) Number
(u) Length
(iii) Width
5. ,BREAK WATER (e g , wood,. sheetpile, -,etc ), - OThis,section_n6t applicable
a Length b Average distance from NHW, NWL, or wetlands
c Maximum distance beyond NHW, NWL or wetlands
6. - MO.ORING 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
DECEIVED
,"M 'ANLMINGTON, 1`40
'_52-90Z-23'08 — �^.888- tia Y)iPic�'la 7 ^ . i21 7,081

five:; DAV"IM MP -4
7. iREMtRAL
a Proximity of structure(s) to adjacent riparian property lines
> 15'
Note For buoy or mooring piling, use arc of swing including length
of vessel
c Width of water body
112'/ 120'
e (i) Will navigational aids be required as a result of the prolect7
❑Yes ®No ❑NA
pp If yes, explain what type and how they will be implemented
b Proximity of structure(s) to adjacent docking facilities
> 100' +
d Water depth at waterward end of structure at NLW or NWL
-6' MLW
8. OTHER � � ` - � � '� � _ _ � T ; El This, section not,applicable
a Give complete description
Narrative Attached Elevated ramp dimensions are 14'x 30'
3/20115'–_
Date
Clark',;-
P.rolect Name; -
Nhchaei�Conard-
Applica� tt N
Applicant Signature
RECEIVED
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RECEIVED
DCM WILMINGTON, NO
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MAR 2 0 2015
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03.1115
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DESIGN DREDGE DEPTH
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12" LAYER OF BEDDING
STONE 1" TO 2" PER PIECE
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