72-15 Clark & Denison

Permit Class
NEW
Permit Number
72-15
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
Vermit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to John Clark and Mary Denison, 507 Pendleton Street, Alexandria, VA 23314
Authorizing development in New Hanover County at adi. Cedar Island Basin, 8 Cedar Island, off
Greenville Sound Loop Rd.. , as requested in the permittee's application dated 3/20/15, incl, attached
workplans (6) 1-4 of 4 dated 3/15/15 and S1 and S2 dated 3/12/15.
This permit, issued on July 2, 2015 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
)e suoijecr to ties, imprisonment or crvrr action; or may cause tire perrnrt ru oe nun auu vuiu.
Excavation
1) No excavation shall take place at any time in any outside of the area indicated on the attached
workplan drawing(s).
2) Excavation shall not exceed -6 feet below the normal low'water level. In no case shall the depth of
excavation exceed the depth of connecting waters.
3) To prevent unnecessary siltation into the adjacent water body, a turbidity curtain shall enclose the
area to be excavated, and a 24 hour period after completion of excavation shall elapse prior to
removal of the curtain.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2018
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
txtdA C. Davis, Director
of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

John Clark and Mary Denison Permit #72-15 '
Page 2 of 5
ADDITIONAL CONDITIONS
4) The temporary placement or double handling of excavated or fill materials within waters or vegetated
wetlands is not authorized
5) All excavated materials shall be confined above normal 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.,
6) No spoil material is to be placed within 30 feet of the normal high water line
Maintenance Clause
7) The Division of Coastal Management shall be notified in writing at least two (2) weeks in advance of
any future maintenance work authorized by this permit, and such notification shall include:
A. The number of the original permit.
& 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 shall 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.
Docking Facility
8) 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 structure, whether
floating ,or stationary, shall become _ a permanent part of this docking facility without permit
modification. No non -water dependent uses of structures shall be conducted on, in or over Public Trust
waters without permit modification.
9) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
docking facility. Any sewage discharge at the docking facility shall be considered a violation of this
permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout
the entire existence of the permitted structure.
10) The boathouse shall not be completely enclosed or have side coverage more than one half the height of
the side, from the roof waterward.
11) The authorized boathouse shall be single story, and shall not be designed to allow for second story use.
12) No attempt shall 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.

John Clark and Mary Denison
ADDITIONAL CONDITIONS
Permit #72-15
Page 3 of 5
13) The permittee shall 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
permitted activity without having it transferred to a third party.
14) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
15) This permit authorizes a maximum of formalized 5 boat slips.
Shoreline Stabilization
16) The alignment of the authorized bulkhead, riprap and marsh protection sills shall adhere to the alignment
shown on the attached workplan drawings.
17) The alignment of the bulkhead, riprap and marsh protection sills shall be staked by a representative of
the Division of Coastal Management within a maximum of 30 days prior to the start of construction.
18) The marsh protection sills shall be marked at 50-foot intervals with yellow reflectors extending at least
three feet above normal high water level.
19) Each of the two authorized marsh protection sills shall incorporate at least one five-foot wide drop -down
or opening.
20) The height of the two marsh protection sills shall not exceed 12 inches above the normal high water
level.
21) All riprap material shall be free from loose dirt or any pollutant. It shall be of a size sufficient to prevent
its movement from the approved alignment by wave or current action.
22) All riprap material shall consist of clean rock or masonry materials such as but not limited to granite,
marl, or broken concrete.
23) The bulkhead shall be constructed prior to any backfilling activities.
24) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
25) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles or
other suitable materials approved by Division personnel.
26) The backfill material shall be clean and free of any pollutants except in trace quantities. All backfill
material shall be obtained from a high ground source and confined behind the permitted bulkhead.

John Clark and Mary Denison Permit #72-15 '
Page 4 of 5
ADDITIONAL CONDITIONS
27) No backfill material is to be placed within 30 feet of the normal high water line, except that which will
be used to backfill the area behind the permitted bulkhead.
EROSION & SEDIMENTATION CONTROL
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan must be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Division of Energy, Mineral and
Land Resources, Land Quality Section, 127 Cardinal Drive Extension, Wilmington, NC 28405.
28) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
29) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
30) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of completion of
any phase of grading on cut or filled slopes.
General
31) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
32) The authorized project is located within a primary nursery area (PNA). Therefore, in accordance with
T15A:07H.0208 of the Rules of the Coastal Resources Commission, no new dredging or excavation
within the PNA shall be permitted. Dredging in any manner, including "kicking" with boat propellers, is
not authorized. This prohibition shall be applied and enforced throughout the entire existence of the
permitted structures.
33) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall 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.
34) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee shall be required,
upon due notice from the Corps of Engineers, to remove relocate or alter the structural work or
obstructions caused thereby, without expense to the United States or the state of North Carolina. No
claim shall be made against the United States or the state of North Carolina on account of any such
removal or alteration.

John'Clark and Mary Denison Permit #72-15
Page 5 of 5
ADDITIONAL CONDITIONS
35) No excavation or filling of any open water area or vegetated wetlands is authorized by this permit.
NOTE: 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 [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action ID. No.
SAW-2015-00503.
NOTE: The N.C. Division of Water Resources authorized this project by way of General Water Quality
Certification No.3900 (DWR Project No. 15-0358), which was issued on 5/18/15.
NOTE: An application processing fee of $400 was received by DCM for this project. This fee also
satisfied the Section 401 application processing fee requirements of the Division of Water
Resources.

ucM Mr-1
APPLICATION for
Major Development Permit
(last revised 12127206)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner 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 addifionel 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) 760
State
ZIP
Email
2. Agent/Contractor Information
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
aid.
910 - 793 -4143 ext.
FAX No.
Contractor #
NC#58629
Street Address (d ddferent from above)
City
State
ZIP
4925 Red Heart Dr
Wilmington
INC
28412 -
Email
RECEIVED
[e-mail]
REGEIVtU
'f,L!"�-1CH9 C!TY DCM WILMINGTON, NC
<Form continues on back>
MAR 2 0 2015
252.808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
New Hanover
8 Cedar Island
Subdivision Name
State
Zip
#8 Cedar Island
rwillynnington
NC
28409 -
Phone No.
Lot No.(s) (rf many, attach additional page with list)
- - ext.
I I ,
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.R.)
9901,
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)
T ®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?
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?
RECEIVED
<Form continues on next page>
APR 15 1015 RECEIVED
DCM WILMINGTON, NC
per._wna 4rt0
15
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ®Yes []No
(III) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No
(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
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial ❑PubliclGovernment
®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 141Y of wooden bulkhead.
Excavate 491 cubi yards of spoil, install 10k lb boat lift, construct (1) new 6' x 49 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. RECEIVE
Surface run-off
APR 13 1
i.
Will wastewater or stonnwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes ❑No ®NA
j.
Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mkigation proposal.
0
<Form continues on back> RECEIVED
DCM WILMINGTON, NC
MAR 9 II5
252-808-2808 .. 1-888.4RCOAST .. www.nccoastalmanagement. net

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
& Additionalklifonnadon
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) — (t) 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 John C. Etal Byrnes IV Trustees Phone No. 828-467-7238
Address 2631-314 NE le Ave. Ft. Lauderdale, FL 33334
Name Phone No.
Address
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, parmittee, and issuing dates.
GP #650931 GP #17581-D 6198 Flohr State Permit # 92-06
State Permit #130-83
Minor Permit #15-08
h. Signed consultant or agent authorization form, 'd applicable.
i. Welland 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), it 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.
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
Print Name Michael Conard 1-1
Signature Zz
RECEIVED
Please indicate application attachments pertaining to your proposed project. APR 13 2015
®DCM MP-2 Excavation and Fill Information []DCM MP-5 Bridges and Culverts K' w. :iilom rlfS
❑DCM MP-3 Upland Development
®DCM MPA Structures Information
RECEIVED
DCM WILMINGTON, NC
MAR 2 0 2010
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net

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
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
50'
14'
Width
42'
29'
Avg. Existing
2'
NA
NA
+5'
Depth
Final Project
81
NA
NA
-6,
Depth
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
492
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
Maintenance dredge of existing basin, remove high ground to
enlarge basin
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
on site
c. (i) Do you claim title to disposal area?
®Yes ❑No DNA
(ii) If no, attach a letter granting permission from the owner
e. () Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of disposal in these areas:
N/A
to
Sandy loam
❑This section not applicable
d. High -ground excavation in cubic yards.
180
❑This section not applicable
b. Dimensions of disposal area.
50' x 100'
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No DNA
(ii) If yes, where?
Shinn Point spoil site (Shore Acres)
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?
RECEIVED
APR 1,120b DCM WILM NIG ON, NC
DCM-MHO CRY MAR 20
252-808-2808 :: 1-888411l :: www.nccoastalmanagement.net revised: 12126106

. Form. DCM MP-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION ❑This section not applicable
(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 she
b. Length: 140' / 2W / 225'
Width: 2' / 1 T / 8'
d. Maximum distance waterward of NHW or NWL 2710' / 8'
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.
- 12" wave action
h. Type of fill material.
Clean sand
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No ❑NA b. (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
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Material to be excavated bucket to barge with bin walls to
temporarily dewater and then be unloaded onto high ground
behind sift fence.
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
WA
3/20/15
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV _ ❑SB
OWL ❑None
(ii) Describe the purpose of the fill in these areas:
N/A
b. What type of construction equipment will be used (e.g., drac
backhoe, or hydraulic dredge)?
Excavator mounted on barge with bin walls. Biodegradable
hydraulic oil only.
RECEIVED
d. (i) Will wetlands be crossed in transporting equipment lWPproj1J 2015
site? []Yes ®No ❑NA
r,►rr wi,'. P!,w
(ii) If yes, explain steps that will betaken to avoid or minifi¢0
environmental impacts.
N/A
Date Michael Conard
Clark Applicent Nam DCM nWILMINGTON, NC
Project Name wk R 2 0 t-W
Applicant Signature
252-808-2808 :: 1-888-4RCOAST :: vvww.nccoastalmanaaement.net revised: 12/26/06

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 ❑PublictGovemment ®Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 6'
(iv) Width 24'
(v) Floating ❑Yes ❑No
e. () Are Platforms included? ®Yes []No
If yes:
(ii) Number 2
(iii) Length 6/ 8'
(iv) Width 49
(v) Floating ❑Yes ❑No
Note: Roofed areas are calculated from dripline 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
(ii) If yes number of tie pilings?
(2) sets of dolphins (6 piles)
❑This section not applicable
h. (i) Will the facility be open to the general public?
❑Yes ®No
d. (i) Are Finger Piers included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes []No
f. (1) 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:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open center console, sail boats, run abouts, kayaks
RECEIVED
APR 13 1015
GCI01-1b1gt7 erm
I. (i) Will the facility be open to the general public?
❑Yes ®No
RECEIVED
DCM WILMINGTON, NC
MAR 2 0 2015
252-808-2808 :: 1-888ARCOAST :: www.nccoastalmanaAement.net revised: 12/27/06

Form DCM MP-4 (Structures, Page 2 of 4)
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: 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
(ii) 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 prated area water quality.
N/A
j.
What will be the marina policy on overnight and live -aboard dockage?
N/A
k.
Descdbe design measures that promote beat basin flushing?
RECEIVED
Tie into connecting water depth
APR f q Y015
mlm-mlmn ctm
I.
If this project is an expansion of an existing marina, what types of services are currently provided?
N/A
RECEIVED
m.
Is the manna/docking facility proposed within a primary or secondary nursery area?
DCM WILMINGTON, NC
®yes ❑No
MAR 2 0 2015
252-808.2808 :: 1•888-4RCOAST :: w .mccoastalmanagiement.net
revised: 12/27106

Form. DCM MP-4 (Structures, Page 3 of 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 marinaldocking 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 ❑PublictGovernment ❑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, NAIL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
& MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Government ❑Private/Community
Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
RECEIVED
APR 13 2015 RECEIVED
CITY DCM WILMINGTON, NC
MAR 2 0 W5
252-808.2808 :: 1-888-4RCOAST :: vvvvw.nccoastalmanaaement.net revised: 12/27/06

,Form.DCM MP-4 (Structures, Page 4 of 4)
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
> 15' > 100' +
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 project?
❑Yes ONO ❑NA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
-6' MLW
& OTHER []This section not applicable
a. Give complete description:
Narrative Attached. Elevated ramp dimensions are: 14' x 30'
3/20/15
Date
Clark
Project Name
Michael Conard
Applicant N
Applicant Signature
oFCEIVED
A"" 1 112015
r'(-AA.MHD CITY
RECEIVED
DCM WILMINGTON, NC
MAR 2 0 2015
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaaement.net revised: 12/27/06

I i
Ct-,aaNc (
qr—
Kit, o*^
(
1 I T
r l
�'t rO?06e O oOtUA
-fo' Mt-f✓
f
z 5C43 o� 3
ro55 5cc'+i0d
'j
A.j to
qv
/1Jtu1 yy
J�Iti�!ad RECEIVED
APR 1 12015
bem4mmn CRY
RECEIVED
DCM WILMINGTON, NC
MAR 2 0 2015
4e`v t�@rv�v��ir N6,
51

CrUS$ 5Cd7vA)
E
�itSG e� Do(�j
�h�n��c
3�
V;
f' t
MAW
L`XTS�7uc�
�v44om
5ivAk .)j q
SrsyGc ! "= to
n I
�o tFos�
1 �
C
yZrsa.:
c y o-v3
C fie'Qrr&�-
64 e.-J f T kwd
v,.^yI
;IvkeA
_ �I•IS _y'AV3.
-G' m6Li
F?A hr- ud
RECEIVED
APR 13 I015
CCl7 "'pin rily
RECEIVED
DCM 1NWMIW4DTON, NC
DCM WILMINGT,(yJ,NC
MAR 2 0 LUID
MAR 2 0 2015

10 "per
I
f
rip rRp I
I
Cross �eZ.:�'a�na
1�
41
z�
UJ
E 1
c 1
4 P
le /!
z xG Frj*
f 1
------ RECEI144ofy-
i E
APR 13 1015
e ; ' t'l-wra-r<�lur rna
RECEIVED
E Cib
DCM WILM NGTON, NC
RECEIVED MAR 20 2015
DCM WILMINGTON, NC,
MAR 2 0 20I5 14
6i..1.. • la P: v,

210D
LUM
Km
Km
Existing
m
Sim
0 m
& Pilings
22
C=>
IT S 0

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
R y TO
A TEMONOF. July 14, 2015
Regulatory Division
Action ID No. SAW-2015-01024 and State Permit No. 72-15
Mr. John Clark and Ms. Mary Denison
507 Pendleton Street
Alexandria, Virginia 23314
Dear Mr. Clark and Ms. Denison:
Reference your application for a Department of the Army permit to replace an existing
failing bulkhead with new shoreline stabilization (vinyl bulkhead, marsh sill and rip -rap
shoreline), reconfigure an existing dock and basin dredging to -6' MLW at #8 Cedar Island in
Wilmington, New Hanover County, North Carolina. Coordinates in Decimal Degrees are:
34.18659 N,-77.83579 W.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of the CAMA-Corps Programmatic Permit process (copy attached) for construction
activities that receive authorization from the State .of North Carolina. Therefore, you may
commence construction activity in strict accordance with applicable State authorization, attached
Federal special conditions, and the approved plan. Failure to comply with the State authorization
or conditions of the Federal permit could result in civil and/or administrative penalties.
If any change in your work is required because of unforeseen or altered conditions or for
any other reason, plans revised to show the change must be sent promptly to this office and the
North Carolina Division of Coastal Management prior to performing any such change or
alteration. Such action is necessary as revised plans must be reviewed and the authorization
modified. Your Department of the Army permit will expire on December 31, 2016.
RECEIVED
JUL 17 106

It
IPA
Questions or comments may be addressed to Mr. Tyler Cr unbley, Wilmington Field
Office, Regulatory Branch, telephone [phone].
Sin fe1
`Z
. a-ltl�
Tyler Crumbley
Regulatory Project Manager
Enclosures:
CAMA permit
GP 291 conditions
Copy Furnished (with enclosures):
Mr. Michael Conard
Carolina Marine Construction, Inc.
6400-8 Carolina Beach Rd. #212
Wilmington, North Carolina 28428
Copies Furnished (without enclosures):
Mr. Fritz Rhode
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. Pace Wilber
National Marine Fisheries Service
Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Doug Huggett
Morehead City Regional Office RECEIVED
North Carolina Division of Coastal Management
400 Commerce Avenue JUL 17 1015
Morehead City, North Carolina 28557-3421 WVW-"hu CWK

-3-
Ms. Debra Wilson
Division of Coastal Management
North Carolina Department of
Environment, and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Mr. Chad Coburn
Division of Water Resources
North Carolina Department of
Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Ms. Karen Higgins
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Todd Allen Bowers
US EPA Region 4 Life Scientist
Water Protection Division
61 Forsyth Street, SW
Atlanta, Georgia 30303-8960
BOSN3 Mr. Scott McAloon
United States Coast Guard
Sector NC Waterways Management
2301 E. Fort Macon Road
Atlantic Beach, North Carolina 28512
RECEIVED
JUL 17 1015
agu.rwa CiT..

SPECIAL CONDITIONS
SAW-2015-01024
1. All material excavated must be disposed of entirely in uplands.
2. 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.
For further information, the permittee should contact the U.S. Coast Guard Marine Safety Office
at [phone].
3. All work authorized by this permit must be performed in strict compliance with the
submitted plans, which are a part of this permit. Any modification to these plans must be
approved by the US Army Corps of Engineers (USACE) prior to implementation.
4. The docks and piers extending over wetlands will be elevated sufficiently (a
minimum of 3 feet) above the wetland substrate to prevent total shading of vegetation, substrate,
or other elements of the aquatic environment.
5. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove,
relocate, or alter the structural work or obstructions caused thereby, without expense to the
United States.
6. Approval of the structure is based on determinations that there would be no
obstruction to navigation. The structure may be damaged by wave wash from passing vessels.
Issuance of this permit should not be construed, as relieving the permittee of taking proper steps
to insure the structure and moored boats will not be damaged by wave wash.
7. The authorized structure and associated activity must not interfere with the public's
right to free navigation on all navigable waters of the United States. 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 for reason other than safety.
8. Except as specified in the plans attached to this permit, no excavation, fill or
mechanized land -clearing activities shall take place at any time in the construction or
maintenance of this project, in such a manner as to impair normal flows and circulation patterns
within waters or wetlands or to reduce the reach of waters or wetlands.
9. Except as authorized by this permit or any USACE approved modification to this
permit, no excavation, fill or mechanized land -clearing activities shall take place at any time in aECEivEo
the construction or maintenance of this project, within waters or wetlands. This permit does not
authorize temporary placement or double handling of excavated or fill material within waters or IUL 19 10�
000,4,a 0K4

f
wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
10. All mechanized equipment will be regularly inspected and maintained to prevent
contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic
materials. In the event of a spill of petroleum products or any other hazardous waste, the
permittee shall immediately report it to the N.C. Division of Water Quality at [phone],
Ext. 526 or [phone] and provisions of the North Carolina Oil Pollution and Hazardous
Substances Control Act will be followed.
11. Unless otherwise authorized by this permit, all fill material placed in waters or
wetlands shall be generated from an upland source and will be clean and free of any pollutants
except in trace quantities. Metal products, organic materials (including debris from land clearing
activities), or unsightly debris will not be used.
12. If the permittee discovers any previously unknown historic or archeological remains
while accomplishing the authorized work, he will immediately notify the Wilmington District
Engineer who will initiate the required coordination procedures.
13. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall provide
each of its contractors and/or agents associated with the construction or maintenance of this
project with a copy of this permit. A copy of this permit, including all conditions, shall be
available at the project site during construction and maintenance of this project.
14. The permittee shall employ all sedimentation and erosion control measures necessary
to prevent an increase in sedimentation or turbidity within waters and wetlands outside the
permit area. This shall include, but is not limited to, the immediate installation of silt fencing or
similar appropriate devices around all areas subject to soil disturbance or the movement of
earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must
remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973
(North Carolina General Statutes Chapter I I3A Article 4).
15. The activity will be conducted in such a manner as to prevent a significant increase
in turbidity outside the area of construction or construction -related discharge. Increases such that
the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant.
16. The permittee, upon receipt of a notice of revocation of this permit or upon its
expiration before completion of the work will, without expense to the United States and in such
time and manner as the Secretary of the Army or his authorized representative may direct, restore
the water or wetland to its pre -project condition. RECEIVED
JUL 17 Y05

t
17. Violations of these conditions or violations of Section 404 of the Clean Water Act or
Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District
U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violation.
Questions or comments may be addressed to Mr. Tyler Crumbley, Wilmington_ Field
Office, Regulatory Division, telephone [phone].

N
(DomesticOnly;
Ir
7
to
FL lgWifF' 3 P
ru
CO
Postage
$
_ _
._..
}01
ti
Certliled Fe
-
1
, yl
C
C D
ru
C3
RetumReceiptFee
ON, NC°n8*
C3
(Endorsement Required)
$2.7fi
ere
f7
C3
ResMded Delivery Fee
(Endorsement Required)
I,)
, 5
ru
C3
Total Postage & Fees
$
$k, its
071/20/201 j
m
m
191
ent To
M1
Sheet,ZIJ_�1/-ft'/
orPoBorNo.__. .a6.2_._�
.................,_t..____....__.____
11_..CK ._IVA Act ............
CRY, Stare, P+4
PS Form rr August 2006
Fl
See Reverse (or Instructions
■ Corr ie items f, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
A. Signs r
X'
❑ Agent
■ Print your name and address on the reverse
❑Addressee
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
A. Re ived (Pri
d Name)
C. Date of Delivery
or on the front if space permits.
D. Is delivery address
idiferent from item 17 ❑ Yes
Wlo
1. Article Addressed to:
I
If YES, enter delivery address below:
J o�,, C IV
1'3
LAPR 6
JA ,K yrtvo
,/�� �y��
3 111 /
3. Service Type
L(Certified
❑ Priority Mall Express'
Mail-
❑Registered
❑ Mail
0 Return Receipt for Merchandise
onDeliInsured
❑Collect on Delivery
4. Restricted Delivery? (Extra Fas) ❑ Yes
2. Article Number
(Transfer from service labeq
PS Form 3811. July 2013
3020 0001 2828 4977
Domestic Retum Receipt
RECEIVED
JUN 0
UL'� IV,AM
I^a irr

MD NR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
July 2, 2015
John Clark
Mary Denison
507 Pendleton Street
Alexandria, VA 23314
Dear Sir or Madam:
The enclosed permit constitutes authorization under the Coastal Area Management Act, and where
applicable, the State Dredge and Fill Law, for you to proceed with your project proposal. The original (buff -
colored form) is retained by you and it must be available on site when the project is inspected for
compliance. Please sign both the original and the copy and return the copy to this office in the enclosed
envelope. Signing the permit and proceeding means you have waived your right of appeal described below.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS
113A-121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B
with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714, (919) 733-
2698 within twenty (20) days of this decision on your permit. You should also be aware that another
qualified party may submit an objection to the issuance of this permit within twenty (20) days.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work
must be carried out in accordance with your application. Modifications, time extensions, and future
maintenance requires additional approval. Please read your permit carefully prior to starting work and review
all project plans, as approved. If you are having the work done by a contractor, it would be to your benefit to
be sure that he fully understands all permit requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we
request that you complete and mail the enclosed Notice Card just prior to work initiation. However, if
questions arise concerning permit conditions, environmental safeguards, or problem areas, you may contact
Department personnel at any time for assistance. By working in accordance with the permit, you will be
helping to protect our vitally important coastal resources.
Enclosure
gSincerely,
ov v �W�
Don las V. Huggett
Major Permits and Consistency Manager
N.C. Division of Coastal Management
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX [phone] Internet: www.nccoastalmanagement.net
An Equal opportunity/ Affirmative Action Employer

DCM Coordinator: 0 I-�
MAILING DISTRIBUTION SHEET
Permit #• -7
n r, / W,, / l / TWO oioll �5
Ilnti
DCM ]Field Offices
Elizabeth City
Morehead City
Washington
Wilmington✓
US ACOIE Offices:
Washington:
Wilmington:
Cultural Resources:
Public Water Supply:
Marine ]Fisheries:
NC DOT:
Shellfish Sanitation:
State Property:
Water Quality:
Washington:
Wilmington:
Wildlife Resources:
LP®:
Fax Distribution:
Pticti aw
Pd 8o,V" ZI Z
(with revised work plan drawings) w, Jrr '/ /" G
2�yz�
Raleigh Bland
Tracey Wheeler
William Westcott (NC DOT)
Bill Biddlecome (NC DOT)
Tyler Crumbly LZ"
Renee Gledhill -Early ✓ '
Diane, Williams (WIRO)-/
Joey White (WARO)
Shane Staples 1/
Ken Pace lI/
Patti Fowler bl
Tim Walton c/
Karen Higgins (Raleigh)
John Hennessy (NC DOT)
Anthony Scarbraugh-401
Scott Vinson-Stormwater
Joanne Steenhuis - 401
Chad Coburn - 401
Linda Lewis - Stormwater
Maria Dunn (WARD)
Vacant (WIRO)
Permitee #:
Agent #:_
5�tin
Und QmG.I �e�m.fi
C(Arul'rll M.rxe 2Y'51rE/j,CA
Qnw FA'fr , tiert

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT: John Clark & Mary Denison COUNTY: New Hanover
PROJECT NAME: Clark Bulkhead Replacement and Docking Facility Reconfiguration
LOCATION OF PROJECT: 8 Cedar Island (off Greenville Loop Rd), adjacent to the Cedar Island Basin/Canal
and Masonboro Sound, in Wilmington, New Hanover County
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 3-20-I5
FIELD RECOMMENDATION: Attached: YES
CONSISTENCY DETERMINATION: Attached: n/a
FIELD REPRESENTATIVE: Mairs
DISTRICT MANAGER REVIEW:��—
B) DATE RECEIVED BY MAJOR PERMITS UNIT:
PUBLIC NOTICE REC'D: 4-11-15
ADJ. RIP. PROP NOTICES RECD:
APPLICATION ASSIGNED TO• C 16 WC! t
C) 75 DAY DEADLINE:m ( 5
MAIL OUT DATE: 4-9-15
FEDERAL DUE DATE:
To Be Forwarded: n/a
To Be Forwarded: n/a
DISTRICT OFFICE: WILMINGTON
FEE RECD: $400
END OF NOTICE DATE: 5-2-15
DEED REC`D:
ON: I S
150 DAY DEADLINE:
STATE DUE DATE: 5-2-15
FED COMMENTS RECD:
PERMIT FINAL ACTION: ISSUE DENY DRAFT ON
AGENCY
DATE
COMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
Coastal Management - Regional Representative
Coastal Management - LUP Consistency
Division of Community Assistance
Land Quality Section (DEMLR)
/S'
Division of Water Resources (401)
Storm Water Management (DEMLR)
State Property Office
[/•fig-[S
✓
Division of Archives & History
Division of Environmental Health
[/- 30 /s
V,
Division of Highways
Wildlife Resources Commission
Local Permit Office
[/-¢-/ s
✓
Division of Marine Fisheries / DCM
1
Corps of Engineers

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 staffs 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)(iii), which requires that piers not exceed one-fourth of the width of the water body (the "1 /4 rule").
It is the staffs 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 staffs recommendation that the proposed excavation of the area around the existing boat basin and
within Cedar Island Basin appears to be CONSISTENT with15 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. X-� 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
G.S. Coast Guard, through regulations or otherwise, on authorized facilities.
5. 17 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 RECEIVED
APR 13 2015
D M MM© CITY

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. ,Tfie 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. L4his 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. f T>6 disturbed areas will be properly graded and provided with ground cover sufficient to restrain erosion
thin thirty (30) working days of project completion.
11. ny 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. 1 order to protect water quality, runoff from the construction must not visibly increase the amount of
✓suspended sediments in adjacent waters.
13. V 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,
v 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.
1Z 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. EXXcavation will not exceed -6.0' below MLW within the basins and access channel.
Continued Recommended Permit Conditions on Next Page RECEIVED
APR 131015
01-"4"t!"C",

The temporary placement or double -handling of excavated or fill materials within waters or vegetated
wetlands is not authorized.
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.
(Jr3: The disturbed areas will be properly graded and provided with ground cover sufficient to restrain erosion
within thirty (30) working days of project completion.
`14. Spoil area must be inspected prior to beginning work by a DCM Representative.
L23 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.
67_ 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.
6NPTE-. This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals
for 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 [phone] prior to the commencement of any such activity for this
determination.
TE: The permittee and/or his contractor is urged to meet with a representative of the Division
prior to project initiation.
RECEIVED
APR t 4 71`115
fC!^I "HD CITY

Huggett, Doug
From:
Crumbley, Tyler SAW <[e-mail]>
Sent:
Tuesday, June 16, 2015 11:45 AM
To:
Huggett, Doug
Subject:
FW: SAW-2015-00503 / Clark Shoreline Stabilization and Dock Replacement / New
Hanover County / CAMA Major_GP291
Attachments:
CL31-2015-01024 Conditions to DCM.doc
Doug,
I used to send Jonathan and Daniel an electronic version of the proposed conditions so they could get started on the
permit until the paper copy makes it to you .... see below:
Thanks.
-Tyler
The Federal agencies have completed review of the proposal as presented by the application and your field investigation
report.
We recommend that the following conditions be included in the State authorization:
1. All material excavated must be disposed of entirely in uplands.
2. 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. For further information, the permittee should contact
the U.S. Coast Guard Marine Safety Office at [phone].
3. All work authorized by this permit must be performed in strict compliance with the submitted plans, which are a
part of this permit. Any modification to these plans must be approved by the US Army Corps of Engineers (USACE) prior
to implementation.
4. The docks and piers extending over wetlands will be elevated sufficiently (a minimum of 3 feet) above the
wetland substrate to prevent total shading of vegetation, substrate, or other elements of the aquatic environment.
5. The permittee understands and agrees that, if future operations by the United States require the removal,
relocation, or other alteration, of the structure or work herein authorized, or,if, in the opinion of the Secretary of the
Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free
navigation of the navigable waters, the permittee will be required, upon due notice from the U.S. Army Corps of
Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the
United States.
6. Approval of the structure is based on determinations that there would be no obstruction to navigation. The
structure may be damaged by wave wash from passing vessels. Issuance of this permit should not be construed, as
relieving the permittee of taking proper steps to insure the structure and moored boats will not be damaged by wave
wash.

7. the authorized structure and associated activity must not interfere with the public's right to free navigation on
All navigable waters of the United States. 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 for reason other than safety.
8. Except as specified in the plans attached to this permit, no excavation, fill or mechanized land -clearing activities
shall take place at anytime in the construction or maintenance of this project, in such a manner as to impair normal
flows and circulation patterns within waters or wetlands or to reduce the reach of waters or wetlands.
9. Except as authorized by this permit or any USACE approved modification to this permit, no excavation, fill or
mechanized land -clearing activities shall take place at any time in the construction or maintenance of this project, within
waters or wetlands. This permit does not authorize temporary placement or double handling of excavated or fill
material within waters or wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
10. All mechanized equipment will be regularly inspected and maintained to prevent contamination of waters and
wetlands from fuels, lubricants, hydraulic fluids, or other toxic materials. In the event of a spill of petroleum products or
any other hazardous waste, the permittee shall immediately report it to the N.C. Division of Water Quality at (919) 733-
5083, Ext. 526 or [phone] and provisions of the North Carolina Oil Pollution and Hazardous Substances Control
Act will be followed.
11. Unless otherwise authorized by this permit, all fill material placed in waters or wetlands shall be generated from
an upland source and will be clean and free of any pollutants except in trace quantities. Metal products, organic
materials (including debris from land clearing activities), or unsightly debris will not be used.
12. If the permittee discovers any previously unknown historic or archeological remains while accomplishing the
authorized work, he will immediately notify the Wilmington District Engineer who will initiate the required coordination
procedures.
13. The permittee shall require its contractors and/or agents to comply with the terms and conditions of this permit
in the construction and maintenance of this project, and shall provide each of its contractors and/or agents associated
with the construction or maintenance of this project with a copy of this permit. A copy of this permit, including all
conditions, shall be available at the project site during construction and maintenance of this project.
14. The permittee shall employ all sedimentation and erosion control measures necessary to prevent an increase in
sedimentation or turbidity within waters and wetlands outside the permit area. This shall include, but is not limited to,
the immediate installation of silt fencing or similar appropriate devices around all areas subject to soil disturbance or the
movement of earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must remain
in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes
Chapter 113A Article 4).
15. The activity will be conducted in such a manner as to prevent a significant increase in turbidity outside the area
of construction or construction -related discharge. Increases such that the turbidity in the waterbody is 50 NTU's or less
in all rivers not designated as trout waters by the North Carolina Division of Environmental Management (NCDEM), 25
NTU's or less in all saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant.
16. The permittee, upon receipt of a notice of revocation of this permit or upon its expiration before completion of
the work will, without expense to the United States and in such time and manner as the Secretary of the Army or his
authorized representative may direct, restore the water or wetland to its pre -project condition.

17. 'Violations of these conditions or violations of Section 404 of the Clean Water Actor Section 10 of the Rivers and
Harbors Act must be reported in writing to the Wilmington District U.S. Army Corps of Engineers within 24 hours of the
permittee's discovery of the violation.
Questions or comments may be addressed to Mr. Tyler Crumbley, Wilmington Field Office, Regulatory Division,
telephone [phone].

June 16, 2015
Regulatory Division
Action ID No. SAW-2015-01024
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Dear Mr. Huggett:
Reference the application of Mr. John Clark and Ms. Mary Denison to replace an existing
failing bulkhead with new shoreline stabilization (vinyl bulkhead, marsh sill and rip -rap
shoreline), reconfigure an existing dock and basin dredging to -6' MLW at #8 Cedar Island in
Wilmington, New Hanover County, North Carolina. Coordinates in Decimal Degrees are:
34.18659 N,-77.83579 W.
The Federal agencies have completed review of the proposal as presented by the
application and your field investigation report.
We recommend that the following conditions be included in the State authorization:
1. All material excavated must be disposed of entirely in uplands.
2. 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.
For further information, the permittee should contact the U.S. Coast Guard Marine Safety Office
at [phone].
3. All work authorized by this permit must be performed in strict compliance with the
submitted plans, which are a part of this permit. Any modification to these plans must be
approved by the US Army Corps of Engineers (USACE) prior to implementation.
4. The docks and piers extending over wetlands will be elevated sufficiently (a
minimum of 3 feet) above the wetland substrate to prevent total shading of vegetation, substrate,

6►pa
or other elements of the aquatic environment.
5. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the U.S.,Army Corps of Engineers, to remove,
relocate, or alter the structural work or obstructions caused thereby, without expense to the
United States.
6. Approval of the structure is based on determinations that there would be no
obstruction to navigation. The structure may be damaged by wave wash from passing vessels.
Issuance of this permit should not be construed, as relieving the permittee of taking proper steps
to insure the structure and moored boats will not be damaged by wave wash.
7. The authorized structure and associated activity must not interfere with the public's
right to free navigation on all navigable waters of the United States. 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 for reason other than safety.
8. Except as specified in the plans attached to this permit, no excavation, fill or
mechanized land -clearing activities shall take place at any time in the construction or
maintenance of this project, in such a manner as to impair normal flows and circulation patterns
within waters or wetlands or to reduce the reach of waters or wetlands.
9. Except as authorized by this permit or any USACE approved modification to this
permit, no excavation, fill or mechanized land -clearing activities shall take place at any time in
the construction or maintenance of this project, within waters or wetlands. This permit does not
authorize temporary placement or double handling of excavated or fill material within waters or
wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
10. All mechanized equipment will be regularly inspected and maintained to prevent
contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic
materials. In the event of a spill of petroleum products or any other hazardous waste, the
permittee shall immediately report it to the N.C. Division of Water Quality at [phone],
Ext. 526 or [phone] and provisions of the North Carolina Oil Pollution and Hazardous
Substances Control Act will be followed.
11. Unless otherwise authorized by this permit, all fill material placed in waters or
wetlands shall be generated from an upland source and will be clean and free of any pollutants

992
except in trace quantities. Metal products, organic materials (including debris from land clearing
activities), or unsightly debris will not be used.
12. If the permittee discovers any previously unknown historic or archeological remains
while accomplishing the authorized work, he will immediately notify the Wilmington District
Engineer who will initiate the required coordination procedures.
13. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall provide
each of its contractors and/or agents associated with the construction or maintenance of this
project with a copy of this permit. A copy of this permit, including all conditions, shall be
available at the project site during construction and maintenance of this project.
14. The permittee shall employ all sedimentation and erosion control measures necessary
to prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit
area. This shall include, but is not limited to, the immediate installation of silt fencing or similar
appropriate devices around all areas subject to soil disturbance or the movement of earthen fill,
and the immediate stabilization of all disturbed areas. Additionally, the project must remain in
full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statutes Chapter 113A Article 4).
15. The activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside the area of construction or construction -related discharge. Increases such that
the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant.
16. The permittee, upon receipt of a notice of revocation of this permit or upon its
expiration before completion of the work will, without expense to the United States and in such
time and manner as the Secretary of the Army or his authorized representative may direct, restore
the water or wetland to its pre -project condition.
17. Violations of these conditions or violations of Section 404 of the Clean Water Act or
Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District
U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violation.
Questions or comments may be addressed to Mr. Tyler Crumbley, Wilmington Field
Office, Regulatory Division, telephone [phone].
Sincerely,

i!
Tyler Crumbley, Project Manager
Wilmington Regulatory Field Office
Copy Furnished
Ms. Karen Higgins
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Fritz Rohde
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. Pace Wilber
National Marine Fisheries Service
Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Todd Allen Bowers
US EPA Region 4 Life Scientist
Water Protection Division
61 Forsyth Street, SW
Atlanta, Georigia 30303-8960
Chad Coburn
Division of Water Resources
North Carolina Department of Environment,

-5-
Health, and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405

PIMA
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 18, 2015
Mr. John Clark
Ms. Mary Denison
507 Pendleton Street
Alexandria VA 23314
Subject Property: 8 Cedar Island — Wilmington
Donald R. van der Vaart
Secretary
New Hanover County
DWR Project #: 15-0358
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Clark & Ms. Denison,
You have our approval, in accordance with the attached conditions to impact 0.003 acres (130 square
feet) of wetlands and 0.159 acres of open waters (6,922 square feet) in order to replace an existing
bulkhead and reconfigure an existing private docking facility as described in your application received
by the N.C. Division of Water Resources (D)ATR) on April 13, 2015. After reviewing your application,
we have decided that the impacts are covered by General Water Quality Certification Number 3900 (GC
3900). .
This Certification allows you to use the Regional General Permit #198000291 (GP 291) when
issued by the U.S. Army Corps of Engineers and the CAMA permit when issued by the Division of
Coastal Management. In addition, you should obtain or otherwise comply with any other required
federal, state or local permits before you go ahead with your project including (but not limited to)
Erosion and Sediment Control, Non -discharge, and stormwater regulations. Also, this approval to
proceed with your proposed impacts or to conduct impacts to waters as depicted in your application
shall expire upon expiration of the 404 or CAMA Permit. This Certification can also be found on
line at: http://portal.nedenr.ore/web/wq/swp/ws/401/cei-tsandperinits.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and is
thereby responsible for complying with all conditions. If total fills for this project (now or in the
future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be
required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
n k( g(rt P& r�
g( F g[� `1y7� ( �
Ulf ['r pi`Ctf ,�;K� t P3 �'^ ��' P� r
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 �` d� -
Phone: [phone]M Internet: www.nedenr.gov
An Equal Opportunity i ARrmalive Action Employer — Made in pal by recycled paper

2
Clark/Denison Bulkhead
New Hanover County
2015-0358
The Additional Conditions of the Certification are:
1. The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved (Units)
Plan Location or Reference
Wetlands
0.003 acres (130 square feet)
CAMA Major Permit
Application
Open Water
0.159 acres (6,922 square feet)
CAMA Major Permit
Application
2. Standard Erosion and Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices:
a. Erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North
Carolina Sediment and Erosion Control Planning and Design Manual.
b. Design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The
devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
projects, including contractor -owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
d. Reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
e. Sufficient materials required for stabilization and/or repair of erosion. control measures
and stormwater routing and treatment shall be on site at all times.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre -Construction Notification and authorized by this
written approval, including incidental impacts. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management
Practices, shall be performed so that no violations of state water quality standards, statutes, or
rules occur.
I�kr.��
Ls

3
Clarli/Deruson Bulkhead
New Hanover County
t 2015-0358
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters without prior
approval by DWR. If placement of sediment and erosion control devices in wetlands and
waters is unavoidable, then design and placement of temporary erosion control measures shall
not be conducted in a manner that may result in dis-equilibrium of wetlands or stream beds or
banks, adjacent to or upstream and downstream of the above structures. All devices shall be
removed and the natural grade restored within two (2) months of the date that the Division of
Energy, Mineral, and Land Resources has released the project.
5. Turbidity
The turbidity standard of 25 NTUs (Nephelometric Turbidity Units) shall not be exceeded as
described in 15 A NCAC 2B .0200. Appropriate sediment and erosion control practices must be
used to meet this standard.
6. The applicant/permittee and their authorized agents shall conduct all activities in a manner
consistent with State water quality standards (including any requirements resulting from
compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of
State and Federal Law. If the Division determines that such standards or laws are not being met,
including failure to sustain a designated or achieved use, or that State or Federal law is being
violated, or that further conditions are necessary to assure compliance, then the Division may
reevaluate and modify this General Water Quality Certification.
7. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Resources, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts
or to conduct impacts to waters as depicted in your application and as authorized by this
Certification shall expire upon expiration of the 404 or CAMA Permits.
You can contest this Certification as provided in Articles 3 and 4 of General Statute 150B by filing
a written petition for an administrative hearing to the Office of Administrative Hearings. You may
obtain a petition form from the Office of Administrative Hearings at http://www.ncoah.com or call
[phone] for information. Within sixty (60) calendar days of receipt of this Certification, you
must file the petition with the Office of Administrative Hearings. A petition is considered filed
when the original and one (1) copy is received in the Office of Administrative Hearings during
normal office hours (Monday through Friday between 8:00am and 5:00pm, excluding official state
holidays). The petition may be faxed to the Office of Administrative Hearings at [phone],
provided the original and one copy of the petition is received by the Office of Administrative
Hearings within five (5) business days following the faxed transmission.

4
Clark/Denison Bulkhead
New Hanover County
2015.0358
Mailing address for the Office of Administrative Hearings:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
One (1) copy of the petition must also be served to DENR:
Lacy Presnell, General Counsel, Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
Unless such a petition is riled, this Certification shall be final and binding.
This letter completes the review of the Division of Water Resources under Section 401 of the Clean
Water Act. If you have any questions, please telephone Karen Higgins in the Central Office in
Raleigh at 919-807-6301 or Chad Coburn in the DWR Wilmington Regional Office at 910-796-
7215.
S' cerely_'l
TI'
J gson, Region Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDENR
RECEIVED
JUL 01 1015
Enclosures: Certificate of Completion 0404ANO
GC 3900
cc: Michael Conard — Carolina Marine Construction, 6400-8 Carolina Beach Road,
Wilmington, NC 28428 T }
Jonathan Howell — DCM Morehead City r tt d'
Robb Mairs — DCM Wilmington 1t
Tyler Crumbley — USACE Wilmington Field Office
401 & Buffer Permitting Unit — FILE COPY
WiRO'

Certification of Comp&eflon
DWR Project No.:
Applicant:
Project Name:
Date of Issuance of Wetland Permit:
County:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401 Oversight/Express Permitting Unit,
North Carolina Division of Water Resources, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be
returned to DWR by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send
certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature:
Agent's Certification
Date:
I, hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature:
Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically,
weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification,,and Buffer Rules,�eiapproved plans and
specifications, and other supporting materials. E: , �1 ✓;i
r. y-
Signature: Registration No. r �., DateF--M I f 2

s //AAIYA��'�
Q4
95_EWIR
North Carolina Department of Environment and Natural Resource
Pat McCrory
Governor
April 9, 2015
Division of Coastal Management
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Shane Staples .
Fisheries Resource Specialist
DCM - WaRO
Donald R. van der Vaart
Secretary
RECEIVED
APR .14 2015
10CM-1171sherles
waao
Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
CAMA /D&F Permit Application Review
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
reibrn 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 [phone]
when appropriate, in depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
[/This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
N.C; Divislon of Coastal Management
127 Cardinal Drlve Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: wv yr nccoastalmanaoement.net
An Equal Opporlunhy \A8lrma6ve Action Employer

l � k
KKR`
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
MEMORANDUM:
TO: Jonathan Howell, DCM Assistant Major Permit Coordinator
FROM: Shane Staples, DCM Fisheries Resource Specialist
SUBJECT: John Clarke and Mary Denison, 8 Cedar Island
DATE: 5/1/15
Donald R. van der Vaart
Secretary
A North Carolina Division of Coastal Management (DCM) Fisheries Resource Specialist has reviewed the
subject permit application for proposed actions that impact fish and fish habitats. The applicant
proposed to construct a timber bulkhead along the NW shoreline of the property along with
improvements to an existing boat basin. Along the southern boundary of the property a rip -rap
revetment is to replace the existing vertical bulkhead and at the southern and eastern boundaries of this
rip -rap sills are proposed to enhance marsh habitat.
The waters in the area of the proposed project are classified by the Division of Marine Fisheries as a
Primary Nursery Area (PNA) meaning the area has been deemed critical to the development and growth
of larval and juvenile fish and shellfish. The amount of soft bottom that would be impacted by the
proposed marsh sill would be excessive. The fill proposed from the construction of these sills greatly
exceeds marsh habitat that could be protected or created and already exists without the sill and only
represents a habitat trade off not enhancement. Also both in both locations where the sills are proposed
they are redundant erosion control structures. With the exception of peak high tide when the sill is over
washed the gaps to allow for fish and other organisms to reach the marsh habitat behind the sill are
minimal.
I would suggest either removing the sills or removing the redundant stabilization behind the sills to
allow more marsh to exist. If the sills are left in place additional openings of at least 5ft should be
incorporated at the ends of the sills to allow organisms to access the area behind the sill and allow for
sediment flushing. Also, should the sills be permitted the height should not exceed +3.5' MLW as the
shown on the plats and not 3.5' MHW as described in the project narrative.
The proposed excavation near thg boat basin improvements should be contained by a turbidity curtain
to prevent excessive sedimentation that could negatively affect organisms and nearby habitats.
Contact Shane Staples at [phone] or shane.staples@ncdenrgoov with further questions or
concerns.
1601 Mail Service Center, Raleigh, Noah Carolina 27699-1601
Phone: [phone]Internet: www.ncdenr.gov
An Equal Oppmduniry lAmrma6vePLtian Employer —Made In pad by racycled paper

.1%
Wu
Huygett, Dou
From: Staples, Shane
Sent: Monday, June 22, 2015 9:52 AM
To: Huggett, Doug
Cc: Bodnar, Gregg
Subject: RE: projects
Attachments: Ery Kehaya, 2307 Middle Sound Loop Rd.pdf, Jetter Lewis Oak Island.pdf, Franklin
McLeod, III Topsail Beach.pdf; Jeff Nathan, Hewletts Creek.pdf; Sean O'Leary.pdf; Henry
Loyns et al.pdf, John Clarke and Mary Denison, 8 Cedar Island.pdf
Doug,
I attached all the comments. Ery Kehaya, Jeff Nathans, and Clark and Denison are approves with modification/objection.
The rest are no comments.
Ery Kehaya —The enlarged dredge footprint could cause additional marsh erosion
Jeff Nathans —there plain and simple isn't enough water at all for a formalized boat facility along with the abundant
oysters in the area
Clark and Denison — I know it a living shoreline "kind of project but the amount of fill for the marsh protected seemed
excessive. Of the three projects I had comments on here this one I probably don't have as strong a feeling about. The
other two I do feel strongly about the other two.
From: Huggett, Doug
Sent: Sunday, June 21, 2015 2:10 PM
To: Staples, Shane; Bodnar, Gregg
Cc: Huggett, Doug
Subject: projects
Guys
I was just checking up on the active major permit files in Jonathans office, and I need to ask about status of your
fisheries comments on several projects. I imagine that comments on many of these were probably already e-mailed to
Jonathan, but he never got them into the files, so if you could re -send those to me, I would appreciate it.
The projects are as follows
Jetter Lewis - Brunswick
Franklin McLeod — Pender
Jeff Nathan — NHC
Ery Kehaya — NHC
Clark and Denison — NHC
Sean O'Leary —NHC
Henry Lyons — Brunswick

G7
I appreciate the help. If you have any questions, give me a shout. Also, I have a funeral to go to late Monday AM (6/22)
so no staff meeting this week.
Doug

Huggett, Doug
From:
Sent:
To:
Cc:
Subject:
Hi All
Hope you are doing OK.
Huggett, Doug
Sunday, June 21, 2015 2:18 PM
Coburn, Chad; Steenhuis, Joanne
Gregson, Jim; Huggett, Doug
CAMA projects
As you may know, I am handling all CAMA major permitting right now, with both Jonathan Howell and Daniel Govoni
having taken otherjobs within DCM as of June V. So for the time being, could you send all CAMA-related permitting
correspondence to me. I will let everyone know when I get new staff on board.
Also, I would like to ask for a status update on the following two projects (I apologize if comments on one or both of
these were already e-mailed to Jonathan, but he never got them into the files, so if you could re -send those to me, I
would appreciate it).
Kim Quinn, Pender
Clark and Denison — NHC
As always, if I can answer any questions or provide any additional information, please don't hesitate to let me know.
Thanks
Doug

Huggett, Doug
From:
Huggett, Doug
Sent:
Sunday, June 21, 2015 2:10 PM
To:
Staples, Shane; Bodnar, Gregg
Cc:
Huggett, Doug
Subject:
projects
Guys
I was just checking up on the active major permit files in Jonathans office, and I need to ask about status of your
fisheries comments on several projects. I imagine that comments on many of these were probably already e-mailed to
Jonathan, but he never got them into the files, so if you could re -send those to me, I would appreciate it.
The projects are as follows
Jetter Lewis - Brunswick
Franklin McLeod — Pender
Jeff Nathan — NHC
Ery Kehaya — NHC
Clark and Denison— NHC
Sean O'Leary — NHC
Henry Lyons — Brunswick
I appreciate the help. If you have any questions, give me a shout. Also, I have a funeral to go to late Monday AM (6/22)
so no staff meeting this week.
Doug

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
REPLY TO
Arl'Bn`uw oP: June 16, 2015
Regulatory Division
Action ID No. SAW-2015-01024
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Dear Mr. Huggett:
Reference the application of Mr. John Clark and Ms. Mary Denison to replace an existing
failing bulkhead with new shoreline stabilization (vinyl bulkhead, marsh sill and rip -rap
shoreline), reconfigure an existing dock and basin dredging to -6' MEW at #8 Cedar Island in
Wilmington, New Hanover County, North Carolina. Coordinates in Decimal Degrees are:
34.18659 N,-77.83579 W.
The Federal agencies have completed review of the proposal as presented by the
application and your field investigation report.
We recommend that the following conditions be included in the State authorization:
1. All material excavated must be disposed of entirely in uplands.
2. 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.
For further information, the permittee should contact the U.S. Coast Guard Marine Safety Office
at [phone].
3. All work authorized by this permit must be performed in strict compliance with the
submitted plans, which are a part of this permit. Any modification to these plans must be
approved by the US Army Corps. of Engineers (USACE) prior to implementation.
4. The docks and piers extending over wetlands will be elevated sufficiently (a
minimum of 3 feet) above the wetland substrate to prevent total shading of vegetation, substrate,
or other elements of the aquatic environment. RECEIVED
JUN 18 2015
uw:or-uanu ��

-2-
5. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove,
relocate, or alter the structural work or obstructions caused thereby, without expense to the
United States.
6. Approval of the structure is based on determinations that there would be no
obstruction to navigation. The structure may be damaged by wave wash from passing vessels.
Issuance of this permit should not be construed, as relieving the permittee of taking proper steps
to insure the structure and moored boats will not be damaged by wave wash.
7. The authorized structure and associated activity must not interfere with the public's
right to free navigation on all navigable waters of the United States. 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 for reason other than safety.
8. Except as specified in the plans attached to this permit, no excavation, fill or
mechanized land -clearing activities shall take place at any time in the construction or
maintenance of this project, in such a manner as to impair normal flows and circulation patterns
within waters or wetlands or to reduce the reach of waters or wetlands.
9. Except as authorized by this permit or any USACE approved modification to this
permit, no excavation, fill or mechanized land -clearing activities shall take place at any time in
the construction or maintenance of this project, within waters or wetlands. This permit does not
authorize temporary placement or double handling of excavated or fill material within waters or
wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
10. All mechanized equipment will be regularly inspected and maintained to prevent
contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic
materials. In the event of a spill of petroleum products or any other hazardous waste, the
permittee shall immediately report it to the N.C. Division of Water Quality at [phone],
Ext. 526 or [phone] and provisions of the North Carolina Oil Pollution and Hazardous
Substances Control Act will be followed.
RECEIVED
JUN 18 1015
c,N,;W;-lwn4J i:IAM

-3-
11. Unless otherwise authorized by this permit, all fill material placed in waters or
wetlands shall be generated from an upland source and will be clean and free of any pollutants
except in trace quantities. Metal products, organic materials (including debris from land clearing
activities), or unsightly debris will not be used.
12. If the permittee discovers any previously unknown historic or archeological remains
while accomplishing the authorized work, he will immediately notify the Wilmington District
Engineer who will initiate the required coordination procedures.
13. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall provide
each of its contractors and/or agents associated with the construction or maintenance of this
project with a copy of this permit. A copy of this permit, including all conditions, shall be
available at the project site during construction and maintenance of this project.
14. The permittee shall employ all sedimentation and erosion control measures necessary
to prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit
area. This shall include, but is not limited to, the immediate installation of silt fencing or similar
appropriate devices around all areas subject to soil disturbance or the movement of earthen fill,
and the immediate stabilization of all disturbed areas. Additionally, the project must remain in
full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statutes Chapter 113A Article 4).
15. The activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside the area of construction or construction -related discharge. Increases such that
the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant.
16. The permittee, upon receipt of a notice of revocation of this permit or upon its
expiration before completion of the work will, without expense to the United States and in such
time and manner as the Secretary of the Army or his authorized representative may direct, restore
the water or wetland to its pre -project condition.
RECEIVED
JUN 19 2015
L;*--,"-#AHH F`µp

-4-
17. Violations of these conditions or violations of Section 404 of the Clean Water Act or
Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District
U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violation.
Questions or comments may be addressed to Mr. Tyler Crumbley, Wilmington Field
Office, Regulatory Division, telephone [phone].
Copies Furnished:
Ms. Karen Higgins
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Fritz Rohde
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. Pace Wilber
National Marine Fisheries Service
Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Sincerely,
a . a,/L/e
Tyler Crumbley, Project Manager
Wilmington Regulatory Field Office
RECEIVED
JUN 191015
GAO-iWhA-1 '�.4)

-5-
Mr. Todd Allen Bowers
US EPA Region 4 Life Scientist
Water Protection Division
61 Forsyth Street, SW
Atlanta, Georigia 30303-8960
Mr. Chad Coburn
Division of Water Resources
North Carolina Department of
Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RECEIVED
JUN 19 2015
�:nu-uan� Uux
a

Huggett, Doug
From:
Coburn, Chad
Sent:
Monday, June 22, 2015 9:52 AM
To:
Huggett, Doug; Steenhuis, Joanne
Cc:
Gregson, Jim
Subject:
RE: CAMA projects
Hey Doug,
Hang in there!
Clark & Denison was issued on May 15" and the DWR had no objections as far as I can recall. I do not see the file right
off hand but I'll see if I can scan it in and email'it. I'll try to make sure to copy you on anything I send up your way.
Chad
YYC'
V
Chad Coburn, Senior Environmental Specialist
NC Division of Water Resources
Water Quality Regional Operations Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
email: [e-mail]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties.
From: Huggett, Doug
Sent: Sunday, June 21, 2015 2:18 PM
To: Coburn, Chad; Steenhuis, Joanne
Cc: Gregson, Jim; Huggett, Doug
Subject: CAMA projects
i:1"T
Hope you are doing OK.
As you may know, I am handling all CAMA major permitting right now, with both Jonathan Howell and Daniel Govoni
having taken other jobs within DCM as of June V. So for the time being, could you send all LAMA -related permitting
correspondence to me. I will let everyone know when I get new staff on board.
Also, I would like to ask for a status update on the following two projects (I apologize if comments on one or both of
these were already e-mailed to Jonathan, but he never got them into the files, so if you could re -send those to me, I
would appreciate it).

i-
Kim Quinn, Pender
Clark and Denison — NHC
As always, if I can answer any questions or provide any additional information, please don't hesitate to let me know.
Thanks
Doug

Huggett, Doug
From:
Coburn, Chad
Sent:
Monday, June 22, 2015 9:55 AM
To:
Huggett, Doug; Steenhuis, Joanne
Cc:
Gregson, Jim
Subject:
RE: CAMA projects
Attachments:
8 Cedar Island (2).pdf
See attached
Chad Coburn, Senior Environmental Specialist
NC Division of Water Resources
Water Quality Regional Operations Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
email: [e-mail]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties.
From: Huggett, Doug
Sent: Sunday, June 21, 2015 2:18 PM
To: Coburn, Chad; Steenhuis, Joanne
Cc: Gregson, Jim; Huggett, Doug
Subject: CAMA projects
Hi All
Hope you are doing OK.
As you may know, I am handling all CAMA major permitting right now, with both Jonathan Howell and Daniel Govoni
having taken other jobs within DCM as of June 1". So for the time being, could you send all CAMA-related permitting
correspondence to me. I will let everyone know when I get new staff on board.
Also, I would like to ask for a status update on the following two projects (I apologize if comments on one or both of
these were already e-mailed to Jonathan, but he never got them into the files, so if you could re -send those to me, I
would appreciate it).
Kim Quinn, Pender
Clark and Denison — NHC

As always, if I can answer any questions or provide any additional information, please don't hesitate to let me know.
Thanks
Doug

NC®ENR rV
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
May 18, 2015
New Hanover County
DWR Project #: 15-0358
Mr. John Clark
Ms. Mary Denison
Pendleton Street Ale � E E C 0 P Y
Alexandria VA 23314
Subject Property: 8 Cedar Island — Wilmington
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Clark & Ms. Denison,
You have our approval, in accordance with the attached conditions to impact 0.003 acres (130 square
feet) of wetlands and 0.159 acres of open waters (6,922 square feet) in order to replace an existing
bulkhead and reconfigure an existing private docking facility as described in your application received
by the N.C. Division of Water Resources (DWR) on April 13, 2015. After reviewing your application,
we have decided that the impacts are covered by General Water Quality Certification Number 3900 (GC
3900).
This Certification allows you to use the Regional General Permit #198000291 (GP 291) when
issued by the U.S. Army Corps of Engineers and the CAMA permit when issued by the Division of
Coastal Management. In addition, you should obtain or otherwise comply with any other required
federal, state or local permits before you go ahead with your project including (but not limited to)
Erosion and Sediment Control, Non -discharge, and stormwater regulations. Also, this approval to
proceed with your proposed impacts or to conduct impacts to waters as depicted in your application
shall expire upon expiration of the 404 or CAMA Permit. This Certification can also be found on
line at: htto://portal.ncdenr.or web/wq/swp/ws/401/certsandpennits.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and is
thereby responsible for complying with all conditions. If total fills for this project (now or in the
future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be
required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
Q .,
t��,c. �1!Q „'; C+'tea, ( yv m e "t
127 Cardinal Drive Extension, Wilmington. Noah Carolina 2 k 116 '
Phone: [phone]Internet: www.nodenr.gov
M Equal opportunity I Affirmabyekbon Empbyer- Made in pad by recycled paper

2
Cfark/Denison Bulkhead
New Hanover County
2015-0358
The Additional Conditions of the Certification are:
I. The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount A roved (Units)
Plan Location or Reference
Wetlands
0.003 acres (130 square feet)
CAMA Major Permit
Application
Open Water
0.159 acres (6,922 square feet)
CAMA Major Permit
Application
2. Standard Erosion and Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices:
a. Erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North
Carolina Sediment and Erosion Control Planning and Design Manual.
b. Design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The
devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
projects, including contractor -owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
d. Reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
e. Sufficient materials required for stabilization and/or repair of erosion control measures
and stormwater routing and treatment shall be on site at all times.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre -Construction Notification and authorized by this
written approval, including incidental impacts. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management
Practices, shall be performed so that no violations of state water quality standards, statutes, or
rules occur.

3
Clark/nenison Bulkhead
New Hanover County
2015-0358
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters without prior
approval by DWR. If placement of sediment and erosion control devices in wetlands and
waters is unavoidable, then design and placement of temporary erosion control measures shall
not be conducted in a manner that may result in dis-equilibrium of wetlands or stream beds or
banks, adjacent to or upstream and downstream of the above structures. All devices shall be
removed and the natural grade restored within two (2) months of the date that the Division of
Energy, Mineral, and Land Resources has released the project.
5. Turbidity
The turbidity standard of 25 NTUs (Nephelometric Turbidity Units) shall not be exceeded as
described in 15 A NCAC 2B .0200. Appropriate sediment and erosion control practices must be
used to meet this standard.
6. The applicam/permittee and their authorized agents shall conduct all activities in a manner
consistent with State water quality standards (including any requirements resulting from
compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of
State and Federal Law. If the Division determines that such standards or laws are not being met,
including failure to sustain a designated or achieved use, or that State or Federal law is being
violated, or that further conditions are necessary to assure compliance, then the Division may
reevaluate and modify this General Water Quality Certification.
7. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Resources, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts
or to conduct impacts to waters as depicted in your application and as authorized by this
Certification shall expire upon expiration of the 404 or CAMA Permits.
You can contest this Certification as provided in Articles 3 and 4 of General Statute 150B by filing
a written petition for an administrative hearing to the Office of Administrative Hearings. You may
obtain a petition form from the Office of Administrative Hearings at http://www.ncoah.com or call
[phone] for information. Within sixty (60) calendar days of receipt of this Certification, you
must file the petition with the Office of Administrative Hearings. A petition is considered filed
when the original and one (1) copy is received in the Office of Administrative Hearings during
normal office hours (Monday through Friday between 8:00am and 5:00pm, excluding official state
holidays). The petition may be faxed to the Office of Administrative Hearings at [phone],
provided the original and' one copy of the petition is received b ytthe Offiice,.o Adrni-mistrative
Hearings within five (5) business days following the faxed trap s ton.
use" W Ulm t.
Lri r �j l
"W'' '

41
Clark/Denison Bulkhead
New Hanover County
2015-0358
Mailing address for the Office of Administrative Hearings:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
One (1) copy of the petition must also be served to DENR:
Lacy Presnell, General Counsel, Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
Unless such a petition is filed, this Certification shall be final and binding.
This letter completes the review of the Division of Water Resources under Section 401 of the Clean
Water Act. If you have any questions, please telephone Karen Higgins in the Central Office in
Raleigh at 919-807-6301 or Chad Coburn in the DWR Wilmington Regional Office at 910-796-
7215.
S' cerely_i1
TI'
J egson, Region Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDENR
Enclosures: Certificate of Completion
GC 3900
cc: Michael Conard — Carolina Marine Construction, 6400-8 Carolina Beach Road,
Wilmington, NC 28428
Jonathan Howell — DCM Morehead City
Robb Mairs — DCM Wilmington
Tyler Crumbley — USACE Wilmington Field Office
401 & Buffer Permitting Unit — FILE COPY
WiRO

Certification of Completion
DWR Project No.:
Applicant:
Project Name:
Date of Issuance of Wetland Permit:
County:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401.Oversight/Express Permitting Unit,
North Carolina Division of Water Resources, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be .
returned to DWR by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send
certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature:
Agent's Certification
used in the observation of the
compliance and intent of the 401
and other supporting materials.
Signature:
Date:
hereby state that, to the best of my abilities, due care and diligence was
construction such that the construction was observed to be built within substantial
Water Quality Certification and Buffer Rules, the approved plans and specifications,
Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically,
weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification,and Buffer Rules; eapproved plans and
specifications, and other supporting materials. ; FFT ' ` ' •.• �'! �_' ` i"
• to �1 L ]t' �y� 6� l� �: �,�.i
Signature: Registration No. -. In m Date F P f..'. V'
F.

MEMORANDUM
To: Doug Haggett
From: Michael Christenbury, Wilmington District Planner
Subject: Consistency Determination, Major Permit Application, —John Clark
and Mary Denison, Wilmington, New Hanover County
Date: June 22, 2015
This project is; consistent and not in conflict with the 2006 Wilmington -New Hanover
County Joint Land Use Plan Update.
The applicant proposes to replace an existing bulkhead with new shoreline stabilization
and reconfigure an existing private docking facility within Cedar Island Basin. The
project is located at 8 Cedar Island off Greenville Loop Road in Wilmington, New
Hanover County.
Areas of Environmental Concern (AEC's) impacted by the proposal are EW, ES, CW and
PT. Waters at the project site are classified as SA and are not open to the harvesting of
shellfish. The area is a Primary Nursery Area.
I have reviewed this proposal for consistency with the 2006 Wilmington -New Hanover
County Joint Land Use Plan and offer the following comments.
The general area of the project is classified as Conservation.
In general, Wilmington -New Hanover County allows development in Conservation
classified AECs, which is consistent with the State's minimum use standards. The 2006
Wilmington -New Hanover County Joint Land Use Plan contains some policies, which
exceed the State's minimum use standards, including dredging policy. However, none of
these standards appear to be applicable to this proposal.
This project is consistent with the 2006 Wilmington -New Hanover County Joint Land
Use Plan.
Cc: File

NCDENR
North Carolina Department of Environment and Natural Resource
Pat McCrory
Govemor
April 9, 2015
Division of Coastal Management
MEMORANDUM:
TO: Georgette Scott
Stormwater Section
DEMLR - WiRO
Donald R. van der Vaart
Secretary
ECEIVE
All 112111
BY:
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA/D&FPermit 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 [phone]
when appropriate, in depth comments with supporting data is requested.
REPLY: his agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED csDATE �� //5 RECEIVED
APR 2 7 205
N.C. Division of Coastal Management MW w "MW s lfy
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www,ncouastaimanagement.net
An Equal opportunity 1 Affirmative Action Employer

'• • •�
r
NCDENR
North Carolina Department of Environment and Natural Resource
Pat McCrory
Governor
April 9, 2015
Division of Coastal Management
MEMORANDUM:
TO: Linda Painter
LPO
New Hanover County
Donald R. van der Vaart
Secretary
FROM: Jonathan Howell, NC DENR-DCM Assistant Major 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 [phone]
when appropriate, in depth comments with supporting data is requested.
RE I
REPLY: This agency has no objection to the project as proposed. APR 2 7 1015
X This agency has no comment on the proposed project. PUT
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 C,— F P4 L
DATE
N.C. Division of Coastal Management
127 Cardinal Ddve Ext., Wilmington, NC 28405
Phone: [phone] \ FAX: [phone] Internet: www.nocoasialmanagement.net
An Equal Opportunity \ Affirmative Action Employer

Pat McCrory
Governor
April 9, 2015
©Mid
North Carolina De a WDENR
p rtment of Environment and Natural Resource
Division of Coastal Mana ement
MEMORANDUM:
TO: Dan Sams
District Manager
DEMLR - WiRO
Donald R. van der Vaart
Secretary
Zl r"e
APP 0
FROM: Jonathan Howell, NC DENR-DCM Assistant Major 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 [phone]
when appropriate, in depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
RECEIVED
This agency has no comment on the proposed project. APR 17 2015
This agency approves of the project only if the recommended changes DCM-ryIMD CITY
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
e
SIGNED DATE_ (?>ztL )t)
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www rIccoastalmanaaement net
An Equal Opportunity 1 Affirmative Action Employer

Q4
NCDENR
North Carolina Department of Environment and Natural Resource
Pat McCrory
Governor
Donald R. van der Vaart
Secretary
April 9, 2015
Division of Coastal Management ( APR
MEMORANDUM: gf 9 2 13
TO: Heidi Cox
Environmental Engineer
Public Water Supply
FROM: Jonathan Howell, NC DENR-DCM Assistant Major 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 [phone]
when appropriate, in depth comments with supporting data is requested.
REPLY: A This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED I JOG­AQ 6�� DATE q,116 I 1
N.C. Division of Coastal Management RECEIVED
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.nocoastalmanagement.net APR 14 2015
An Equal Opportunity \ Affirmative Action Employer 49.M11 !, {g CITY

NCDENR
North Carolina Department of Environment and Natural Resource
Pat McCrory
Governor
April 9, 2015
Division of Coastal Management
MEMORANDUM:
TO: Shannon Jenkins
NC DMF
Shellfish Sanitation Section
Donald R. van der Vaart
Secretary
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA/D&FPermit 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 [phone]
when appropriate, in depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED !r DATE Z 1J I S RECEIVED
u) (^ APR 8 0 20b
U�tN.C. Division of Coastal Management pc a-rgMb �tr1r
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] IntemeC www.nccoastalmanagement.net
An Equal Opportunity \ Alfinnative Action Employer

WWO
400
NCDENR
North Carolina Department of Environment and Natural Resource
Pat McCrory
Governor
April 9, 2015
Division of Coastal Management
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Tim Walton
Dept of Administration
State Property Office
Donald R. van der Vaart
Secretary
RECEIVED
APR 10 2015
DOA
STATE PROPERTY
OFFICE
Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
CAMA /D&F Permit Application Review
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 [phone]
when appropriate, in depth comments with supporting data is requested.
REPLY- This agency has no objection to the project as proposed.
tb8�`A rjo����
(P$ % t.' his agency has no comment on the proposed project.
�a51�vJ
This agency approves of the project only if the recommended changes
are incorporated. See attached.
SIGNED
This agency objects to the project for reasons described in the attached comments.
DATE \ — ✓ RECEIVED
ftal Management
Wilmington, NC 28405
Phone: [phone] FAX: 91u-395-3964 Internet: www,nocoastalmanaQement.net
APR 2 910b
p M.Mno
An Equal Opportunity 1 Affirmative Action Employer

NCDENR
North Carolina Department of Environment and Natural Resource
Pat McCrory
Governor
April 9, 2015
Donald R. van der Vaart
Secretary
DISTRICT S
Division of Coastal Management APR 14 2915
MEMORANDUM: RECEIVED
TO: Anthony Law
NC DOT
New Hanover County
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA/D&FPermit 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 [phone]
when appropriate, in depth comments with supporting data is requested.
REPLY: / This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE 42-o
1 ,, REcevEo
APR E 7 10'S
N.C. Division of Coastal Management pbwvw �, y p
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone]Internet: www.necoastalmanagement.net
An Equal Opportunity 1 AfinnaGve Adon Employer

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: 34111'1 0.26"N Longitude:77°50'06.44"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./Wilmington
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]
DREDGED FILLED 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.
RECEIVED
APR 13 2015
EleWnlaro em

John Glark and Mary 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 altemiflora) and Salt Meadow Grass (Spartina patens). Other wetland
vegetation landward of the bulkhead includes Sea Oxeye (Borrichia 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 comer 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.IIS1 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).
RECEIVED
APR 13 7015
r+rw��r�^ crd

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.IIS1 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 backfrll 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.IIS1 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.IIS1 of 3, Sheet 4 of 4 and Project Narrative).
A new access pier and floating dock would be constructed in previous location of the elevated boat ramp.
A 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.IIS1 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.
RECEIVED
APR 13 2015

John Clark 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 (Spartina altemiflora). 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.
RECEIVED
APR 19 1015
P1P.�=talt�r erhr
Submitted by: Robb L. Mairs Date: 04/08/2015 Office: Wilmington

Carolina Marine Construction, Inc.
6400-8 Carolina Beach Rd #212 Wilmington, NC 28412
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 5-250 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 RECEIVED
bulkheads.
APR 13 2015
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 aOEtEIVED
DCM WILMINGTON, NC
MAR 2 0 2015

24' access pier. The dock will be located 6' from the toe of the proposed rip rap. There will be
approximately 2 %' — 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.
RECEIVED
APR 13 1015
'ECEIVED
GM ",/ILMINGTON, NC
z 0 2015

�r
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Donald R. van der Vaart
Secretary
April 9, 2015
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Re: John Clark & Mary Denison Major Public Notice
Kyle & Heather: Please publish the attached Notice in the Saturday, April 11, 2015 issue.
The State Office of Budget & Management requires an original Affidavit of Publication prior to
payment for newspaper advertising.
Please send the original affidavit and invoice for payment to Shaun Simpson at the NC Divison of Coastal
Management, 127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-7226. Paying by Credit Card
(number on file with Elsa Lawrence, Ref elect # 796-7215). Please send a copy of the credit card receipt to me.
Thank you for your assistance in this matter. If you should have any questions, please contact me at our
Wilmington office.
Sincerely,
Shaun K. Simpson / \
Permit & Customer Support
Division of Coastal Management
cc: WiRO
Jonathan Howell - MHC DCM
Tyler Crumbley - USACE
Michele Walker- DCM
N. C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal Opportunity 1 Alfinna6ve Aclion Employer

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as required by NCGS
113A-119(b) that the following application was submitted for a development permit in an Area of
Environmental Concern as designated under the CAMA. According to said application, On March 20, 2015,
John Clark and Mary Denison proposed to replace a bulkhead with new shoreline stabilization, and
to reconfigure an existing docking facility at 8 Cedar Island, adjacent to the Cedar Island Basin /Canal
and Masonboro Sound, in Wilmington, New Hanover County. A copy of the application may be examined
or copied at the office of Robb Maus, N.C. Dept. of Environment & Natural Resources, Div. of Coastal
Management, 127 Cardinal Drive Ext., Wilmington, North Carolina 28405, (910-796-7423) during normal
business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, NC 28557-3421, prior to May 2, 2015 will be considered in making the permit
decision. Later comments will be accepted and considered up to the time of permit decision. Project
modification may occur based on review and comment by the public and state and federal agencies. Notice of
the permit decision in these matters will be provided upon written request.
RECEIVED
APR 1.3 7M5
DCM-MHD CITY

WA
CDEERR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
April 8, 2015
Mr. Michael Conard
c/o Carolina Marine Construction, Inc.
6400-8 Carolina Beach Road P.O. Box 212
Wilmington, North Carolina 28412
Dear Mr. Conard:
The Division of Coastal Management hereby acknowledges receipt of your application, acting as agent for Mr. John Clark
and Ms. Mary Denison for the proposed development located at 8 Cedar Island, within the Cedar Island Subdivision
adjacent to the Cedar Island Basin in Masonboro Sound, in Wilmington, New Hanover County. It was received as
complete on March 20, 2015, and appears to be adequate for processing at this time. The projected deadline for making a
decision is June 4, 2015. An additional 75-day review period is provided by law when such time is necessary to complete
the review. If you have not been notified of a final action by the initial deadline stated above, you should consider the
review period extended. Under those circumstances, this letter will serve as your notice of an extended review. However,
an additional letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from March 20, 2015, you may request a meeting with the
Director of the Division of Coastal Management and permit staff to discuss the status of your project. Such a meeting will
be held within five working days from the receipt of your written request and shall include the property owner, developer,
and project designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed development.
Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the property of your proposed
development. You should post this notice at a conspicuous point along your property where it can be observed from a
public road. Some examples would be: Nailing the notice card to a telephone pole or tree along the road right-of-way
fronting your property; or at a point along the road right-of-way where a private road would lead one into your property.
Failure to post this notice could result in an incomplete application.
A field report has been prepared and is in the process of being circulated to the various state and federal review agencies
for their comments. If additional information is required based on this review, the agencies may contact you directly.
Sin ely,
Robb I..airs
Field Representative
Wilmington District Office
N.C. Division of Coastal Management RECEIVED
cc: Jonathan Howell, DCM
Tyler Crumbley, USACE APR 1 A 7015
Linda Painter, NH Co. rnn
John Clark and Mary Denison -Applicants
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer

bulkh
an ex,
the Co
N 0 T 1 (01$ 17,,A
CAMA PERMIT
A
At j plicant
PR CT: _ _
Countv.
PPLIErn F
proposes
OR
to replace and existing
ure
t to
APPLICANT: FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
Carolina Marmne Construction, Inc. NC Div. of Coastal Management
c/n Michael Conard 127 Cardinal Dr. Extension
94nn-n Carolina Reach Rd # 212 Wilmington, NC 28405
Wilmington, NC 28412 Robb Mairs Field Specialist
m 910-796-7423
For: John Clark & Mary Denison i�: - ;
a _ze s

31
MAJOR PERMIT FEE SCHEDULE
Clark / $400 / New Hanover County
DCM
%
DWQ %
Development Ta
Fee
14300160143510009316256253
2430016024351000952341
I. Private, non-commercial development that does
not involve the filling or excavation of any
wetlands or open water areas:
$250
100%
$250
0%
$0
II. Public or commercial development that does
not involve the filling or excavation of any
etlands or open water areas:
$400
100%
$400
0%
$0
III. For development that involves the filling
and/or excavation of up to 1 acre of wetlands
and/or open water areas, determine if A,B, C,
or D below applies:
III(A). Private, non-commercial development, if
eneral Water Quality Certification No. 3490
See attached can be applied:
$250
100%
$250
0%
$0
III(B). Public or commercial development, if
General Water Quality Certification No. 3490
See attached can be applied:
$400
100%
$400
0%
$0
III(C). If General Water Quality Certification No.
3490 (see attached) could be applied, but DCM
staff determined that additional review and written
DWQ concurrence is needed because of
concerns related to water quality or aquatic life:
$400
60%
$240
40%
$160
III(D). If General Water Quality Certification No.
490 see attached cannot be a lied:
$400
60%
$240
40%
$160
IV. Development that involves the filling and/or
excavation of more than one acre of wetlands
and/or open water areas:
$475
60%
$265
40%
$190
RECEIVED
APR 13 7al;
DCM-MHD CITY

DENR CAMA Daily Check Log for WIRO
Date
Received
Check From (Name)
Name of Permit Holder
Vendor
Check
Number
Check
amount
Permit Number/Comments Refund/Rea/located
1/5/2015
1/52015
Western Union Money Order, Brandon Grimes
The North Carolina Coastal Federation
Brian Forehand (see 12/19/14 for add'1$200 MO)
same
Wells Fargo Bank
First Citizens Bank
11135019696
15883
$400.00
$475.00
GP 52464D reissue of 64041 D
MP Stump Sound Hab. Rest, Ons
V6/2015
F and S Marine Contractors Inc.
Cliff Benson
PNC Bank
4247
$250.00
MP fee, NHCo
116=15
Pink Associates, Inc.
Michael Petrillo
Wachovia
8551
3200.00
GP 65070D
lf7/2015
Maritime Coastal Construction LLC
Michael BuddB
First Community Bank
1581
$400.00
GP 64062D
1/9/2015
Town of Ocean Isle Beach
same
Branch Banking & Trust Co.
88021
$700.00
minor tee, OIB 15-01, Or.
1/9Y2015
F and S Marine Contractors Inc.
Doug Foster
ANC Bank
4252
$250.00
major fee, 26 Pipers Neck Rd.,
Winn
1/92015
Will Clarence Richardson/Richardson Constructic
John Santini
BB&T
5902
$200.00
GP 65050D
1/9/2015
Carolina Marine Dredging Inc
Lisa Weeks
First Bank
1077
$200.00
GP 65080D
1/122015
Town of Sunset Beach
same
First Citizens Bank
13187
$200.00
GP 64086D
1/122015
Bacwakter Marine Construction
BB&T
1772
$200.00
GP 65028D
1/122015
Swan and Jessarela Gans
Sartre
Charles Schwab Bank
3003
$400.00
GP 65083D
1/122015
S&IIiiIIIE
CFPUA sewer line
B of A
4747
$400.00
GP 65081 D
1/122015
SBME
CFPUA water line
B of A
4748
$400.00
GP 65082D
1/122015
1/122015
TCRK Properties, LLC
R & O, Inc
same
R & O, Inc. Queens Grenl
BB&T
BBBT
14T7
10385
$100.00
$100.00
renewal fee, MP 67-07
renewal fee, MP 129-10
1/122015
Town of Surf City
same
First Citizens Bank
62873
$100.00
minor fee, SC 15-01
1/132015
Clements Marine Construction
Hamilton Wells, Charles Hoctdng
First Citizens Bank
3692
$400.00
GP 65086D & GP 65085DQ$200
ea
1/142015
Pippin Marine Construction, LLC
Roger Teague
Wells Fargo Bank
- 3253
$250.00
major fee, Corbett St, NHCo
1/142015
Western Union Money Omer, Joel Klass
William and Kathryn Maxwell
Wells Fargo Bank
17-137272443
$400.00
GP 65084D
1/142015
1 Holden Dock & Bulkheads
Braswell Beach Properties, LLC
First Community Bank
6122
$200.00
GP 65051 D
1/152015
1 Inlet View Bar & unin
The Point LLC
BB&T
2630
$100.00
renewal fee, MP 18"8
1/15/2015
Antinori Construction, Inc.
Rodoff
IS of A
3439
$200.00
boatiiR, 543 Chadwick
1/152015Certified check, from Francisco Lame
Sunset Beach Holdings II, LLC
I BB&T /First Colonial Branch
9006872655
$100.00
transfer fee, MP 42-05
1/162615 F and S Marine Contractors Inc.
Brady Semmel
PNC Bank
4269
$250.00
major fee, Ahlis Rd, NHCo
1202015 Carolina Marine Construction, Inc.
_
Dolphin Bay HOA
Inlet Point Harbor HOA
Tangle Oaks Yacht Club Inc.
Randy Brown _
Randy Brown
First Bank _
9458
$300.00
renewal fee, MP 117-97 g$100
1/20/2015 Western Union Money Order Brandon Grimes
1/20/2015i Western Union Money Omer, Brandon Grimes
Wells Fargo Bank 17-135019699
Wells Fargo Bank 17-735019697
$400 00
$200.00
mod fee, MP 160-OS @$100
05700 applied to MP appl for John Clark
1 of 2 for GP 38546D
2 of 2 for GP 38546D @$600
GP 55089D
1212015
Coastal Earth Works Inc.
Avery Bates
First Bank
4191
$400.00
1222015
Clements Marine Construction
Chris Barclay
First Citizens Bank
3700
$250.00
major fee, NHCo
1222015
1/222015
1/222015
1=015
122/2015
Charles Riggs & Associates Inc
Charles Riggs & Associates Inc
Charles Riggs & Associates Inc
Charles Riggs & Associates Inc
Allied Marine Contractors, LLC
Taylor
Badaw
Fitzpatrick
Mghari
Larkins & Klausmeier
First Citizens Bank
First Citizens Bank
First Citizens Bank
First Citizens Bank
B of A
13772
13831
13832
13833
7143
$100.00
$100.00
$100.00
$100.00
$350.00
minor fee, NTB 15-01, One
minor fee, NTB 15-02, Ons
minor fee, NTB 15-03, Ons
minor fee, NTB 15-04, Ons
1 of 2 $250 major fee, 104 Blue
Heron, PN
Caison
2 of 2 mod fee, MP 18-09 4$100
123/2015
Carolina Marine Dredging Inc
Old Chimney HOA
First Bank
1084
$250.00
major mod, 42-97, NHCo
1262015
7282015
By Design Coastal Hamee
Bald Head Island Ltd.
Aligator Bay Enterprises
same
BB&T
First Citizens Bank
1075
1500
$100.00
$100.00
minor fee, NTB 15-01
renewal fee, 172-87
1262015
Maritime Place HOA Marina Assoc
same
First Bank
123
$100.00
renewal fee, 143-11
1262015
1 Charles B. Gordon, Jr.
Bred Gordon MW
Four Oaks Bank
1043
$400.00
GP 65090D
1/28/2015
Allied Marine Contractors, LLC
Hobby Greene m
B ofA
7111
$400.00
GP 65075D
1/27/2015
Steven T. Farmer TRACOM Services
Max Kern -+
BB&T
4596
$200.00
GP 66052D
1272015
Coastal Marine Piers Bulkheads LLC
Squire -
Wells Fargo Bank
19938
$200.00
GP 65067
1282015
Antinori Construction, Inc.
Marsh Haven Community DMing Wlity
B of A
3469
$2,000.00
Express MP, OnCO
1282015
Town of North Topsail Bea-
same -
First Citizens Bank
39184
$100.00
mod fee, MP 191-05
1282015
Grim Construction of Brunswick Co. INC
Cox
BB&T
10114
$200.00
GP 65053D
1282015
Coastal Marine Piers Bulkheads LLC
Carolina Yacht Club
Wells Fargo Bank
20000
$100.60
mod fee?, MP 69-09
1/302015
Pluds, LLC
same
Bran- Banking & Trust Co.
2963
$400.00
major Fee, Cristo
1/302015
Allied Marine Contractors, LLC
Mark and Bonnie Lysaght
B of A
7117
$200.00
GP 65054D
1/302015
Allied Marine Contractors, LLC
Paradise
S of A
7097
$600.06
GP 65077D

DENR CANA Daily Check Log for WIRO
Date
Received
Check From (Name)
Name of Permit HoMer
Vendor
Check
Number I
Check
amount
PermitNumberlComments
RNundReallocated
1152015
Western Union Money Order, Brandon Gdmes
Brian Forehand (see 12/19/14 for aCA'I $200 MO)
Wells Fargo Bank
17-135019696
$400.00
GP 52464D reissue of 6h041O
1/52015
The North Carolina Coastal Federation
same
First Citizens Bank
15883
$475.00
MP Stump Sound He . Rest, Ons
1/6/2015
F and S Marine Contractors Inc.
Cliff Benson
PNC Bank
4247
$250.00
MP fee, NHCo
1/6/2015
Pink Associates, Inc.
Michael Petrillo
Wachovia
8551
0
GP 65070D
V72015
Maritime Coastal Construction LLC
Michael Burkifl
First Community Bank
15811X$2
0
GP 64062D
1/92015
Town of Ocean Isle Beach
same
Branch Banking &Trust Co.
880210
minor fee, OI 15-01, Br.
1/92015
F and S Manna Contractors Inc.
Doug Foster
PNC Bank
42520
major foe, Pipers Neck Rd.,
Wilm
1/92015
Will Clarence Richardson/Richardson Consfnlcti
John Santini
BB&T
59020
GP 650
1/92015
Carolina Marine Dredging Inc
Lisa Weeks
First Bank
107700
GP 65 D
1/122015
Town of Sunset Beach
same
First Citizens Bank
1318700
GP O86D
1/122015
Backwater Marine Construction
BB&T
177200
65028D1/122015
Stuart and Jessarela Gans
same
Charles Schwab Bank117-1
3003P
65083D1/122015
S&ME
CFPUA sewer line
BofA
4747
GP 65081 D
1/122015
S&ME
CFPUA water line
B of A
4748
.00
GP 65082D
11122015
TCRK Properties, LLC
same
BS&T
1477
00.00
renewal fee, MP 67-07
1/122015
R & Q, Inc
R & Q, Inc. Queens Grant
BB&T
10365
$100.00
renewal fee, MP 129-10
1112/2015
Town of Surf City
same
First Citizens Bank6287
$100.00
minor fee, SC 15-01
1/132015
Clements Marine Construction
Hamilton Wells, Charles Hocking
First Citizens Bank
$400.00
GP 650860 & GP 65085D�.E200
ea
1/142015
Pippin Marine Construction, LLC
Roger Teague
Wells Fargo Bank253
$250.00
major fee, Corbett SL, NHCo
1/142015
Western Union Money Order, Joel Klass
William and Kathryn Maxwell
Wells Fargo Bank
2443
$400.00
GP 65084D
1/142015
Holden Dock& Bulkheads
Braswell Beach Properties, LLC
First Community Bank6122
$200.00
GP 65051 D
1/152015
Inlet View Bar& Grill
The Point, LLC
BB&T
2630
$100.00
renewal fee, MP 185-08
1/l52015
Antinon Construction, Inc.
Rocioff
B of A
3439
$200.00
boatlifl, 543 Chadwick
1/152015
Certifi€d check, from Francisco Zarate
Sunset Beach Holdings II, LLC
BB&T /First Colonial Branch
5006872655
$100.00
transfer fee, MP 42-05
1/162015
F and S Marine Contractors Inc.
Brady Seminal
PNC Bank
4269
$250.00
major foe, Aidie Rd, NHCo
1202015
1 Carolina Marine Construction, Inc.
Dolphin Bay HOA
First Bank
9458
$300.00
InViawal fee, MP 117-97 (05100
Inlet Point Harbor HOA
mod fee, MP 160-05 @$100
1202015
Western Union Money Order, Brandon Grimes
Randy Brown
Wells Fargo U&
17-135019699
$400.00
1 of 2 for GP 38546D
1/202015
Western Union Money Order, Brandon Grimes
Randy Brown
Wells Fa ank
17-135019697
$200.00
2 of 2 for GP 38546D @$600
121/2015
Coastal Earth Works Inc.
Avery Bates
First 5ip1kr
4191
$400.00
GP 65089D
1=015
Clements Marine Construction
Chris Barclay
FinlKifizens Bank
3700
$250.00
major foe, NHCo
1222015
Charles Riggs & Associates Inc
Taylor
p6t Citizens Bank
13772
$100.00
minor foe, NTB 15-01, Ons
1222015
Charles Riggs & Associates Inc
Badaw
First Citizens Bank
13831
$100.00
minor fee, NTB 15-02, Ons
1222015
Charles Riggs & Associates Inc
Fitzpatrick
First Citizens Bank
13832
$100.00
minor fee, NTB 15-03, Ons
1222015
Charier Riggs & Associates Inc
Mghsn
First Citizens Bank
13833
$100.00
minor fee, NTB 15-04, Otis
11=015
Allied Marine Contractors, LLC
eier
Larkins & Kd!Enterp
B of A
7143
$350.00
1 of 2 $250 major fee, 104 Blue Heron, PN
Caison
2 of 2 mod fee, MP 18-09 G$100
1232015
Carolina Marine Dredging Inc
Old ChimneyA
First Bank
1084
$250.00
major mod, 42-97, NHCo
1262015
By Design Coastal Hanes
Aligator Bay
BB&T
1075
$100.00
minor fee, NTB 15-01
1262015
Bald Heatl Island Lad.
same
First Citizens Bank
15W
$100.00
renewal fee, 172-87
1262015
Maritime Place HOA Marina Assoc
same
First Bank
123
$100.00
renewal fee, 143-11
1262015
Charles B. Gordon, Jr.
Brad Go n
Four Oaks Bank
1043
$400.00
GP 65090D
1262016
Allied Marine Contractors, LLC
HoWGreene
B of A
7111
$400.00
GP 65075D
1272015
Steven T. Farmer TRACOM Services
Max Kern
BB&T
4596
$200.00
GP 65052D
1272015
Coastal Marine Piers Bulkheads LLC
Squire
Wells Fargo Bank
19938
$200.00
GP 65067
1282015
Anbnon Construction, Inc.
Marsh Haven Community Docking Facility
B of A
3489
$2,000.00
Express MP, OrtCo
128/2015
Town of North Topsail Beach
same
First Citizens Bank
39184
$100.00
mod fee, MP 191-05
1282015
Grice COnatNE60n of Brun - o. INC
Cox
BB&T
10114
$200.00
GP 65053D
7282015
Coastal Marine Piers Bulkh ds LLC
Carolina Yacht Club
Wells Fargo Bank
20000
E100.00
mod feel, MP 88-09
1/302015
Pluds, LLC
same
Branch Banking & Trust Co.
2963
¢700.00
major fee, OnsCo
1/302015
Allied Manne Contractors, LLC
Mark and Bonnie Lysaght
B of A
7117
$200.00
GP 85054D
1/30/2015
Allied Marina Contractors, LLC
Paradise
B ofA
7097
$600.00
GP 65077D

Date I Check I Check
2n1— r.—. cn. — runa.nr Name nr Ge.ma Nn/der Vendor Number amount I Permd Number/Ci mments Refund/Reallocated
3/2
3/3
3/3
314
3/5
3/5
3/6
3/6
12015'David
/2015
Lee Builders, Inc
Carolina Marine Construction, Inc.
/2015
East at Engineering & Surveying, P.C.
/2015
Hunter Development Corp.
12015
Coastal Marine Piers Bulkheads LLC
(2015
_
Mark D. Kelly _
%2015
Lighthouse Manne Construdlon Inc
d015
-
Bruce Marek, P.E.
Kenneth W d B T Futch
3/6/201 eons. an e _
3/6/2015 Gregory AHolden
3/6/2015 Gregory A Holden
3/9/2015 Garry D. Aldridge _
3/9/2015 Buff Builders, Inc.
3/9/2015 Beam & Associates
3/112015 Dale E and Cynthia M Joslin
3/11/2015 Allied Marine Contractors, LLC
3/11/2015Coastal Marine Piers Bulkheads LLC
�MVM015 Barry and Shan Golob
3/11/2015 Allied Marine Contractors, LLC
3/11/2015 Allied Marine Contractors, LLC
3/11/2015 _Cape Fear Engineering, Inc.
3/12/2015 Dennis W. and Beverly Morgan
3/12/2015'Compass Pointe Engineering PA _
3/1312015 Allied Marine Contractors, LLC
3/13/2015 John S or Janet L Sargent
3/13/2015 Carolina Bluewater Construction, Inc.
3/1312015 Backwater Manne Construction Inc
3/13/2015 Deyo & Associates LLC
3/1312015 Duncan Marine Contractors, Inc.
3/16/2015 Michael or Bonnie Winbum
3/17/20151Jeanne L. or James S. Wallis
Marine Contractors, Inc.
Marine Contractors Inc.
nagement Group, Inc
A Holden
3/20/2015 Barry and Shan Golob
3/20/2015 William or Caryn Yankalunas
3/20/2015 Connaway Marine Construction, Inc.
3/2012015 Land Management Group, Inc
3/20/2015,Carolina Marine Construction,. Inc.
Dennis Michael
Security Sax
Dennis Michael
B of A
Edwards
Bank
John Clark
Dinah Gore
First Bank
_
John Ledoux
Yadkin BaO
James Hamen
_
Wells Fargo
same
PNC Bank
Rick Rouse
7B of A
Timber Creek HOA
Wells Fargo
Jon and Diane Miller
Claudia Knox
Golob at. AL
John Allen
Schmidt
Palm Cove Subdivision
Peter Monte
Tom of Carolina Beach _
same
William Donovan
Joseph L. or Gypsy A. McKinzie
NCSPA Enviva
Walter Bryan
same
Sean
Southport Marina, Inc
Yates and Cdham
Golob at al -
same
Jim Magnuson
River Bluffs Development Corporation
John Clark
BB&T
BB&T
B of
B of
Wells Fargo Bank
BB &T 5007021072 $400.00 GP for 300 Williams Rd, NHC
Wells Fargo Bank _ _ _ 8769 $200.00 GP for 11 Wilmington St. 0113
PNC Bank _ _ 3814 $100.00 transferfee, MP UIXi8
I First Federal _ 8408 $200.00 GP 65152D
B of A _ 386 $250.00 GP or fee,
BB &T 5007021085. $200.00 GP for 300 Williams Rd, NHC
PNC Bank _ 4386 � $250.00 major fee, Pelican Drive, WB
First Bank 45222 $100.00 renewal fee, MP 99-01, BrCo
CmCom Bank 2027 $800.00 GP 65128D Yates @$400
GP 65129D Odham @$400
s`yeCEe`t'aderal Credit Union `.,, 2667 $150.00 major mod fee, MP 101-14 p)
v Wells Fargo Bank 7930 S400.00 GP 65039D
B of A 7153 S200.00 GP 65155D
First Bank 45251 $100.00 mod fee, MP 30-13
First Bank — 9550 $300.00t�ajor fee, 8 Cedar Island, NF
'applying $100, from ck % 9C
dieck returned/GP only

MYRTLE GROVE STATION 001101
WILMINGTON, North Carolina
284123629
3613950401 -0097
03/20/2015 (910>313-3285 03:14:39 PM
11011
Sales Receipt
Product Sale Unit Final
Description Oty Price Price
OAKLAND PARK FL 33334-4433 $2.45
Zone-5
First -Class Mail Large Env
7.90 oz.
Expected Delivery: Mon 03/23/15
Return Rcpt (Green Card) $2.70
09 Certified $3.30
USPS Certified Mail #:
70133020000128284977
Issue Postage: $8.45
Total: $8.45
Paid by:
Cash $20.00
Change Due:-$11.55
90 For tracking or inquiries go to
USPS.com or call 1-800-222-1811.
YxYxxxWXXXXXXXXkk%%xkXxXXXRXXYXXXXX%xRWX
xx:xrxwxxxxWXWXxxxwxxzXXwx%XxxWxxXXXXkWx
BRIGHTEN SOMEONE'S MAILBOX. Greeting cards
available for purchase at select Post
Offices.
lxYxkxYYXYXYYXYYXXYXXXYXXXxXxxx%Yx%x%xxx
xYx%XxYXYXxxXX%YYYXYxYXxYwxwXxxxxxxxxxwY
In a hurry? Self-service kiosks offer
quick and easy check-out. Any Retail
Associate can show you how.
Order stamps at usps.com/shop or call
1-800-Stamp24. Go to usps.com/clicknship
to print shipping labels with postage. For
other information call 1-800-ASK-LISPS.
kWk%WWXXWWWIWx%%kick%kWxXWXWWXXXWW%WXXWX%
X RXXkkkXXkXkWWXYRkXXX%XxkWwWxXWxkXxkxXRk
Get your mail when and where you want it
with a secure Post Office Box. Sign Lip for
a box online at usps.com/poboxes.
%XWxkxXXXWXXXklXX%%WX%xXWRXXxXXkkXYX%xXx
xXxxxxXxwwX XXkXWWXYxX%Y%XXW%xx%XYXYRX%xR
Bill#: 1000303764426
Clerk: SO
All sales final on stamps and postage
Refunds for guaranteed services only
Thank you for your business
HELP US SERVE YOU BETTER
TELL US ABOUT YOUR RECENT
POSTAL EXPERIENCE
Go to:
https://postalexperience.com/Pos
Or scan this code with your mobile device.
l
�-r-" 1It-ItU MAIL;., RECEIPT I
(Domestic Mall only; No Insurance Coverage Provided)m
For tlellvery lnloratlon visit our web.h. Yr
COPostage s $2.45 0401
ru
ri
certified Fee $3.30
10
M
O
Retum Receipt Fee
(Endorsement Required)
$2.70
PoMiw7c
ligre
d
c3
Restricted Der", es
(End)rsement Required)
$0..00
rU
O
m
Total Postage & Foes $
$8.45
03/2U/2015
brp
vpmM1 w
L
___.(_//•______._[_:_/II}.!_�_3_:__�_._._,__
_
RECEIVED
DCM WILMINGTON, NC
MAR 2 0 2015
RECEIVED
APR T 12015
elt1155-014a CITy

111111111111
2013043828
FOR
OF DaD5
EE
26 IN
BR 578NC Ru STW.$4F$
54200
WWI 0 Y0W39
THIS DEED WAS PREPARED WITHOUT TITLE EXAMINATION
PREPARED BY: SIEGEL & RHODENHISER, PLLC
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
Tax ID No. R06700-003-003-009
REVENUE STAMPS: $4,542.00
This property um s the Grantor's primary residence. Property Taxes are paid thru 2012.
WARRANTY DEED
THIS DEED, made this l (e day of Da�-e�b&✓, 2013, by DANIEL FLOHR and
wife, TINA JACOBS AKA TINA JACOBS-FLOHR, of 4939 KEOTA RUN NE, ROS WELL,
GA 30075, GRANTOR, to JOHN R CLAIM III and wife, MARY BONEY DENISON, of 8
CEDAR ISLAND, WILMINGTON, NC 28409, GRANTEE;
WITNESSETH
That said Grantor, for a valuable consideration paid by the Grantee, the receipt of which
is hereby acknowledged, has bargained and sold, and by these presents does grant, bargain, sell
and convey unto the Grantee in fee simple, all that certain lot, tract, or parcel of land situated in
the County of NEW HANOVER and State of North Carolina, and more particularly described as
follows: RECEIVED
SEE EXHIBIT A
APR 18 2015
�l°("dt?lkRB GIT'4
TO HAVE AND TO HOLD the aforesaid lot, tract, or parcel of land, and all privileges
and appurtenances thereto belonging to the said Grantee in fee simple; subject, however, to the
exceptions, reservations and conditions herein referred to.
And the Grantor covenants with the Grantee, that Grantor is seized of said premises in fee
and has the right to convey in fee simple; that the title is marketable and free and clear of all
RECEIVED
DCM WILMINGTON, NC
Return to MTG MAR 20 2015

encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions: (a)
subject to County and Local Zoning Ordinances; (b) subject to standard easements for utilities;
(c) restrictive covenants of record, if any; (d) ad valorem taxes for current year.
The designation Grantor and Grantee as used herein shall include said parties, their heirs,
successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as
required by context.
IN WITNESS WHEREOF, the said Grantor has hereunto set his hand and seal, or if
corporate, has caused this instrument to be signed in its corporate name by its duly authorized
officers and its seal to be hereunto affixed by auth of its oard of Directors, the day and year
fast above written.
(SEAL)
JL /lld✓ :�� (SEAL)
T A JACOBY AKA TINA JACOBS-FLOUR
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, Y�1� W �L�I%�. "S61A , a Notary Public of the County and State afro d, do
hereby certify that DANIEL FLOUR and wife, TINA JACOBS AKA TINA JA COBZ
FLOUR, personally came before me this day and acknowledged the execution of the foregoing
instrument.
Witness my hand and official seal, this is— day of�Qj(QJ An P�, 2013.
., IP .._ -
My Co ssio Egpires: .......
— PCITAR Aso'
� U
tiyAOBOGJ�~•:
`'OVER r311�`
(Notanal Seal)
RECEIVED
APR 18 20b
t�+Iw�gr rttt
DCM RED
NIGTON, NO
MAR 20 2oI5

EXHIBIT "A"
Lying and being in the County of New Hanover and State of North Carolina and more
particularly described as follows -
Beginning at a point on Cedar Island in the property of Mrs. Agnes M. Mayer on Greenville
Sound, said point located from the concrete monument at the southeastern terminus of the 60-
foot access right of way off Greenville Sound Road as shown by maps recorded in Map Book 8,
Page 29 and Map Book 8, Page 30 by the following courses. South 42 degrees 32 minutes East
1629 66 feet South 47 degrees 28 minutes West 100 feet, South 68 degrees 28 minutes West
268.09 feet, South 52 degrees 28 minutes West 575.19 feet, and South 33 degrees 34 minutes
West 55.15 feet running thence from said Beginning North 30 degrees 32 minutes West 93 09
feet to a concrete monument, thence continuing North 30 degrees 32 minutes West 27 feet to a
point at the edge of a dredged basin and channel, thence with the edge of said basin and channel
the following courses: South 43 degrees 08 minutes West 201.02 feet, thence South 0 degrees
24 minutes East 317.05 feet, thence South 54 degrees 58 minutes East 79.17 feet, and thence
North 71 degrees 58 minutes East 326.94 feet to a point, thence North 30 degrees 32 minutes
West 27.2 feet to a concrete monument thence continuing North 30 degrees 32 minutes West
326.0 feet to the point of BEGINNING, containing 2.65 acres.
Together with the right of ingress and egress over a roadway easement described as - Being an
easement adjacent to and 35 feet in width measured at right angles, southwestward from a
portion of the northeastern line of Anders Tract as shown by map, "Survey of Boundary
Between Anders Tract and Lot 4 of J.A. Hewlett Land", recorded in Map Book 8, Page 30, said
portion of line beginning at the concrete monument at the southeastern terminus of the 60 foot
access right of way as shown by Map Book 8, Page 29 and said Map Book 8, Page 30 in the
New Hanover County Registry, running thence with said line South 42 degrees 32 minutes East
1629.66 feet to the southeastern terminus of said 35 foot wide easement at the centerline of a 30
foot easement, thence over said 30 foot easement the centerline of which is described as
beginning at the southeastern terminus of the 35 foot easement above described and running
thence South 47 degrees 28 minutes West 46 91 feet to the point of curvature of a curve having
a radius of 286.48 feet and a deflection angle of 21 degrees 00 minutes to the right, thence with
said curve westward 105 feet to the point of tangency of said curve, thence South 68 degrees 28
minutes West 174.74 feet to the point of curvature of a curve having a radius of 286.48 feet and
a deflection angle of 16 degrees 00 minutes to the left, thence with said curve southward 80 feet
to the point of tangency of said curve, thence South 52 degrees 28 minutes West 157 74 feet to
the centerline of a 30-foot easement to the southeast, thence continuing South 52 degrees 28
minutes West 329.50 feet to the point of curvature of a curve having a radius of 286.48 feet and
a deflection angle of 18 degrees 54 minutes to the left, thence with said curve southward 94.50
feet to the point of tangency of said curve, thence South 33 degrees 34 minutes West 7.47 feet
to the point of ending in the northeastern line of the 2.65 acres tract hereinabove described.
Together with all rights, title and interest in and to the Cedar Island Access Road as described
in Deed "k 4895 at Page 3064 in the office of the New Hanover County Registry.
Subject to that General Utility Easement to the City of Wilmington as described in Deed Book
4976 at Page 1731 in the office of the New Hanover County Registry.
RECEIVED
RECEIVED
APR 18 20 DCM WILMINGTON, NC
mmvow MAR 2 0 2015

TAMMY THEUSCH BEASLEY
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
11ff1fflfMfMlfOf RR1fM11fffftflfftR11ff1f Rt1f M1RH1f1RIff IRlltlff1t11fffiflHftRYflfRH1f11RHfRHRl1ff1111f RRf 1ff RRf f
Filed For Registration:
Book:
Document No.:
NC REAL ESTATE EXCISE TAX:
Recorder:
12/20/2013 02:16:53 PM
RE 5789 Page: 1720-1723
2013043828
4 PGS $26.00
$4,542.00
CRESWELL,ANDREA
State of North Carolina, County of New Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT. RECEIVED
APR 13 20b
*2013043828* DCM RECEIVED
WILMINGTON, NC
2013043828 MAR 2 0 2015