40-16 Dockside Restaurant & Bar WB LLC

Permit Class
NEW
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
Permit
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
Permit Number
40-16
Issued to Dockside Restaurant & Bar WB, LLC,1308 Airlie Rd., Wilmington, NC 28403
Authorizing development in New Hanover County at the AIW W, at 1308 Airlie Road,
Wilmington , as requested in the permittee's application dated revised 3/22/16, incl.
attached workplan drawings (4), 2-5 of 5, all dated revised 3/16/16.
This permit, issued on March 23, 2016 , 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
to tines, imprisonment or civil action; or may cause me permit to De nun ana vota.
1) This permit authorizes only the reconfigured dock, bulkhead 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 facility without permit
modification. No non -water dependent uses of structures shall be conducted on, in or over Public Trust
waters without permit modification.
RECEIVED
MAR 2 8 2016
DCM' MHD CITY
(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, 2019
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 DEQ and the
Chairman of the Coastal Resources Commission.
—� a Z BraxtffC. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Dockside Restaurant & Bar WB, LLC Permit No. 40-16
Page 2 of 3
ADDITIONAL CONDITIONS
Bulkhead
2) The bulkhead shall be constructed in the same alignment as depicted on the attached workplan drawings.
3) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not
authorized.
4) The bulkhead shall be constructed prior to any backfilling activities.
5) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the structure.
6) 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.
7) All backfill material shall be clean and free of any pollutants except in trace quantities.
Sedimentation and Erosion Control
8) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
Docking Facility
9) 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 should be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
10) The permittee shall maintain the authorized work in good condition and in conformance with the terns
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.
U.S. Arm-y Corps of Eneineers Conditions
11) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant shall
implement the U.S. Fish & Wildlife Service's Manatee Guidelines, and strictly adhere to all
requirements within. The guidelines can be found at:
http://www.fws.gov/nc-es/mammal/manateeguidelines.odf
12) 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-
K
SeC CIEWEoD
MAR 2 S 2016
M_ MHa CITY

Dockside Restaurant & Bar WB, LLC Permit No. 40-16
Page 3 of 3
ADDITIONAL CONDITIONS
General
13) Removal of the decking and associated structures on the North side of the property shall be consistent
with all use standards and conditions herein, and shall be done in a manner so that the structural integrity
of the adjacent structure shall not be compromised.
14) The partial removal and reconstruction of the existing building necessary for the installation of the
authorized bulkhead shall not exceed 50 percent of the market value of the existing building
immediately prior to the time of the temporary removal. The partial removal and reconstruction of the
existing deck necessary for the installation of the authorized bulkhead shall not involve the removal of
more than 50 percent of the framing and structural components (beams, girders, joists, stringers, or
pilings) that are in place immediately prior to the time of removal.
15) 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.
16) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
17) The permittee and/or his or her contractor shall meet with a representative of the DivisR EI V E E
project initiation.
MAR 2 S 2016
18) No excavation of shallow water bottom or any wetlands is authorized by this permit(+ MM nn rr
NOTE: This permit does not eliminate the need to obtain any additional state, federal'MlodatHpeimrts�
approvals or authorizations that may be required, including, but not limited to, a State Stormwater
permit.
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.
NOTE:
NOTE:
NOTE:
The N.C. Division of Water Resources has authorized the proposed project under DWR Project
No. 14-1251.
The U.S. Army Corps of Engineers assigned the proposed project Action ID No. SAW-2014-
02306.
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.

►`
Ap l c?.Iam Prose I
Type: (check all that apPly)
New Major Mod_
Permit Coordinator:
Field
Minor Mod Renewal_____ Transfer_
Date Time Message
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DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Dockside Restaurant & Bar Wb Llc
Project Name (if applicable)
Dockside Bulkhead and Improvements
Applicant 1: First Name
Doug
MI
Last Name
Leech
Applicant 2: First Name
MI
Last Name
IF additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1308 Airlie Road
PO Box
City
Wilmington
State
NC
ZIP
28403
Country
Phone No.
910-256-2752 ext.
FAX No.
Street Address p/different from above)
City
State
ZIP
Email
2. Agent/Contractorinformatiod
Business Name
Gary Greene Engineers
Agent/ Contractor 1: First Name
MI
Last Name
Gary
K
Greene
Agentl Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
PO Box 9921
Raleigh
NC
ZIP
Phone No. 1
Phone No. 2
27624 9213
919 - 855 - 8488 ext.
919 - 417 -1698 ext.
FAX No.
Contractor #
919 882 9654
Street Address (if different from above)
City
State
ZIP
5832 Faringdon Place, Suite 2
Raleigh
NC
27609 -
RECEIVED
kgr gkgreene@eaAhlink. net
MAR 2 8 2016
<Form continues on back>
DCM- MHD CITY nir;
252-808-2808 :: 1-888-4RCOAST :: www.nccoostaimanagement.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
1308 Airlie Road
Subdivision Name
State
Zip
TWC4111mington
NC
28403 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
' - ext.
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Atlantic Intracoastal Waterway
Bradley Creek and Molts Channel
a 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
Atlantic Ocean
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 NC
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
227 ft
83,635.2
c.
Size of individual lots)
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)
4.8 ft ®NHW or ❑NWL
e.
Vegetation on tract
Developed area landscaping
f.
Man-made features and uses now on tract
Commercial Restaurant, timber bulkhead, parking area, docking facility
g.
Identify and describe the existing land uses adiacent to the proposed project site.
Residential Condominium / Marina
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
Community Business
(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?
<Form continues on next p' gCO V ED
MAR 2 S 2016
252-808.2808 ::-888-4RCOAST :: wwwD,DsOtll a am ant. net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (I) Are there wetlands on the site? ❑Yes ONO
(III Are there coastal wetlands on the site? ❑Yes ONO
(III) If yes to either (i) or (tl) above, has a delineation been conducted? [-]Yes NNo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
into municipal sewer
o. Describe existing drinking water supply source.
municipal water system
p. Describe existing storm water management or treatment systems.
existing drainage into S" drain socks
5. Activities and impacts
a. Will the project be for commercial, public, or private use? NCommercial ❑PubliclGovemment
❑Pdvate/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Commercial Restaurant with both vehicular and marine vessel temporary parking
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.
Construction will utilize cranes (floating and land based), equipment for backfilling, misc for building construction, Storage of
equipment will either be on site or approved staging area
d. List all development activities you propose.
Installation of a steel bulkhead to encompass existing timber dock structure as illustrated and minor relocation / realignment
of existing floating docks due to conflict with bulkhead along with small platform (new and reconstruction) for gangway
attachment
e. Are the proposed activities maintenance of an existing project, new work or both? maintenance
I. What is the approximate total disturbed land area resulting from the proposed project? 1589 /+®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. R EC E
existing storm water features exist and will not be modified
MAR 28
1. Will wastewater or stormwater be discharged into a wetland? []Yes ®No ❑NA
DCM- MR
If yes, will this discharged water be of the same salinity as the receiving water.? []Yes❑Ne ❑NA
J. Is there any mitigation proposed? ❑Yes ONO ❑NA
If yes, attach a mitigation proposal.
VED
2016
) CITY
H a=_ f .i { to t ,
<Form continues on back> DOM WILMINUTON � NG
MAR 232016
252-808-2808 .. 1-888-4RCOAST .. www.nccoastaimanagement.net

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
B. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
Package to be complete Items (a) —{iJ are. always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the hequired 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, dearly 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 tifle 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 -Seagate OfficePark UOA Inc Phone No.
Address PO Box 3448 Wilmington NC�28406 -
Name Terry 8 Margaret Turner Phone No. 919-256-1045
Address 1904 Eastwood Road #212, Wilmington NC 24403
elGiaq gables Ygo Ci(Ib Phone No.
-`, d_re$O7;((eander DrtvQg1Jglyfdn NC 28403
g. A list of previous state or federal permits issued for work on the project tract. Include penn8 numbers, pernittee, and issuing dates.
DCM 20-89 Wrightsville Terminal Inc- modify existing dock
DCM 77-85 JW Holman, Airlie Capital -waterfront construction
h. Signed consultant or agent authorization form, if applicable.
I. Welland delineation, if necessary.
j. A sign etl AEC hazaM notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), If necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
i unaerstano 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 fad 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 _October 3, 2014 (rev 3/22/2016)_ Print Name _Gary K Greene
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
®DCM MP-4 Structures Information
RE °etIF®
MAR 2 S 2016
252.908-2808 .. 1-888-4RCOAST .. www,nccoa

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
(NLW
Canal
Boat Basin
Boat Ramp
Rock Groin
i Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
Width
Avg. Existing
Depth
NA
NA
Final Project
Depth
NA
NA
11. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
C. (1) 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
OWL []None
(ii) Describe the purpose of the excavation in these areas:
b. Tvce of material to
d. High -ground excavation in cubic yards.
12. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area.
a (I) Do you claim title to disposal area?
[]Yes []No []NA
(ii) If no, attach a letter granting permission from the owner
e. () Does the disposal area include any coastal wetlandstmarsh
(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:
area.
d. (i) Will a disposal area be available for future maintenance?
[]Yes []No ❑NA
(ii) If yes, where?
f. () Does the disposal include any area in the water?
[]Yes []No ❑NA
(ii) If yes, how much water area is affected?
RECEIVED FIECEjVED
DCM WILMINGTON, NC
MAR 2 8 2016 MAR 2 3 2016
DCM- MHD CITY
252-808-2808 :: 1-888311COAST :: www.necoastalmanagement.net revised: 12126t06

Form DCM MP-2 (Excavation and Pill, Page 2 of 2)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length: 220
NBulkhead ❑Riprap ❑Breakwater/Sill ❑Other.
c. Average distance waterward of NHW or NWL: 4 to 8 ft wlth T
average
e. Type of stabilization material:
Steel Sheet pile with anchors
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 1589 Riprap
Breakwater/Sill Other _
i. Source of fill material.
Approved borrow site
Width: 8 to 9 inches
d. Maximum distance waterward of NHW or NWL: 7'
f. (I) Has there been shoreline erosion during preceding 12
months?
❑Yes NNo ❑NA
(it) If yes, state amount of erosion and source of erosion amount
information.
In. Type of fill material.
clean sand
RECEIVED
MAR 2 S 2016
4. OTHER FILL ACTIVITIES NThis section riot applicable
(Excluding Shorefine Stabilization)
a. (i) Will fill material be brought to the site? []Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wedandstrnarsh (CM,
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water _ other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area _ ❑CW ❑SAV _ ❑SB _
(iv)Purpose offill ❑WL []None
(1i) Describe the purpose of the fill in these areas:
& GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
All fill will be placed behind installed bulkhead
c. (i) Will navigational aids be required as a result of the project?
❑Yes NNo ❑NA
(ii) If yes, explain what type and how they will be implemented.
October 3, 2014 (rev 3/22/2016)
Date
Dockside Bulkhead & Improvements
Project Name
b. What type of construction equipment will be used (e.l
backhoe, or hydraulic dredge)?
crane with bucket and possibly conveyor to distribute
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes NNo ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Gary K Greene
Applicant Name
Applicant Signature ~r-1 C I V
UC-M WILMINGTON, NC
HAR232016
252-808-2808 n 1-888-4RCOAST :: www.nccoastafmana gment_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 ❑PublictGovernment ❑Private/Community
c. (I) Dock(s) and/or piers)
(ii) Number 1 gangway landing area & main walkway for
float modification to accommodate reoriented gangway
(ii) Length landing area 9.25ft / main 30.3 It
('w) Width landing area 6.25 It / main 6.0 It
(v) Floating ®Yes []No
e. () Are Platforms included? ®Yes []No
If yes:
(ii) Number 1 for ADA gangway w/ no roof
(iii) Length 7.5 ft
(iv) Width 3.75 ft
(v) Floating []Yes ®No
Note: Roofed areas are calculated from drfpline dimensions.
g. (i) Number of slips proposed
no additional slips proposed
(ii) Number of slips existing
22 transient use only
i. Check the proposed type of siting:
❑ Land cut and access channel
[]Open water; dredging for basin and/or channel
®Open water, no dredging required
❑Other; please describe:
k. Typical boat length: 20 to 40 feet
m. (i) Will the facility have tie pilings?
®Yes []No
(ii) If yes number of tie pilings?
1 relocated
❑This section not applicable
b. (i) Will the facility be open to the general public?
®Yes ❑No
d. (i) Are Finger Piers included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
f. (i) Are Boatlifts included? ❑Yes ®No
If yes:
(ii) Number
(ii) Length
(iv) Width _
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
® Dockage, fuel, and marine supplies
® Dockage ( wet slips) only, number of slips: 22 transient use
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
mixed type - transient dockage RECEIVED
MAR 2 S 2016
DCM- MHD CITY
1. (1) Will the facility be open to the general public?
®Yes ❑No RECC! VEE)
DCM WILMINGTON, NC
,MAR 232016
252,808-2808 :: 1-888-4RCOAST :: www.necoarstalmanagernent.net revised: 12127/06

Form DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS [I 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: 2 ; Location; located in restaurant
❑ Showers
E Boathokting tank pumpout; Give type and location: approved existing equipment at fuel dock
b. Describe treatment type and disposal location for all sanitary wastewater.
municipal system
c. Describe the disposal of solid waste, fish offal and trash.
with restaurant operation
d. How will overboard discharge of sewage from boats be controlled?
through marina policy
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
1 at pumpout facility
(ii) Give the location and number of "Pumpout Available" signs proposed.
1 at pumpout facility
f. Describe the special design, ff applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
not applicable - no maintenance or boat repair operations at site
g. Where will residue from vessel maintenance be disposed of?
not applicable - no maintenance or boat repair operations at site
h. Give the number of channel markers and "No Wake" signs proposed. none beyond existing in area
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
fuel tanks have been previously closed (abandoned)
j. What will be the marina policy on overnight and live -aboard dockage?
transient dockage only
k. Describe design measures that promote boat basin flushing?
open water
I. If this project is an expansion of an existing marina, what types of services are currently provided?
No expansion of slips. Transient docking and pumpout services RECEIVED
m. Is the marina/docking facility proposed within a primary or secondary nursery area? MAR 2 8 2016
❑Yes ®No
DCM- MHD CITY
252.808-2808 :: 1.888-4RCOAST :: www.necoastafmanaaernent.nat revised: 12127/06

Forth 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/hrill (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
p. Is the proposed marina/docking facility located within or within dose proximity to any shellfish leases? []Yes ®No
tl yes, give the name and address of the Ieaseholder(s), and give the proximity to the lease.
`3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑PublidGovemment ❑Private/Community
(i) Number
(i) Length
(iv) Width
Note: Roofed areas are calculated from ddpline dimensions.
14. 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
(ii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑PublidGovemment ❑Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
RECEIVED
MAR 2 8 2016
DCM- MHD Ci Y
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
r3ECElVED
DOM WILMINGT ON, NO
MAR 2 3 2016
252-808-2808 :: 1.888-4RCOAST :: www.riccolastalmanagernent.net nvlaed: 12127106

Form DCM MP-4 (Structures, Page 4 of 4)
7. GENERAL
a. Proximity of structure(s) to adjacent ripadan property lines
4.5 feet south side, 3 feet north side for docks
Note: For buoy or marring piling, use arc of swing including lengfh
of vessel.
c. Width of water body
453 to 457 feet
e. (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.
b. Proximity of structure(s) to adjacent docking facilities.
20.5 feet south side, 1.5 feet north side for docks
d. Water depth at waterward end of structure at NLW or NWL
-6 feet NLW
❑This section not applicable
a. Give complete description:
The docking structures will be temporarily removed for bulkhead installation and reinstalled. One small finger pier will be
removed and the main dock altered to provide landing area for reoriented gangway.
October 3, 2014 (rev 3/22/2016)
Date
Dockside Bulkhead- and Improvements
Project Name
Gary KGreene
Applicant Name
Appli Stcan igna g e
1
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REC NED
MAR 2 S 2016
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APPLICANT: DOCKSIDE RESTRURANT & BAR Nb, WC STREET.
1308 AIRLIE ROAD CITY COUNTY:
WILMINGTON NC DATE: 10/2
AIRLIE ROAD
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APPLICANT: DDCKSIDE RESTRURANT & BAR Wb, INC STREET: AIRLIE ROAD
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3. GRAY GABLES YACHT CLUB FICA

Coastal Management
ENVIRONMENTAL QUALITY
March 22, 2016
Gary Greene
Gary Greene Engineers
PO Box 99213
Raleigh, NC 27624
Dear Mr. Greene:
PAT MCCRORY
Gmemor
DONALD R. VAN DER VAART
secretory
BRAXTON DAVIS
Dveaor
This letter is in response to your application request under the Coastal Area Management
Act (CAMA), acting as agent for Dockside Restaurant and Bar WB, LLC, to replace a bulkhead
and reconfigure the dock access at 1308 Airlie Road, in Wilmington, New Hanover County. On
February 24, 2015, processing of your application was placed on hold until such time as
additional information was received satisfying local government concerns. This office received
the requested information on March 21, 2016. Therefore, processing of your permit application
has officially resumed as of that date. The revised projected deadline for making a decision is
May 1, 2016.
Please feel free to contact me by phone at [phone] or by e-mail at
([e-mail]) if you would like to discuss this matter further.
cc: Doug Huggett, DCM
Sincerely,
Heather Coats
Assistant Majors Permits Coordinator
�Notlhmg Compares_
State of North Carolina I Environmental Quality I Coastal Mmagement
127 Cardinal Drive Ext, Wilmington, NC 28405
910-796-7215

Coastal Management
ENVIRONMENTAL QUALITY
March 23, 2016
Mr. Terry Turner
Gray Gables Yacht Club HOA
PO Box 1101
Wrightsville Beach, NC 28480
Dear Mr. Turner:
PAT MCCRORY
Gmemor
DONALD R. VAN DER VAART
seadary
BRAXTON DAVIS
Dlredor
This letter is in response to your correspondence, which was received by the Division of Coastal Management on
January 22, 2015, regarding your concerns about the proposed development by the Dockside Restaurant, at 1308
Aidie Road, adjacent to the Atlantic Intracoastal Waterway (AIWW), in Wilmington, New Hanover County. The
proposed project consisted of replacing an existing bulkhead, constructing additional buildings, and reconfiguring the
existing docking facility. The proposed project has been modified to only replace the bulkhead and reconfigure the
ramp access to the docking facility and has been determined to comply with the Rules of the Coastal Resources
Commission. As such, a permit has been issued to authorize the development. I have enclosed a copy of the permit
and revised plans.
If you wish to contest our decision to issue this permit, you may file a request for a Third Party Appeal. The Chairman
of the Coastal Resources Commission will consider each case and determine whether to grant your request to file for
a Contested Case Hearing. The hearing request must be filed with the Director, Division of Coastal Management, in
writing and must be received within twenty (20) days of the disputed permit decision. Please contact me at (910) 796-
7302 if you would like me to send you the applicable forms and instructions that must be filed prior to that deadline or
if you have any additional questions. Alternatively, the fortes can also be found on our website.
Cc: Wilmington Files
Morehead Files
Respectfully yours,
XIIA�Waz;u
Heather Coats
Assistant Major Permits Coordinator
Nothing Compares% _
RECEIVED
MAR 2 S 2016
DCM- MHD CITY
State of North Carolina I Favnonmenml QuaNty I Coastal Management
127 Camel rhi" Eat, W mington, NC 28405
910-796-7215

Coastal Management
ENVIRONMENTAL QUALITY
March 23, 2016
Dr. Brady Semmel
Seagate Office Park HOA
1310 Aidie Rd.
Wilmington, NC 28403
Dear Dr. Semmel:
PAT MCCRORY
Co mar
DONALD R. VAN DER VAART
BRAXTON DAVIS
Director
This letter is in response to your correspondence, which was received by the Division of Coastal Management on
December 29, 2014, regarding your concerns about the proposed development by the Dockside Restaurant, at 1308
Aidie Road, adjacent to the Atlantic Intracoastal Waterway (AIWW), in Wilmington, New Hanover County. The
proposed project consisted of replacing an existing bulkhead, constructing additional buildings, and reconfiguring the
existing docking facility. The proposed project has been modified to only replace the bulkhead and reconfigure the
ramp access to the docking facility and has been determined to comply with the Rules of the Coastal Resources
Commission. As such, a permit has been issued to authorize the development. I have enclosed a copy of the permit
and revised plans.
If you wish to contest our decision to issue this permit, you may file a request for a Third Party Appeal. The Chairman
of the Coastal Resources Commission will consider each case and determine whether to grant your request to file for
a Contested Case Hearing. The hearing request must be filed with the Director, Division of Coastal Management, in
writing and must be received within twenty (20) days of the disputed permit decision. Please contact me at (910) 796-
7302 if you would like me to send you the applicable forms and instructions that must be filed prior to that deadline or
if you have any additional questions. Alternatively, the forms can also be found on our website.
Cc: Wilmington Files
Morehead Files
Respectfully yours,
W�
Bather Coats
Assistant Major Permits Coordinator
Nothing Compares%. _
RECEIVED
MAR 2 8 2016
DCM- MHD CITY
Stye of North Carolma I Environmental Q(JEAY I Coastal Mmagement
127 Cardinal Drive Ed., Wt7mington, NC 29405
910-796-7215

�i
Coastal Management
ENVIRONMENTAL QUALITY
March 23, 2016
Ms. Emma Currigan
7036 Aidie Oaks Lane
Wilmington, NC 28403
Dear Ms. Curtigan:
PAT MCCRORY
Gowmor
DONALD R. VAN DER VAART
smwy
BRAXTON DAVIS
puecmr
This letter is in response to your correspondence, which was received by the Division of Coastal Management on
October 27, 2014, regarding your concerns about the proposed development by the Dockside Restaurant, at 1308
Aidie Road, adjacent to the Atlantic Intracoastal Waterway (AIWW), in Wilmington, New Hanover County. The
proposed project consisted of replacing an existing bulkhead, constructing additional buildings, and reconfiguring the
existing docking facility. The proposed project has been modified to only replace the bulkhead and reconfigure the
ramp access to the docking facility and has been determined to comply with the Rules of the Coastal Resources
Commission. As such, a permit has been issued to authorize the development. I have enclosed a copy of the permit
and revised plans.
If you wish to contest our decision to issue this permit, you may file a request for a Third Party Appeal. The Chairman
of the Coastal Resources Commission will consider each case and determine whether to grant your request to file for
a Contested Case Hearing. The hearing request must be filed with the Director, Division of Coastal Management, in
writing and must be received within twenty (20) days of the disputed permit decision. Please contact me at (910) 796-
7302 if you would like me to send you the applicable fortes and instructions that must be filed prior to that deadline or
if you have any additional questions. Alternatively, the forms can also be found on our website.
Cc: Wilmington Files
Morehead Files
Respectfully yours,
Cc7r3cc3
Heather Coats
Assistant Major Permits Coordinator
Nothing Compares'
RECEIVED
MAR 2 8 2016
DCM- MHD CITY
State of North Carolina I Ewiroomeatal Quality I Coastal mwagemmt
127 Cmdiaal Driw Ern, Wilmington, NC 29405
910-796-7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Dockside Restaurant & Bar WB, LLC c/o Doug Leech
2. LOCATION OF PROJECT SITE: 1308 Airlie Road, in Wilmington, New Hanover County.
Photo Index - 2006: 22-7424 H-J, 15 2000: 22-273 H-J, 15 1995: 22-255 H-J, 13
State Plane Coordinates- X:2357977 Y:171531
Latitude:34°12'55.94"N Longitude:77°48'57.66"W
3. INVESTIGATION TYPE: CAMA / D & F ROVER FILE 0-0122112A
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit—12/22/2013 and 11/12/2014
Was Applicant Present — Yes and agent, No
5. PROCESSING PROCEDURE: Application Received—11/07/2014 (completed)
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — City of Wilmington
Land Classification From LUP - Conservation
(B) AEC(s) Involved: EW, PTA, ES
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — CFPUA
Planned — N/A
(F) Type of Structures: Existing — Restaurant, uncovered and covered decking, bulkhead and rip -rap, timber
breakwater, parking lot, underground storage tanks and floating dock system
Planned — New bulkhead, building, aboveground fuel tanks and floating
docks
Source - N/A
(G) Estimated Annual Rate of Erosion: N/A Source — N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Coastal Wetlands
B Open water
2,360 sq. ft.
4,725 sq. ft.
(C) Other (Highground redevelopment)
—10,000 sq. ft.
(D) Total Area Disturbed: 17,085 sq. ft. (0.39 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a new bulkhead waterward of existing bulkhead, construction of
additional buildings and reconfigure existing docking facility at an existing commercial waterfront restaurant.
RECEIVED
NOV E47"
DCMAft CRV

Dockside Restaurant & Bar WB, LLC c/o Doug Leech
Page 2
W
9. PROJECT DESCRIPTION
The project site is located at 1308 Aidie Road in Wilmington, New Hanover County. To locate the project site from the WiRO take
US Hwy 74(76 towards Wrightsville Beach. Turn right onto Aidie Road just before the drawbridge to Wrightsville Beach and travel
approximately 0.1 mile until you reach the property of interest, which will be located on the left. The property is located at the
confluence of the AIWW and Motts Channel within Greenville Sound.
The project site is adjacent to residential properties. The property is approximately 1.9 acres in size, which is located on the east
and west side of Aidie Road and has an average elevation of approximately 5 feet above mean sea level. Highground development
on the project site includes a commercial restaurant business (dba Dockside Restaurant), which includes single and two story
buildings, uncovered and covered decking, second level deck, timber bulkhead and rip -rap for shoreline stabilization, timber
breakwater, concrete and gravel parking lots, underground storage tanks (USTs) and a floating dock system fortransient docking
with fuel dispenser. The current configuration of the existing floating dock system does not conform with the US Army Corps of
Engineers 80' setback requirement from the AIWW channel nor the adjacent 15' riparian corridor setback requirement. The entire
project site has approximately 227 linear feet of shoreline frontage stabilized by an aging timber bulkhead and rip -rap under the
existing decking and building. The mean high water (MHW) boundary ranges from approximately 8' to 20' under the existing
decking, aforementioned. Upland vegetation consists of ornamental landscaping. There is a narrow fringe of coastal wetlands
along the southern end of the property, which consists primarily of Smooth Cordgrass (Spartina aMemiffora) (See Sheets 1 and 2
of 8 and Project Narrative).
The previous owners (Airlie Capital Corp. c/o J.W. Holman) obtained State Permit No. 77-85 on May 31,1985, which authorized
the construction of the open decking and existing breakwater underthe decking to accommodate an existing restaurant dba A.W.
Shucks. The previous owners (Wrightsville Terminal Inc.) obtained State Permit No. 20-89 January 31,1989 for construction of the
open water marina to also accommodate A.W. Shucks restaurant. It was stated in the biological investigation report that the
northern end of the property was the location of the old Aidie boat -ramp, which the open deck was constructed over. Remnants of
the old boat -ramp still remain. It appears the upland development was authorized for the existing non -water dependent structures
partially located over Public Trust Areas prior to the Coastal Shoreline AEC 30' Buffer rules.
The New Hanover County and the City of Wilmington 2006 Joint Land Use Plan classifies adjacent waters and high ground area of
project site as Conservation. There are no known archaeological sites located in the project vicinity. The waters of the AIWW and
Motts Channel are classified SB by the Division of Water Resources. They are NOT designated as a Primary Nursery Area (PNA)
by the N.C. Division of Marine Fisheries and they are CLOSED to the harvest of shellfish.
PROPOSED PROJECT:
The applicant proposes to construct a new bulkhead waterward of existing bulkhead, construction of additional buildings and
reconfigure existing docking facility at an existing commercial waterfront restaurant.
Shoreline Stabilization- The application states that due to the deterioration of the existing timber bulkhead and the foundation of
the existing building and decking, and to minimize the project impact on operations (economic loss foremployerand employees), a
new steel or concrete bulkhead would be located 2' waterward of the existing uncovered decking of the outdoorseating area. The
new bulkhead would average approximately 1 0'waterward of the MHW boundary. Due to the location of the MHW boundary along
the northern end of the building under the existing decking, the proposed bulkhead would be approximately 17' waterward of the
MHW boundary in the location of the remnant boat -ramp, aforementioned. The area behind the proposed bulkhead would be filled
to final grade (-5' in height) with dean sand and remain pervious. The application states that the existing decking would be
removed and then replaced in the same footprint once the new bulkhead and foundation work is completed (See Sheets 2
through 5 of 8 and Project Narrative).
Upland Development- The applicant proposes to construct two (2) new second story buildings, one on the northern end and one
on the southern end of the property along the waterfront, which the application states would be located over existing impervious
area and approximately 28' in height. The proposed building on the southern end of the waterfront would be located over the
existing parking area in the location of the existing 2"d story deck and existing USTs, which both structures would be entirely
removed to allow forthe construction of this building. The proposed building on the northern end of the waterfront would be in the
same location of the existing single story building and awning over the existing outdoor seating area. Ea8figk 81i1g would also
include a stairwell and elevator shaft. NOV 2 4 1014
BCMYeHiB CITY

A,L,
Dockside Restaurant & Bar WB, LLC c/o Doug Leech
Page 3
The application also states that once the existing USTs are removed, a new above ground fuel storage tank (AST) with a 3,000
gallon capacity would be located on the northwestern portion of the property within the existing parking area. The application states
that parking modifications/expansions to satisfy local requirements will be necessary prior to the applicant obtaining a building
permit for improvements (See Sheets 3, 7 and 8 of 8 and Project Narrative).
Marina -The application states the existing floating dock system would be entirely removed and replaced, essentially within the
same footprint. Two (2) new gangway ramps would lead onto a new main floating dock, which would run parallel to the entire
shoreline, measuring approximately 214' in length and would range from approximately 6to 12' in width. Seven (7) floating finger
piers would extend perpendicular from this main floating dock, each ranging from approximately 25' to 45' in length by 4' to 8' in
width. An access floating dock would extend from the central location of the main floating dock towards the AIWW a distance of
approximately 75' in length by Fin width. There would be two (2) mooring pilings located between each finger pier for a total of
12. The access floating dock would terminate onto a floating dock, measuring approximately 178' in length by 8' in width, which
would run parallel to the shoreline, creating a "T-shaped" configuration. As stated, the new configuration would essentially replace
the existing docking facility's footprint. The application states the new configuration would continue to accommodate up to 22
transient vessels within water depth ranging from -3.5' to -7.3' @ mean low water (MLW). The application states that the fueling
dispenser and pump -out facility would continue to be located on this floating dock (See Sheet 6 of 8 and Project Narrative).
A scoping meeting was held at the WiRO on April 22, 2014 to discuss this project with the interested state, federal and local
agencies along with the applicant and acting agent.
10. ANTICIPATED IMPACTS:
The proposed new bulkhead would result in the filling of a total of approximately 2,360 sq. ft. of Public Trust and Estuarine Waters;
however, this area is currently usurped with the existing pilings to the deck area and concrete rubble associated with the existing
foundation of the restaurant building. The new bulkhead would average approximately 10' waterward of the MHW boundary. Due
to the location of the MHW boundary along the northern end of the building under the existing decking, the proposed bulkhead
would be approximately 17' waterward of the MHW boundary which is in the location of the remnant boat -ramp. The proposed new
floating docks would incorporate approximately 4,725 sq. ft. of Public Trust Area and Estuarine Waters; however, this too is
currently usurped by the existing floating dock system. The new configuration would continue to accommodate up to 22 transient
vessels within water depth ranging from -3.5' to -7.3' @ MLW. The proposed new docking facility would extend approximately 114'
into a waterbody measuring approximately 457' across; however, the proposed floating docks replacement would continue to
encroach into the USACE AIWW setback requirement, but would not exceed the existing footprint or the established pier length
along this section of the AIWW. The proposed floating docks appear to encroach into the adjacent 15' riparian corridor setback
requirement. The proposed development of the new building on the southern end of the property would be located over existing
impervious area currently consisting of a parking area. The proposed new building located on the northern end of the property
appears to be located within an area currently consisting of impervious areas. The proposed new buildings would be approximately
28' in height, which could impact the view of Greenville Sound from residential properties located on the western side of Airlie
Road. The proposed removal of the existing USTs and the construction of new AST would also be located over existing impervious
areas. The proposed development would not impact existing coastal wetlands currently located on the southern end of the
property. Minor increases in turbidity should be expected during construction.
RECEIVED
Nnv 2 4 gnu
DCM-MHD CITY
Submitted by: Robb Mairs Date:11/19/2014 Office: Wilmington

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS RECEIVE 69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
APR 06 2016
REPLY TO
ATTENnONOF: April 1, 2016
DCM- MHD CITY
Regulatory Division
Action ID No. SAW-2014-002306 and State Permit No. 40-16
Dockside Restaurant & Bar, WB, Inc.
Attn: Mr. Doug Leech
1308 Airlie Road
Wilmington, North Carolina 28403
Dear Mr. Leech:
Through coordination with the North Carolina Division of Coastal Management, we have
learned of your request to reconfigure a dock, bulkhead and other structures and uses located in
or over the water at 1308 Airlie Road, adjacent to the AIWW, in Wilmington, New Hanover
County, North Carolina. Coordinates are: 34.21558 N,-77.81579 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, previous
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.
Your work is authorized provided it is accomplished in strict accordance with your
submitted plan, the enclosed general and special conditions. Please be advised that this permit
does not authorize work on structures that are currently in violation of our Civil Works setback
policy.
Please read the enclosed permit to prevent an unintentional violation of Federal law. As
this Department of the Army regional general permit does not relieve you of the responsibility to
obtain any other required approvals, you should contact appropriate State and local agencies
before beginning work.
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.

V
Special Conditions
Dockside Restaurant & Bar, WB, Inc.
c/o: Mr. Doug Leech
SAW-2014-02306
1. In order to further protect the endangered West Indian Manatee, Trichechus manatus,
the applicant must implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and
strictly adhere to all requirements therein. The guidelines can be found at
htto://www.fws.gov/ne-es/Mammal/manatee addelines.pdf.
2. Dredging is not authorized.
3. 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].
4. All work authorized by this permit must be performed in strict compliance with the
submitted plans received on 22 March, 2016, 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.
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. 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.
7. 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.

If
RECEIVED
APR 06 2016
DCM- MHD CITY
8. 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.
9. 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.
10. 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.
11. 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.
12. 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).
13. 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.
14. 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.

15. 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 pemuttee's discovery of the violation.

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT: Dockside Restaurant & Bar WB, LLC COUNTY: New Hanover
PROJECT NAME: Dockside Renovations and BH Project
LOCATION OF PROJECT:1308 Airlie Rd., adjacent to the AIWW, in Wilmington
DATE APPLICATION RECEIVED COMPLETE BY FIELD:11-7-14
FIELD RECOMMENDATION: Attached: YES
CONSISTENCY DETERMINATION: Attached: n/a
FIELD REPRESENTATIVE: Maus o
DISTRICT MANAGER REVIEW:
B) DATE RECEIVED BY MAJOR PERMITS UNIT:
PUBLIC NOTICE RECD: 11-23-14
ADJ. RIP. PROP NOTICES RECD:kOeaVLT%*JS
APPLICATION ASSIGNED TO 2i
C) 75 DAY DEADLINE:
MAIL OUT DATE:11-20-14
FEDERAL DUE DATE:
To Be Forwarded: n/a
To Be Forwarded: n/a
DISTRICT OFFICE: WILMINGTON
FEE RECD: 400
END OF NOTICE DATE: 12-14-14
DEED RECD.•
ON: 1 2
150 DAY DEADLINE:
STATE DUE DATE: 12-14-14
FED COMMENTS REC ):
PERMIT FINAL ACTION: ISSUE DENY DRAFT ON
AGENCY
DATE
OBJECTIONS:
NOTES
y
O tGT10og 1LK
COMMENTS
YES NO
StsrvVr6L.
RETURNED
Coastal Management - Regional Representative
Coastal Management - LUP Consistency
��2Zn S
✓
Division of Community Assistance
Z_ t- t4
V,
Land Quality Section (DEMLR)
12 -,. - I K
Division of Water Resources (401)
1z-s3-14
✓
1°h1YpP/;C-11.T1
Storm Water Management (DE?")
12--4
StatePropertyOffice.
ec-ele'r
Division of Archives & History
Division of Environmental Health
Division of Highways
v
Wildlife Resources Commission
Iz - is -14
RECENED
Local Permit Office
NOV 2 4 20
Division of Marine Fisheries / DCM
BCt01-N11iDC71Y
Corps of Engineers
�W•y i1 7�14
(t sT s +Y

to
Recommendations for State Permit — Dockside Restaurant & Bar WB, LLC do Douo Leech 11/19/2014
It is the staffs recommendation that the shoreline stabilization along this site on the waterfront waterward of an existing structures are
CONSISTENT with the Rules of 15 NCAC 7H.0208 (b) (7) (D)(ii) Use Standards for Bulkheads and Shore Stabilization Measures, which
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". The proposal does seem to be excessive, however it appears through on -
site visits, review of historical aerial photography and permit history thatthe majority of the impacts for these proposed structures along the
waterfront would be located along a shoreline currently usurped by existing structures.
It is the staffs recommendation that the proposed upland development along this project site along the waterfront of Airlie Road is
CONSISTENT with the Rules of 15 NCAC 7H.0209 for redevelopment of existing impervious areas.
It is staffs recommendation thatthe proposal to replace the existing marina is CONSISTENT with the Rule in 15 NCAC 7H.0208 (b) (5) and
15 NCAC 7H.0208 (b) (5) (M) which states "marinas shall post a notice prohibiting the discharge of any waste from boat toilets and listing
the availability of local pump -out services.' As proposed the applicant would display "no sewage discharge" signage at both ends of the
main spine floating dock and a "pump -out available" signage located adjacent to the pump -out facility.
It is the staffs recommendation that the proposal to replace the existing marina is CONSISTENT with the Rules of 15 NCAC 7H.0207 (d)
Use Standards for Public Trust Areas.
It is the staffs recommendation the replacement of the existing floating docks would continue to provide public transient docking space for
up to 22 vessels. It appears that the project is CONSISTENT with the use standards set forth in NCAC 07H .0208(b)(6), including the
width rule; however, it appears the project is INCONSISTENT with NCAC 07H .0208 due to the proposed new docking system encroaching
into the USACE AIWW setback requirement; however, the new facility would not encroach any further into the setback than the existing
configuration as it currently remains. The proposed new docking system also appears to encroach into the adjacent 15' riparian corridor
setback requirement. If the USACE does not object and if the applicant is able to obtain a waiver from the adjacent property owners for the
encroachment of the proposed structures, then this office would have no objections to this proposal, it is recommended that any permit
issued should include the following conditions:
1. In order to protect water quality, runoff from the construction must not visibly increase the amount of suspended sediments in adjacent
waters. A sift fence or berm must be installed and inspected by Division of Coastal Management personnel prior to commencing any
dredging work.
2. The permittee will maintain the authorized work in good condition and in conformance with the terms and conditions of this permit. The
permittee is not relieved of this requirement if he abandons the project without having the permit transferred to a third -party.
3. No sewage, whether treated or untreated, shall be discharged at any time from any boats using the marina/docking facility. Any sewage
discharge at the marina/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.
4. 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, may become a permanent part of this marina/docking
facility without permit modification. No non -water dependent uses of structures maybe conducted on, in or over public trust waters without
permit modification.
5. The permittee will maintain the authorized work in good condition and in conformance with the terms and conditions of this permit. The
permittee is not relieved of this requirement if he abandons the permitted activity without having it transferred to a third party.
RECEIVED
Continued recommended conditions on next page
NOV 2 4 ?me
DCM-MHD COY

Ak-
6. This permit does not authorize the interference with any existing or proposed Federal project, and the permittee will not be entitled to
compensation for damage to the authorized structure or work, or injury which may be caused from existing or future operations undertaken
by the United States in the public interest.
7. The alignment of the authorized bulkhead must be staked by a representative of the Division of Coastal Management within a maximum
of 30 days prior to the start of construction. Failure to initiate construction within 30 days, or erosion of the shoreline by adverse weather
conditions will require the alignment to be restaked by DCM within a maximum of 30 days prior to the new expected start of construction.
8. The bulkhead must be constructed prior to any backfilling activities.
9. The bulkhead must be structurally tight so as to prevent seepage of backfill materials through the structure.
10. The bulkhead must be solid and constructed of treated wood, concrete slabs, metal sheet piles or other suitable materials approved by
department personnel. No excavation is permitted except for that which maybe required for the construction of the bulkhead wall, dprap,
deadmen cables, etc. This permit does not authorize any excavation waterward of the approved alignment.
11. The fill material will be clean and free of any pollutants except in trace quantities. Metal products, organic materials, or unsightty debris
will not be used.
12. All backfill material will be obtained from a high ground source and confined behind the permitted bulkhead.
13. 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.
14. In order to protect water quality, runoff from the construction must not visibly increase the amount of suspended sediments in adjacent
waters.
15. Any building constructed shall comply with the North Carolina Building Code and the local flood damage prevention ordinance as
required by the National Flood Insurance Program,
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.
RECENED
NOV 24 7M&
Dem-t*o Cin'

91
MEMORANDUM
To: Doug Huggett
From: Michael Christenbury, Wilmington District Planner
Subject: Consistency Determination, Major Permit Application, —Dockside
Restaurant and Bar, 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 construct a new bulkhead waterward of the existing bulkhead,
construction of additional buildings and reconfigure existing docking facility at an
existing commercial waterfront restaurant at 1308 Airlie Road in Wilmington, New
Hanover County.
Areas of Environmental Concern (AFC's) impacted by the proposal are EW, ES and
PTA. Waters at the project site are classified as SB and are not open to the harvesting of
shellfish. The area is not 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

r
NCDENR
% North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
November 20, 2014
Division of Coastal Management
MEMORANDUM:
TO: Mark Zeigler
WiRO
Division of Community Assistance
John E. Skvarla, III
Secretary
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA /-Dredge & Fill Application Review
Applicant: Dockside Restaurant & Bar WB, LLC
Project Location: 1308 Airtie Rd., adjacent to the AIWW, in Wilmington, New Hanover County
Proposed Project: to replace the existing bulkhead, construct additional buildings, and reconfigure
the existing 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 December 14, 2014.
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.
A 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 NV v' 9- 'aA �/t DATE
12-- f•I9
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] \ FAX: [phone]Internet www.nccoaslalmanaoement.nel
An Equal Oppoaun!ry APnnadve Action Employer

t4-
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory RECEIVED John E. Skvarla, III
Governor Secretary
DEC 0 2 2014
November 20, 2014 Ecru-m"Pe'n
Division of Coastal Management
MEMORANDUM:
Noy ? TO: Dan Sams ?01¢
District Manager
DEMLR - WiRO
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Dockside Restaurant & Bar WB, LLC
Project Location: 1308 Airlie Rd., adjacent to the AIWW, in Wilmington, New Hanover County
Proposed Project: to replace the existing bulkhead, construct additional buildings, and reconfigure
the existing 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 December 14, 2014.
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 ydod
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] \ FAX: [phone] Intemet www nccoastalmanaQement.net
An Equal opportunity \ Affirmative Action Employer

®WA �/1W/S
NCDENR
Pat McCrory North Carolina Department of Environment and Natural Resources
Governor John E. Skvarla, III
Secretary
November 20, 2014
Division of Coastal Management ¢�
MEMORANDUM:
TO: Chad Coburn NOV 2 0 2014
401 Wetlands
DWR - WiRO
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Dockside Restaurant & Bar WB, LLC
Project Location: 1308 Airlie Rd., adjacent to the AIWW, in Wilmington, New Hanover County
Proposed Project: to replace the existing bulkhead, construct additional buildings, and reconfigure
the existing 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 December 14, 2014.
If you have any questions regarding the proposed project, contact Robb Mairs at [phone]
when appropriate, in depth comments with supporting data is requested.
CFO/ w6t( cup men ,a/71y c<<
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 /d-t�—�<</
ECEIVED
DEC 2 8 7014
rJl!KA Wow w1"
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wiminglon, NC 28405
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanagement.net
An EQLW Opportaty \ Affimfive Action Employer

A47A
NWENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
December 17, 2014
Dockside Restaurant & Bar WB, LLC
Mr. Doug Leech
1308 Airlie Road
Wilmington NC 28403
John E. Skvada, III
Secretary
New Hanover County
DWR Project #: 14-1251
Subject Property: Dockside Restaurant Bulkhead Improvements — Wilmington
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Leech,
You have our approval, in accordance with the attached conditions to replace an existing bulkhead
and reconfigure an existing docking facility as described in your application received by the N.C.
Division of Water Resources (DWR) on November 21, 2014. 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 (GP291) 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: h!W://portal.nodenr.ory/web/wqLsmp/ws/401/certsandMnnit .
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.
4,o
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Off, Phone: 91479E-721511ntemet: www.nedenr.gov
An Equal oppaWnity i ARrmebn Action Employer- Made in pert by recycled paper
0 1(c-

Z_
Dockside Restaurant Bulkhead Improvements
New Hanover County
2014-1251
ar
The Additional Conditions of the Certification are:
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:
Type
Amount Approved This Version
Plan Location or Reference
nits
Open Waters (Fill)
2,360 square feet (0.054 acres)
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.
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.
RECEIVED
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters DEC. 2 3 my
DEM-MHD C17V
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

3 1�
Dockside Restaurant Bulkhead Improvements
New Hanover County
20:y1251
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:OOam and 5:OOpm, 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
Dockside Restaurant Bulkhead Improvements
New Hanover County
2014-1251
4-
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.
Sincerely,]
T :gtRegion Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDENR
Enclosures: Certificate of Completion
GC 3900
cc: Gary Greene — Gary Green Engineers, P.O. Box 9921, Raleigh, NC 27624-9213
Jonathan Howell — DCM Morehead City
Robb Mairs — DCM Wilmington
Tyler Crumbley — USACE Wilmington Field Office RECEIVED
Karen Higgins — 401 and Buffer Permitting Unit
DEC 2 3 1014
wino
DEM-MMD Cay

c,
J
DWR Project No.:
Applicant:
Project Name:
Certification of Completion
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: VaCENED
1, , 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
1, , 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 Pennittee 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: Registration No. Date

i�-
r
NCDENR
North Carolina Department of Environment and
Pat McCrory
Governor
November 20, 2014
Division of Coastal Management
MEMORANDUM:
TO: Georgette Scott
Stormwater Section
DEMLR - WiRO
RECEIVED
DEC 0 2 109
Natural Resources
eeWOMHF-, etry
John E. Skvarla, III
Secretary
R
NOV 2 0 2014
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Dockside Restaurant & Bar WB, LLC
Project Location: 1308 Airlie Rd., adjacent to the AIWW, in Wilmington, New Hanover County
Proposed Project: to replace the existing bulkhead, construct additional buildings, and reconfigure
the existing 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 December 14, 2014,
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.
---i,efhis 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. Division of Coastal Management
127 Cardinal Dore Ext., Wilmington, NC 28405
Phone: [phone] \ FAX: [phone] Internet: www.ncDoastaimanagement.net
An Eq" Oppa mly \ AKimahve Actm Emooyer

Ak
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
December 3, 2014
Mr. Doug Leech
Dockside Restaurant & Bar WE, LLC
1308 Arlie Road
Wilmington, NC 28403
Subject Request for State Stormwater Management Permit Application
Dockside Bulkhead and Improvements
Stormwater Project No. SW8141203
New Hanover County
Dear Mr. Leech:
John E. Skvarla, III
Secretary
The Wilmington Regional Office received notification that the subject proposed contains more than 10,000 square feet of new
built -upon area. The North Carolina Administrative Code requires any project that proposes more than 10,000 square feet of
new built -upon area, or is part of a larger common plan of development, or that must receive Sedimentation and Erosion
Control Plan approval for the disturbance of more than 1 acre, or that must receive a CAMA Major permit, to apply for and
receive a Stormwater Management Permit from the Division of Energy, Mineral and Land Resources. Please understand
that the NPDES 010000 Federal Construction Stormwater Permit that is issued with the Erosion Control Plan approval letter is
NOT the same as a Coastal Stormwater Management Permit. Any construction on the subject site, prior to receipt of the
required Coastal Stormwater perndt, will constitute a violation of 15A NCAC 2H.1000 and may result in appropriate
enforcement action by this Office.
Therefore, either a Stormwater Permit Application Package including 2 sets of plans, completed application form, fee, and
supporting documentation, or a written response regarding the status of this project and the expected submittal date, must be
received in this Office no later than December 3, 2014. Failure to respond to this request may result in the initiation of
enforcement action, and construction may experience a subsequent delay. If the project is located within the jurisdiction of any
local government holding an NPDES post -construction stormwater permit issued by the Division of Energy, Mineral and Land
Resources, please contact that unit of local government and submit the stormwater application to them.
Please reference the Project Number above on all correspondence. If you have any questions, please call me at (910)-
796-7343,
Sincerely,
Ck'� Zug
Linda Lewis
Environmental Engineer III
GDSIad: G:1WQ1Shared\Stomrwater\Pennits & Projects12014\141203 Registered \2014 12 reki_swapp 141203
cc: Gary Greene; Gary Greene Engineers
New Hanover County Bkuldin Inspections
City of Wilmington — NPDES Post -construction Stormwater
Division of Coastal Management RECEIVED
Wilmington Regional Office Stormwater File
DEC 18 2P
DCMadHD CITY
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • (910) 796-72151 Fax: [phone]

RECEIVED
DEC 18 yme
DEW-MHD CITY

Ddr-
North Carolina
Department of Administration
Pat McCrory, Governor
Bill Daughtridge, Jr., Secretary
November 24, 2014
To: Jonathan Howell
Assistant Major Permits Coordinator
From: Joy Wayman
Real Property A
Re: CAMA /DREDGE Permit Application Review
Applicant: Dockside Restaurant & Bar WB, LLC
1308 Airlie Road
State Property Office
Reply: The project may require a Submerged Land Easement provided that it is confirmed that
the applicant is a riparian fee owner, can qualify for a submerged lands easement and provided that the
project is not within the USACE AIWW 1000'easement area.
RECEIVER
DEC 12 7"
E3EM-MM��;FlMUr
MailingAddiess: Telephone [phone] Location:
1321 Mail Service Center Fax [phone] West Jones Street
Raleigh, N.C. 27699-1321 State Cotuier #52-71-78 Raleigh, North Carolina
An Equal opportunity / Affirmative Action Employer
Web: http://w .ncspo.org

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
RECEIVED
November 20, 2014
Division of Coastal Manaoement
MEMORANDUM: DOA
STATE PROPERTY
OFFICE
TO: Tim Walton
Dept of Administration
State Property Office
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, INC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Dockside Restaurant & Bar WB, LLC
Project Location: 1308 Airlie Rd., adjacent to the AIWW, in Wilmington, New Hanover County
Proposed Project: to replace the existing bulkhead, construct additional buildings, and reconfigure
the existing 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 December 14, 2014.
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
SIGNED
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
DATE
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] \ FAX: [phone] Internet: www.ncooastalmanaaement.net
RECEIVED
DEC 12 1074
An Equal Opportunity \ Aflinnative Acrim Empoyer

RECEIVEC
DEC 1 9, "

PV
z�'
11
M01111111
FOR REGISTRATION REGISTER OF DEEDS
REBECCA P SMITH
NEW HANOVER COUNTY. NO
2006 SEP 07 04:52:40 PM
BK.5076 PGA29-0 RE:S2 A
NOW t 2M
R05718--008-004-000 R05718-008-008-000
Excise Tax: S 0.00 R0517a&-I900 205718-009-020-000
WITHOUT OPIlQION ON TITLE
Prepared by: Janet Russell Smith, VP, Statewide Title Exchange Corporation, sole
abmberbanager of STEC No. 06-2854, LLC
Mail After Recording to: Douglas Fox
Yaw, Fox, & Mannen, LLP
102 N. Fiflb Ave.
Wihrrington, NC 29401
Brief Description for the Index: 1306 & 1303 Airlle Road, Wilminttoa. NC 28403
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this 05 day of September, 2006, by and between STEC No. 06-2854, LLC Grantor and Dockaide
WB Invesmrents, LLC.
STEC NO.06-2854, LLC,
A North Carolina Limited
Liability Company
GRANTEE
Dockside WB Investments, LLC
1900 Eastwood Road, Ste 11
Wilmington NC 28403
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.
RECEIVED
DCM WILMINGTON, NC
OCT 13 2014
RECEIVED
DEC 12 2014
tJt`MN=NMP,li lYNB
err• 10 . b -j

WITNESSETH:
THAT said GRANTOR, for a valuable consideration paid by the GRANTEES, the receipt of
which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto
the Grantees, their heirs and assigns, in fee simple, all its interest in that certain lot or parcel of land
situated in New Hanover COUNTY, NORTH CAROLINA, and more particularly described as
follows:
SEE ATTACHED EXHIBIT "A"; and also being that same property conveyed
to Grantor recorded in Deed Book 4"5 at Page 245, New Hanover County
Register of Deeds.
TO HAVE AND TO HOLD the above described tract or parcel of land, together with all
privileges and appurtenances thereunto belonging, unto the said Grantees, their heirs and assigns, to
the only use and behoof of Grantees and their said heirs and assigns, FOREVER.
AND said Grantor covenants to and with said Grantees that it is seized of the property in fee
simple, and has the right to convey the same in fee simple; that the title is marketable and free and
clear of all encumbrances except deeds of trust of record which are conveyed herewith, and that it
does hereby and will forever warrant and defend title to the same against the lawful claims of all
persons whomsoever EXCEPT for the exceptions hereinafter stated. RECEIVED
2006 ad valorem taxes, if any now due and payable; and all future years. DEC 1 2 7`1
Restrictive covenants, reservations, restrictions, easements, right-of-way agreements,
and any other reservations applicable thereto of record in New Hanover County.
All zoning ordinances and other land use regulations applicable thereto RECEIVED
2
DCM WILMINGTON. NC
O C T 13 2014

THIS CONVEYANCE is made in order to fully execute Grantor's obligations under a
Qualified Reverse Exchange Accommodation Agreement previously entered into with Grantees as
part of a reverse tax -deferred like -kind exchange, in which Grantor acquired this property in its
capacity as Exchange Accommodation Titleholder for Grantees.
IN TESTIMONY WHEREOF, said Grantor has caused this instrument to be executed, the day and
year first above written.
STEC NO.06-2854, LLC
Jpet Russell Smith, Vice President,
Statewide Title Exchange Corporation,
M4n4ger/Member of STEC No. 06-2854,
LLC
STATE OF NORTH CAROLINA
COUNTY OF ROWAN
I, V I M I rl i Ch INI Notary Public for said County and State, certify that
Janet R asell Smith personally came before me this day and acknowledged that he (or she) is
Vice President of Statewide Title Exchange Corporation, a corporation, sole member/manager of
STEC No. 06-2854, LLC and that he/she, as Vice President, being authorized to do so, executed
the foregoing on behalf of the corporation.
hand and notarial stamp or seal, this the J� day of Mb e t . 2006.
My commission expires: I Z— OZ ZO o-}
RECEIVED
DEC 12 20U RECEIVED
,,,,_,p, ,,!,DCM WILMINGTON, NC
OCT 13 2014

STATE OF NORTH CAROLINA
COUNTY OF
The foregoing (or annexed) Certificate(s) of
Notary(ies) Public is (are) Certified to be Correct.
This Instrument was filed for Registration on this Day of 2006,
in the Book and Page shown on the First Page Hereof.
Register of Deeds
RECENED
DEC ] Z M"
DCe-w+o Crry
RECEIVED
DCM WILMINGTON, NC
0 C T 13 2014

Lands of BHS Associates on Airlie Road, City of Wilmington, New Hanover County, North
Carolina
BEGINNING at a point in the western right of way line of Airlie Road (S. R. 1411) at an old "J"
stone, as shown on map of Airlie Place recorded in Map Book 26 at Page 169 of the New Hanover
County Registry; running thence from the point of beginning with property lines of Airlie Place,
Inc., North 43 degrees 33 minutes West 418.57 feet to an iron pipe; North 43 degrees 20 minutes
57 seconds West 137.65 feet to an old "C" stone; North 47 degrees 4 minutes 11 seconds West
34.44 feet to an iron pipe; and South 42 degrees 10 minutes 2 seconds West 40.70 feet to an iron
pipe in the northeastern property line of William 0. J. And Jocelyn S. Lynch (formerly
Ashworth); thence along Lynch's property lines South 42 degrees 14 minutes 5 seconds East
171.02 feet to an iron pipe; and South 42 degrees 12 minutes 59 seconds East 427.18 feet to an
"X" on a fence post concrete base in the western right of way line of Airlie Road; thence along the
western right of way line of Airlie Road and with another of Lynch's lines South 44 degrees 3
minutes 8 seconds West 52.55 feet to an old F. L. P. Stone; thence South 41 degrees 51 minutes
24 seconds East 40.51 feet to an iron pipe in the eastern right of way line of Airlie Road; thence
along the eastern right of way line of Airlie Road as it curves to the west a chord and distance of
South 55 degrees 1 minute West 115.40 feet to an iron pipe in a common property line with Gray
Gables, as shown on map recorded in Map Book 26, Page 130 of the New Hanover County
Registry; thence with property lines of Gray Gables South 41 degrees 36 minutes East 73.23 feet
to an iron pipe and South 41 degrees 36 minutes East 147.00 feet, more or less, to the Intracoastal
Waterway; thence along the Intracoastal Waterway North 51 degrees East 232 feet, more or less,
to a point that bears South 43 degrees 33 minutes East from the point of Beginning; said point
being in the property line of Seagate Office Park; thence with the property line of Seagate Office
Park North 43 degrees 33 minutes West 276 feet, more or less, to the point of Beginning. The
above described land being the same property described in deed recorded in Book 1287, Page 731
of the New Hanover County Registry.
RECEIVED
DEC 12 lox
DCM-MHD CITY
RECEIVED
DCM WILMINGTON, NC
O C T 13 2014

REBECCA P. SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
NNNNNY1Nfi1YNNNHIN}MiifHlHiHiHf4H11Y1f1H11NHNlHRNN1MNf11lNNilif f
Filed For Registration:
Book:
Document No.:
Recorder:
09/07/2006 04:02:40 PM
RE 5076 Page: 1429-1434
2006050945
DEED 6 PGS $26.00
CRESWELL,ANDREA
State of North Carolina, County of New Hanover
RECEIVED
DEC 12 7ma
DCM-w) c"
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2006050945* RECEIVED
2006050945 DCM WILMINGTON, NC
OCT 13 2014

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Dockside Restaurant & Bar WB, LLC c/o Doug Leech
2. LOCATION OF PROJECT SITE: 1308 Airlie Road, in Wilmington, New Hanover County.
Photo Index - 2006: 22-7424 H-J, 15 2000: 22-273 H-J,15 1995: 22-255 H-J,13
State Plane Coordinates- X:2357977 Y:171531
Latitude:34°12'55.94"N Longitude:77°48'57.66"W
3. INVESTIGATION TYPE: CAMA / D & F ROVER FILE 0-0122112A
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit—12/22/2013 and 11/12/2014
Was Applicant Present — Yes and agent, No
5. PROCESSING PROCEDURE: Application Received—11/07/2014 (completed)
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — City of Wilmington
Land Classification From LUP - Conservation
(B) AEC(s) Involved: EW, PTA, ES
(C) Water Dapende
(D) Intended se: Commercial
(E) Wastewater rea men : xisting — CFPUA
Planned — N/A
(F) Type of Structures: Existing — Restaurant, uncovered and covered decking, bulkhead and rip -rap, timber
breakwater, parking lot, underground storage tanks and floating dock system
Planned — New bulkhead, building, aboveground fuel tanks and floating_
docks
Source - N/A
(G) Estimated Annual Rate of Erosion: N/A Source — N/A
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED TO HER
(A) Coastal Wetlands
B Open water
2,360 sq. ft.
4,725 sq. ft.
(C) Other (Highground redevelopment)
—10,000 sq. ft.
(D) Total Area Disturbed:17,085 sq. ft. (0.39 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
PROJECT SUMMARY: The applicant proposes to construct a new bulkhead waterward of existing bulkhead, construction of
additional buildings and reconfigure existing docking facility at an existing commercial waterfront restaurant.
RECEIVED
DEC 12 2014
Dew -"MR P.17y

Dockside Restaurant & Bar WB, LLC c/o Doug Leech
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 1308 Aidie Road in Wilmington, New Hanover County. To locate the project site from the WiRO take
US Hwy 74176 towards Wrightsville Beach. Turn right onto Airtie Road just before the drawbridge to Wrightsville Beach and travel
approximately 0.1 mile until you reach the property of interest, which will be located on the left. The property is located at the
confluence of the AIWW and Molts Channel within Greenville Sound.
The project site is adjacent to residential properties. The property is approximately 1.9 acres in size, which is located on the east
and west side of Airlie Road and has an average elevation of approximately 5 feet above mean sea level. Highground development
on the project site includes a commercial restaurant business (dba Dockside Restaurant), which includes single and two story
buildings, uncovered and covered decking, second level deck, timber bulkhead and rip -rap for shoreline stabilization, timber
breakwater, concrete and gravel parking lots, underground storage tanks (USTs) and a floating dock system for transient docking
with fuel dispenser. The current configuration of the existing floating dock system does not conform with the US Army Corps of
Engineers 80' setback requirement from the AIWW channel nor the adjacent 15' riparian corridor setback requirement. The entire
project site has approximately 227 linear feet of shoreline frontage stabilized by an aging timber bulkhead and rip -rap under the
existing decking and building. The mean high water (MHW) boundary ranges from approximately 8' to 20' under the existing
decking, aforementioned. Upland vegetation consists of ornamental landscaping. There is a narrow fringe of coastal wetlands
along the southern end of the property, which consists primarily of Smooth Cordgrass (Spartina aRemiBora) (See Sheets 1 and 2
of 8 and Project Narrative).
The previous owners (Aidie Capital Corp. c/o J.W. Holman) obtained State Permit No. 77-85 on May 31,1985, which authorized
the construction of the open decking and existing breakwater under the decking to accommodate an existing restaurant dba A.W.
Shucks. The previous owners (Wrightsville Terminal Inc.) obtained State Permit No. 20-89 January 31,1989 foroonstruction of the
open water marina to also accommodate A.W. Shucks restaurant. It was stated in the biological investigation report that the
northern end of the property was the location of the old Aidie boat -ramp, which the open deck was constructed over. Remnants of
the old boat -ramp still remain. It appears the upland development was authorized for the existing non -water dependent structures
partially located over Public Trust Areas prior to the Coastal Shoreline AEC 30' Buffer rules.
The New Hanover County and the City of Wilmington 2006 Joint Land Use Plan classifies adjacentwaters and high ground area of
project site as Conservation. There are no known archaeological sites located in the project vicinity. The waters of the AIWW and
Motts Channel are classified SIB by the Division of Water Resources. They are NOT designated as a Primary Nursery Area (PNA)
by the N.C. Division of Marine Fisheries and they are CLOSED to the harvest of shellfish. RECEIVED
PROPOSED PROJECT: DEC 12 701111
The applicant proposes to construct a new bulkhead waterward of existing bulkhead,. construction of adcI1tiAMdMdV1Jnd
reconfigure existing docking facility at an existing commercial waterfront restaurant.
Shoreline Stabilization- The application states that due to the deterioration of the existing timber bulkhead and the foundation of
the existing building and decking, and to minimize the project impacton operations (economic loss foremployerand employees), a
new steel or concrete bulkhead would be located 2' waterward of the existing uncovered decking of the outdoor seating area. The
new bulkhead would average approximately 1 0'waterward of the MHW boundary. Due to the location of the MHW boundary along
the northern end of the building under the existing decking, the proposed bulkhead would be approximately 17' waterward of the
MHW boundary in the location of the remnant boat -ramp, aforementioned. The area behind the proposed bulkhead would be filled
to final grade (-5' in height) with clean sand and remain pervious. The application states that the existing decking would be
removed and then replaced in the same footprint once the new bulkhead and foundation work is completed (See Sheets 2
through 5 of 8 and Project Narrative).
Upland Development- The applicant proposes to construct two (2) new second story buildings, one on the northern end and one
on the southern end of the property along the waterfront, which the application states would be located over existing impervious
area and approximately 28' in height. The proposed building on the southern end of the waterfront would be located over the
existing parking area in the location of the existing 2"d story deck and existing USTs, which both structures would be entirely
removed to allowfor the construction of this building. The proposed building on the northern end of the waterfront would be in the
same location of the existing single story building and awning over the existing outdoor seating area. Each building would also
include a stairwell and elevator shaft.

Dockside Restaurant $ Bar WB, LLC c/o Doug Leech
Page 3
The application also states that once the existing USTs are removed, a new above ground fuel storage tank (AST) with a 3,000
gallon capacity would be located on the northwestern portion of the property within the existing packing area. The application states
that parking modifications/expansions to satisfy local requirements will be necessary prior to the applicant obtaining a building
permit for improvements (See Sheets 3, 7 and 8 of 8 and Project Narrative).
Marina -The application states the existing floating dock system would be entirely removed and replaced, essentially within the
same footprint. Two (2) new gangway ramps would lead onto a new main floating dock, which would run parallel to the entire
shoreline, measuring approximately 214' in length and would range from approximately 610 12' in width. Seven (7) floating finger
piers would extend perpendicular from this main floating dock, each ranging from approximately 25' to 45' in length by 4' to 8' in
width. An access floating dock would extend from the central location of the main floating dock towards the AIWW a distance of
approximately 75' in length by 8' in width. There would be two (2) mooring pilings located between each finger pier for a total of
12. The access floating dock would terminate onto a floating dock, measuring approximately 178' in length by Fin width, which
would run parallel to the shoreline, creating a "T-shaped" configuration. As stated, the new configuration would essentially replace
the existing docking facility's footprint. The application states the new configuration would continue to accommodate up to 22
transientyessels within water depth ranging from -3.5' to -7.3' @ mean low water (MLW). The applicationifialliesfiat the fueling
As -pen -se -rain pump -out facility would continue to be located on this floating dock (See Sheet 6 of 8 and Project Narrative).
A scoping meeting was held at the WiRO on April 22, 2014 to discuss this project with the interested state, federal and local
agencies along with the applicant and acting agent.
10. ANTICIPATED IMPACTS:
The proposed new bulkhead would result in the filling of a total of approximately 2,360 sq. ft. of Public Trust and Estuarine Waters;
however, this area is currently usurped with the existing pilings to the deck area and concrete rubble associated with the existing
foundation of the restaurant building. The new bulkhead would average approximately 10' waterward of the MHW boundary. Due
to the location of the MHW boundary along the northern end of the building under the existing decking, the proposed bulkhead
would be approximately 17' waterward of the MHW boundary which is in the location of the remnant boat -ramp. The proposed new
floating docks would incorporate approximately 4,725 sq. ft. of Public Trust Area and Estuarine Waters; however, this too is
currently usurped by the existing floating dock system. The new configuration would continue to accommodate up to 22 transient
vessels within water depth ranging from-35to -7.3' @ MLW. The proposed new docking facility would extend approximately 114'
into a waterbody measuring approximately 457' across; however, the pro ced floating docks replacement would continue tn
encroach into the USACE AIWW setback requirement, but would not exceed the existing footprint or the established pier length
g is ono . The proposed floating docks appear to encroach into the adjacent 15' riparian corridor setback
requirement. The proposed development of the new building on the southern end of the property would be located over existing
impervious area currently consisting of a parking area. The proposed new building located on the northern end of the property
appears to be located within an area currently consisting of impervious areas. The proposed new buildings would be approximately
28' in height, which could impact the view of Greenville Sound from residential properties located on the western side of Aicie
Road. The proposed removal of the existing USTs and the construction of new AST would also be located overexisting impervious
areas. The proposed development would not impact existing coastal wetlands currently located on the southern end of the
property. Minor increases in turbidity should be expected during construction.
RECEIVED
DEC 12 7014
DCM-MHD CITY
Submitted by: Robb Mairs Date: 11/19/2014 Office: Wilmington

RECEIVED
DEC l S 2M4
rp AW-MHD em

Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead Dockside Restaurant & Bar Wb, LLC
and Improvements on the Intracoastal Waterway in New Hanover County Wilmington, NC
Page 1 of 3
Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead and
Improvements on the Intracoastal Waterway in New Hanover County
This project consists of various tasks and the construction of the tasks will be phased in order to
complete the tasks while minimizing impact to operations at the facility. The following items are
proposed in this permit
INSTALLATION OF BULKHEAD ARQUND EXISTING WATERSIDE DECK
The deterioration of existing bulkheads underneath the decks has resulted in loss of foundation
support for the existing buildings. In addition, piling supporting the deck are experiencing
deterioration and the slope protection materials (concrete; rubble and miscellaneous materials) under
the deck under the deck on the south side of the site is not stable resulting in loss of soil material
along the slope. The substrate underneath the decks has some areas with significant concrete and
miscellaneous rubble deposits along with deterioration foundation remains.
In order to protect the existing building and deck foundations, a new bulkhead will be required along
the entire waterfront of the prevent further loss of soil materials. Due to existing rubble and
deteriorated remains on substrate along with desire to minimize project impact on operations
(economical loss for employer and employees), the new bulkhead is proposed to be placed within
2 feet of the edge of existing deck perimeter.
On the north side, minimal demolition of the deck is required to keep the new construction from
being located on adjacent property owners riparian line. Note that construction ofdocks by adjacent
property owner on the north side of the property were based on an extended property line which
results of these same structures being located with Dockside's riparian rights; however, no actions
are proposed by Dockside that would modify the adjacent property owner's infrastructure.
Construction of the bulkhead will consist of installing either concrete or steel sheeting. A limited
amount of sand fill will be placed behind the sheeting prior to installation of anchors and wale (or
anchor and concrete cap for concrete sheeting). Upon completion of the anchors and wale (or
anchor and concrete cap for concrete sheeting), fill will be placed to an elevation that is lower than
the top of new bulkhead wall and also below the existing timber decking and stringer. The majority
of fill will be covering miscellaneous rubble deposits along with deterioration foundation remains
in the intertidal zone and above mean high water. The substrate area below mean high water to be
cover by fill placement will be approximately 2360 square feet.
The project will result in storm water from the timber decking penetrating into the sand fill below
the deck in lieu of being deposited directly into the water below the deck. R E C E 1 V E SD
DOM WILMINGTON, NO
RELOCATION AND /OR REPLACEMENT OF EXISTING DOCKING STRUCTURES N 0 V 0 8 2014
The relocation and/or replacement of existing docking structures is necessary due to the installation
of the bulkhead. The proposed docks will result in no increase in the number of slips available and
will also provide a similar distribution of slips for similar boat lengths as existing. In order to
accommodate NC building requirements, modification to the gangways are required with one
gangway being ADA accessible along with appropriate landing areas at top and bottom of gangway.
RECEIVED
DEC 12 1m4
eem- MiD Ctry

Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead Dockside Restaurant & Bar Wb, LLC
and Improvements on the Intracoastal Waterway in New Hanover County Wilmington, NC
Page 2 of 3
One additional task with the docking facilities to relocate the fueling and pumpout equipment to a
dock closer to shore. New fueling equipment on the dock and from landside to the dock will be
provided with sumps, secondary containment and leak detection. A sump will be provided on land
at transition to over water with a electric solenoid valve that will prevent loss of fuel in lines in the
event of breakage or separation of waterside lines.
The installation of new or relocated docks will result in a similar footprint as existing docks and
similar offsets from adjacent riparian lines and adjacent docking facilities. However, the proposed
as well as the existing docks are within the required 15 feet offset from the riparian line; therefore,
approval for the docks within the 15 feet offset will be requested from adjacent riparian landowners.
Also the docks will not result in facilities being any closer to the federal channel.
REMOVAL OF EXISTING UNDERGROUND TANKS AND INSTALLATION ABOVEGROUND TANK
Replacement of fuel storage is proposed with a reduction in fuel storage to a total of 3000 gallon
capacity. It is proposed to remove the existing underground tanks; however, if the removal will
result in potentially damaging existing building structure foundations, abandonment of the tanks
with approval of permitting agencies may be pursued.
In lieu of installing the new fuel tank underground, a single above ground tank is proposed. The
tank will conform to UL 2085 listed "protected tank" with respect to fire and impactprotection. The
tank will be provided with two compartments to provide two different fueling products. The
anticipated tank size is 73 inches outside diameter with a length of 227 inches. The tank will be
provided with a saddle to allow anchorage to a concrete slab foundation that will be design to
prevent uplift of the tank during flooding. The tank is double walled to provide secondary
containment and the pumps are located on top of the tank resulting in the total height of the tank
components at less than 10 feet above grade.
Two new fuel lines from the tank to fuel dock will be provided with secondary containment and anti -
siphoning of the tank fuel. Note additional items above related to fueling facilities. RECEIVED
DEC 12 ]IIl1
CONSTRUCTION OF NEW SECOND STORY STRUCTURES AT NORTH AND SOUTH SIDES OF SITE
New building additions are proposed at both the north and south sides of the site with minimarm-m"o Cm
modifications at ground level other than access via elevator and stairwells which provide emergency
exits along with support columns. The amount of disturb surface is limited to installation of the new
structures at the ground surface and areas being converted to pervious landscaping. Columns for
the new structures will be placed on foundations within filled areas and are likely to consist of pile
foundations.
Via conversion of some existing impervious surfaces on the north side of the site, the construction
will result in no net increase (actually a decrease) in impervious surfaces at the site. Also the,
improvements will not require any modifications to surface drainage nor storm water structures and
piping. The location of the improvements on the ground surface will not impeded storm water flow.
Proposed screen walls on the south side around parking areas will have a gap at the bottom of the
wall to provide flow under the screen wall.
RECEIVED
DCM WILMINGTON, NC
Nov o 6 2014

Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead Dockside Restaurant & Bar Wb, LLC
and Improvements on the Intracoastal Waterway in New Hanover County Wilmington, NC
Page 3 of 3
The placement of the second story structures at the site will not be exclusive in the vicinity of the
project with regard to coastal vistas. A multistory building already exists on the Dockside property
and also exist on nearby properties as follows:
- north of the Dockside site, 3 story and 4 story structures encompass the property sites;
west of the Dockside site, a 3 story structure existing on opposite side of Airlie Road; and
-southwest of the Dockside site, multi -story residential structures exist west of Airlie Road.
As discussed in a scoping meeting for this project, parking modifications / expansion to satisfy
municipal requirements will be necessary prior to obtaining a building permit for improvements.
RECEWD
DEC 1 s Inv
0CM#H+D Cr"
RECEIVED
DCM WILMINGTON, NC
Nov 0 6 2014

61 J30
03N333b

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
9. Primary Applicant/ Landowner Information
Business Name
Dockside Restaurant & Bar Wb Lie
Project Name (if applicable)
Dockside Bulkhead and Improvements
Applicant 1: First Name
Doug
MI
Last Name
Leech
Applicant 2: First Name
MI
Last Name
ff additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1308 Airlie Road
PO Box
city ]State
Wilmington
NC
ZIP
2840.3
Country
Phone No.
910-256-2752 ext.
FAX No.
Street Address (if different from above)
city
Stale
ZIP
Email
2. Agent/Contractor Information
Business Name
-
Gary Greene Engineers
Agent/ Contractor 1: First Name
MI
Last Name
Gary
K
Greene
Agent/ Contractor 2: First Name -
MI
Last Name
Mailing Address
PO Box
City
State
PO Box 9921
Raleigh
NC
ZIP
Phone No. 1
Phone No. 2
27624 9213
919 - 855 - 8488 ext.
919 - 417 -1698 ext. RECE
FAX No.
Contractor#
DEC 12
919 882 9654
Street Address (if different from above)
City
State
ZIP
5832 Faringdon Place, Suite 2
Raleigh
NC
27609 -
Email
RECEIVED
[e-mail]
RPM WI
<Form continues on back> NOV 0 9 2014
ED
t CIIY
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
1308 Airlie Road
Subdivision Name
city
State
Zip
Wilmington
NC
28403-
PhoneNo.
Lot No.(s) (if many, attach additional page with list)
ext.
river basin is the project located?
b. Name of body of water nearest to proposed project
tracoastal Waterway
Bradley Creek and Motts Channel
FwhichNCC
r body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
❑Manmade ❑Unknown
Atlantic Ocean
d work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
❑No
work falls within.
Wilmington NC
4. Site Description
a. Total length of shoreline on the trail (ft)
b. Size of entire tract (sq.ft.)
227 It
83,635.2
C. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water leveo
(If many lot sizes, please attach additional page with a list)
4.8 ft NNHW or ❑NWL
e. vegetation on tract
Developed area landscaping
f. Man-made features and uses now on tract
Commercial Restaurant, timber bulkhead, parking area, docking facility
g. Identify and describe the existing land uses adlacent to the proposed project site.
Residential Condominium / Marina
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
Community Business
(Attach zoning compliance certificate, if applicable)
NYes []No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes NNo
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes NNo ❑NA
If yes, by whom? @PW-MHD
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑yes NNo ❑NA
National Register listed or eligible property?
REC:EIvCLv
<Form continues on next page> DCM WILMINGTON, NC
NOV 0 7 2014
rrY
252-808-2808 :: 1-888-4RCOAST :: www.nccaastalmanagement.net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ❑Yes ®No
(ill Are there coastal wetlands on the site? ❑Yes ®No
(III) If yes to either () or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
into municipal sewer
o. Describe existing drinking water supply source.
municipal water system
p. Describe existing storm water management or treatment systems.
existing drainage into 6" drain socks
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑PublidGovemment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Commercial Restaurant with both vehicular and marine vessel temporary parking
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.
Construction w ll utilize cranes (floating and land based), equipment for backfilling, mist for building construction. Storage of
equipment will either be on site or approved staging area
d. List all development activities you propose.
Installation of a steel or concrete bulkhead to encompass and timber dock structure; relocation / realignment of existing
floating docks; relocation / upgrade of existing marine fueling; replacement of underground fuel tanks with above gound
tank(s); and construction of building additions over existing features resulting in no net increase in impervious surfaces
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? 2314 ®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.
existing storm water features exist and will not be modified
RECEIVED
DEC 12 201
i. Will wastewater or stornwater be discharged into a wetland? []Yes ®No ❑NA DCM-MHD Cl
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 mitigation proposal.
roc -vim.. ,•
<Form continues on back> DCM WILMINGTON, NC
Nov 0 7 2014
252.808-2ao8 :: 1.888-4RCOAST :: www.necoastalmanagement.net

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6- Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to 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, dearly 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 Seagate Office Park UOA Inc Phone No.
Address PO Box 3448, Wilmington NC 28406 -
Name Terry & Margaret Turner Phone No. 919-256-1045
Address 1904 Eastwood Road #212, Wilmington NC 24403 -
Name Gray Gables Yacht Club HOA Phone No.
Address 3901 Oleander Drive, Wilmington NC 28403
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
DCM 20-89 Wrightsville Terminal Inc- modify existing dock
DCM 77-85 JW Holman, Aidie Capital - waterfront construction
h. Signed consultant or agent authorization form, if applicable. -
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10). if necessary. If the project involves ependlture
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land I
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 trtrthful to the best of my knowledge.
Date _October 3, 2014 Print Name _Gary K Greene RECEIVED
Signature DEC 18 7014
DCM-MHD CRY
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
RECEIVED
DCM WILMINGTON, NC
NOV 0 7 2014
252.808-2808 :: 1-888-4RCOAST :: www.necoastaimanagament.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
Width
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (S%
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
12. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area.
C. (i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(i) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB _
OWL ❑None
(i) Describe the purpose of disposal in these areas:
b. Dimensions of disposal area.
d. (i) Will a disposal area be available for future maintenance?
❑Yes []No ❑NA
(it) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA RECEIVED
(ii) If yes, how much water area is affected? DEC 12 jllt/
BeIV14A ,D Co
RECEIVED
DCM WILMINGTON, NC
Nov 0 7 2014
M4 0ti-2M :: t-88$-4RCOAST a www.nceoaatalman ment.rret revised: 12126f06

Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length: 282
®Bulkhead ❑Riprap ❑Breakwater/Sill []Other: _ Width: 8 to 9 inches
c. Average distance waterward of NHW or NWL: 8 to 17 ft with 1Z d. Maximum distance waterward of NIiW or NWL: 17
average
e. Type of stabilization material: f.
Steel or Concrete Sheet pile with anchors
g. Number of square feet of fill to be placed below water level.
Bulkhead badfill 2360 Ripmp
Breakwater/Sill Other
i. Source of fill material.
Approved borrow site
() 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.
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 sile? []Yes []No []NA b. 0). Will fill material be placed in coastal wetiands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iy) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV _ ❑SB
OWL ❑None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dmgline,
controlled? backhoe, or hydraulic dredge)?
All fill will be placed behind installed bulkhead crane with bucket and possibly conveyor to distribute
c. (i) Will navigational aids be required as a result of the project? d. () Will wetlands be crossed in transporting equipment to project
❑Yes ®No ❑NA _ site? []Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented. (I) If yes, explain steps that will be taken to avoid or minimize
environmental impacts. RECEIVED
DCM-MHD CITY
October 3, 2014 Gary K Greene
Date Applicant Name
Dockside Bulkhead & Improvements
Applicant Signature RECEIVED
Project Name DCM WILMINGTON, NC
NOV 072014
252.806-2806 :: 1.888-4RCOAST n www.neconstalmanag_ement.net revised: IZ/26106

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
Convert one story to two story & new 2nd story over existing
parking
c. Density (give the number of residential units and the units per
acre).
n/a
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(I) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ❑No NNA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking. .
redevelopment of existing no net increase
I. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
modification will result in no net increase
j. Describe proposed method of sewage disposal.
existing municipal sewer connection
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industriall
commercial effluent, 'wash down' and residential discharges).
no new discharges
b. Number of lots or parcels.
1
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
0 acres
f. List the materials (such as mad, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
existing is concrete and paver stone
h. Projects that require a CAMA Major Development Permit may also
require a Storrnwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes []No NNA
(it) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes NNo ❑NA
If yes, attach appropriate documentation.
RECENED
m.. Does the proposed project include an innovative stormwater
design? DEC 12 2nu
[]Yes []No NNA
If yes, attach appropriate documentation. lXW-MH@ eqv
RECEIVED
DCM WILMINGTON, NC
NOV 0 i 2014
252.808-28082 :: 1.888.4RCOAST :: www,nccoagtalmangemeM.net revised: 12:'26to6

Forth DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Municipal water system
o. When was the lot(s) platted and recorded?
deed is included in application
October 3, 2014
Date
Dockside Bulkhead and Improvements
Project Name
Gary K Greene
Applicant Name
Applicant Signatu
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes []No ®NA
RECEIVED
DEC I 17014
Few-e" ern
RECEIVED
DCM WILMINGTON, NC
NOV 0 7 2014
252-808.2808 :: 1.888-411RCOAST n www.ncconstalmanagement.net revised: 12728108

Form DCM MP-4 p �*
STR ii RES
(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 ❑PublicJGovernment ❑Private/Community
❑This section not applicable
b. (i) Will the facility be open to the general public?
®Yes []NO
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ®Yes ONO
(ii) Number 6 sections of landing / main walkway
If yes:
(Ili) Length varies 9 to 178 feet (see plan)
(ii) Number 7
(iv) Width varies 6 to 12 feet (see plan)
(Ili) Length varies 25 to 45 feet (see plan)
(v) Floating ®Yes ONO
(iv) Width varies 4 to 8 feet (see plan)
(v) Floating ®Yes []No
e. (i) Are Platforms included? ®Yes ONO
f. (i) Are Boatlifts included? ❑Yes ONO
If yes:
If yes:
(ii) Number 1 for ADA gangway w/ no roof
(ii) Number
(iii) Length 11 ft
(Ili) Length
(iv)Width 9 ft -
(iv) Width
(v) Floating ❑Yes ONO
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
22 transient use only
❑ Full service, including travel lift and/or rail, repair or
maintenance service
(ii) Number of slips existing
®Dockage, fuel, and marine supplies
22 transient use only
❑ Dockage ('wet slips') only, number of slips:
❑ Dry storage; number of boats: _
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
I. Check the proposed type of siting:
❑ Land cut and access channel
[]Open water; dredging for basin and/or channel
®Open water, no dredging required
❑Other, please describe:
k. Typical boat length: 20 to 40 feet
m. (i) Will the facility have tie pilings?
®Yes []No
(ii) If yes number of be pilings?
12
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
mixed type - transient dockage
RECEIVED
DEC 12 7nr"
DCM-Mr" Cr, v
I. (1) Will the facility be open to the general public?
®Yes ❑No
RECEIVE L)
DGM WILMINGTON, NC
NOV 072014
252-808-2808 :: 1.888-4RCOA9T :: www nccoastalmanaaement.ri revised: 12127/06

Form DCM 11i (structures, Page 2 of a)
2. DOCKING FACILITY/MARINA OPERATIONS ❑This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
® Toilets for patrons; Number. 2 ; Location: located in restaurant
❑ Showers
® Boatholding tank pumpout: Give type and location: approved existing equipment at fuel dock
b. Describe treatment type and disposal location for all sanitary wastewater. .
municipal system
c. Describe the disposal of solid waste, fish offal and trash. _
with restaurant operation
-d. How will overboard discharge of sewage from boats be controlled?
through marina policy
e. () Give the location and number of "No Sewage Discharge signs proposed.
1 at fueling / pumpout facility
(i) Give the location and number of'Pumpout Available' signs proposed.
1 at fueling / pumpout facility
f._ Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
not applicable - no maintenance or boat repair operations at site
g. Where will residue from vessel maintenance be disposed of?
not applicable - no maintenance or boat repair operations at site
h- Give the number of channel markers and 'No Wake' signs proposed. none beyond existing in area
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
fueling facilities will be on a designated floating dock with anti -siphon; leak detection; electric solenoid valve (leak or breakage);
secondary containment of lines and tank; and sumps at dispensers RECENED
j. What will be the marina policy on overnight and live -aboard dockage? DEC 18 2014
transient dockage only
eFM-rknnrr? ern
k. Describe design measures that promote boat basin flushing?
open water
I. If this project is an expansion of an existing marina, what types of services are cunentiy provided?
No expansion of slips. Transient docking, fueling and pumpout services
RECEIVED
DCM WILMINGTON, NC
NOV 072014
=4110B-2M :: 14186.4RCOAST a www.nccoastalmananoment.net revised: 12/27/06

Form DCM MP-4 (Structures, Page 3 of 4)
m. Is the marinaldocking facility proposed within a primary or secondary nursery area?
❑Yes ONO
n. Is the marinaldoc king facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ONO
o. Is the marinaidocking 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 mannaldoc king facility located within or within close proximity to any shellfish leases? ❑Yes ONO
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
13. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse stmcture(s):
❑Commercial ❑PubliclGovemment ❑Private/Community
(if) Number
(iii) Length _.
(Iv) Width
Note: Roofed areas are calculated from ddpline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (p Number
(it) Length
(iii) Width
[5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the sbucture(s):
❑Commercial ❑PubliclGovemment ❑Private/Community
c. 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.) RECOVEIJ
DEC a 7n,o
DCM-wri Crry
RECEIVED
DCM WILMINGTON, NC
NOV 0 7 2014
252-808-2808 :: 1-888.4RCOAST :: avwrw.ncc_oastglmanAg9!R nt.net rsvtsed: 12/27/118

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.
4.5 feet south side, 3 feet north side for docks 20.5 feet south side, 1.5 feet north side for docks
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
453 to 457 feet
e. () Will navigational aids be required as a result of the project?
OYes ®No ONA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NW.
-6 feet NLW
8. OTHER ❑This section not applicable
a. Give complete description:
The docking structures will replace existing with modification of layout resulting from bulkhead placment and relocation of
fueling and pumpout facilities to a location closer to shore
October 3, 2014
Date
Dockside Bulkhead and Improvements
Project Name
Gary K Greene
Applicant Name 00,
/am
Applicant Signatu
RECEIVED
DEC 12 2014
DCM-MHD CITY
RECEIVED
DCM WILMINGTON, NC
NOV 0 7 2014
252-808-2808 :: 1-088-4RCOAST r. wwwmccoastelmanagement.net revised: M27?06

PROPERTY OWNER /3 PROPERTY OWNER Al
GRAY GABLES YACHT CLUB HOA SEAGATE OFFICE PARK UOA INC]
PROPERTY OWNER y2
TERRY & MARGARET TURNER
DOCKSIDE RESTAURANT
I Illl
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RIPARIAN LINE
RIPARIAN LINE-►7 I
34' 12.55' N
77' 48.58' W
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-7 F
RECEIVEI
0 WILMINGT01
NOV 0 6 2014
�I
0
SPOIL ISLAND
SCALE: NO SCALE
PURPOSE: BULKHEAD&MISC IMPROVEMENT.' MAP AND GENERAL PLAN
WORK: MAINTENANCE AND ORIGINAL DOCKSIDE BULKHEAD & IMPROVEMENTS
DATUM: NAVD 88 APPLICANT: DOCKSIDE RESIRURANT & BAR WB, INC SST:
ADJACENT PROPERTY OWNERS: 1308 AIRLIE ROAD
1. SEAGATE OFFICE PARK UOA, INC OTY
2. TERRY & MARGARET TURNER WILMINGTON NC DATE;
3. GRAY BIES YACHT CLUB HOA
J
NC
AIRLIE ROAD
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1. SFAGAIE OTT PARK UOA INC 1308 AIRLIE ROAD CITY COUNTY: WILMINGTON EW HANOVER
2 TIMY t MARCARET TILIRNER WILMINGTON NC
3. CRAY GAR FS YACHT Cl uR NOA DATE 10/3/2014 SHEET 2 OF 8
RECEIVEE
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WORK: MAINTENANCE AND ORIGINAL DOCKSIDE BULKHEAD & IMPROVEMENTS
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■ ■ • �� I • c1 ri .r
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--- DCM WILMINGTON, NQwm
GANGWAY
SCALE:.1•= 30' I NbV 0 6 2014
PURPOSE: BULKHEAD&MISC IMPROVEMEN NEW DOCK PLAN GARY GREENS
WORK: MAINTENANCE AND ORIGINAL DOCKSIDE BULKHEAD & IMPROVEMENTS ��I�]1 ,� E NG I N E E R S H`
DATUM: NAVD 88 APPLICANT: DOCKSIDE RESTRURANT & BAR W6, INC WWAIL :
ADJACENT PROPERTY OWNERS: 1308 AIRLIE ROAD
1. 9"TE MICE PARK UOA. INC CITY
2 7FA11Y & YARGAREr TURNER WILMINGTON NC
3. GRAY GABIfS YACHT CL16 HOA DAIS
AIRLIE ROAD
/NEW HANOVER
SHEET 6 OF 8
12 2014
elTv

NEW SECOND FLOOR BUILDING PROFILE
EXISTING BUILDING PROFILE
EXISTING PLANTER
NEW SUPPORT COLUMNS
TYP
=R—Z
EXISTING OR RE —BUILT
TIMBER DECK
NEW BULKHEAD
NORTH SECOND FLOOR
ADDITION PROFILE
—75 FT AEC
REMOVE BRICK PAYERS V
NEW PERVIOUS LANDSCAPE
CONVERT 10 PERVIOUS /
OF ROAD
LANDSCAPE (fl7SF &•
:::•
...............
................
OF flOAD - \•.•.•.•.".'.'-
385 SF = 502 SF) '
.................
REMOVE CRETE PAVING
SECOND FLOOR PLAN
�&�C/ A�&5VIWS
LIMIT OF NEW SUIIDINc \
.... _-..-..
...............
ILELEvATOR
"E OF PERVIOUS
COVERED
-321 SF
PPORT STRUCTURE
_ ON FIRST FLOOR
O TYP
RECEIVED iJ RE
DOM W(LMIN
FIRST FLOOR PLAN IOV 0 S 2014 SECOND FLOOR PLAN Dcm-
SCALE: 1"= 20'
PURPOSE: BULKHEAD&MISC IMPROVEMENT,' NORTH BUILDING PLAN GARY GREENE
WORK: MAINTENANCE AND ORIGINAL DOCKSIDE BULKHEAD & IMPROVEMENTS ENGINEERS
0 BO% 9B21d RAlEIGH, NC 27624
WATER BODY: AIWW
DATUM: NAVD 88
APPUCMT'. DOCKSIDE RESTRURANT & BAR Wb, INC STREET. AIRLIE ROAD
ADJACENT PROPERTY OWNERS: 1308 AIRLIE ROAD
1. SEACATE OITIM PARK ^ INC OTY CWNTY: WILMINGTON NEW HANOVER
2. TERRY k MARGARET TURNER WILMINGTON NC DATE 10/3/2014 SHEET 7 OF 8
19nv
HD CP„

,w r
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
November 20, 2014 RECEIVED
Division of Coastal Management
MEMORANDUM:
TO: Shannon Jenkins
NH DEH
Shellfish Sanitation Section
DEC 0 8 1014
r•1rnM=Ar�+n �Dy
ti
John E. Skvarla, III
Secretary
FROM: Jonathan Howell, INC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Dockside Restaurant & Bar WB, LLC
Project Location: 1308 Airlie Rd., adjacent to the AIWW, in Wilmington, New Hanover County
Proposed Project: to replace the existing bulkhead, construct additional buildings, and reconfigure
the existing 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 December 14, 2014.
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.
ey
This agency has no comment on the proposed project.
,4r,.-k
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.
�DY 5 (ern .ti v J plAvLI Ny
SIGNED- DATE
N.C. Division of Coastal Management
127 Cardinal Drive Ext., wlmington, NC 28405
Phone: [phone] \ FAX: [phone] Internet: www.necoastalmanagement.net
An Equal Opporlumly \ Agirmative Action Employer

NCDENR
North Carolina Department of Environment and
Pat McCrory
Governor
November 20, 2014
Division of Coastal Management
MEMORANDUM:
TO: Anthony Law
NC DOT
New Hanover Co.
Natural Resources
RECEIVED
DEC 01 7014
ri ,NA-MHM ('ATY
John E. Skvarla, III
Secretary
dISTRICT 3
No 2 a 2014
RECEIVED
FROM: Jonathan Howell, INC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Dockside Restaurant & Bar WB, LLC
Project Location: 1308 Airlie Rd., adjacent to the AIWW, in Wilmington, New Hanover County
Proposed Project: to replace the existing bulkhead, construct additional buildings, and reconfigure
the existing 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 December 14, 2014.
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 If —2-y—
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, INC 28405
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal opportunity \ Affirmative Action Employer

w.
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
November 20, 2014
Division of Coastal Management
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
RECEIVED
DEC. 0 2 1014
aaM,MNS Ftry
Heidi Cox
Environmental Engineer
Public Water Supply
John E. Skvarla, III
Secretary
NOV ? D
WiVrs7O^ot
Ro . W.,
Public er Reso
Water SUrce
Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, INC 28557 (Courier 11-12-09)
CAMA / Dredge & Fill Application Review
Dockside Restaurant & Bar WB, LLC
1308 Airlie Rd., adjacent to the AIWW, in Wilmington, New Hanover County
Proposed Project: to replace the existing bulkhead, construct additional buildings, and reconfigure
the existing 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 December 14, 2014.
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 SOtnjV CQ DATE
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] \ FAX: [phone] Internet: www,nccoastalmanaaement.net
An Equal Opportunity 1 Affirmative Action Employer

0
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
November 20, 2014 RECEIVED
Division of Coastal Management
MEMORANDUM:
TO: John Hooks
UST
Wilmington RO
DFC o b 711114
DCM-rMHD CITY
John E. Skvada, III
Secretary
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Dockside Restaurant & Bar WB, LLC
Project Location: 1308 Airlie Rd., adjacent to the AIWW, in Wilmington, New Hanover County
Proposed Project: to replace the existing bulkhead, construct additional buildings, and reconfigure
the existing 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 December 14, 2014.
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 0�} DATE
oh ?0 C � ��1 J��JA(,? D%
N.C. )ision of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] \ FAX: [phone] Internet: www.nocoastalmanaaement.net

l7i
NCDENR
North Carolina Department of Environment and
Pat McCrory
Governor
November 20, 2014
Division of Coastal Management
MEMORANDUM:
TO: Linda Painter
LPO
New Hanover Co.
RECEIVED DEC 1
42014
Natural Resources
John E. Skvarla, III
Secretary
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, INC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Dockside Restaurant & Bar WB, LLC
Project Location: 1308 Airlie Rd., adjacent to the AIWW, in Wilmington, New Hanover County
Proposed Project: to replace the existing bulkhead, construct additional buildings, and reconfigure
the existing 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 December 14, 2014.
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 comme t on the proposed project.
iv 0 It, J ;n C�
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 G DATE
RECEIVED
DEC.. 0 S 2014
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 DCM-MHD CITY
Phone: [phone] \ FAX: [phone]Internet: www,ncooastalmanagement.net
An Equal Opportunity \ Aff i nahve Action Employer

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
1rr
November 20, 2014 C.t+it. 15,E
Division of Coastal Management NOV 209 0
MEMORANDUM: m RECEIVED
•' N
TO: Maria Dunn 6 �'4
NCWRC
WaRO / WiRO flI Dl 6a
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Dockside Restaurant & Bar WB, LLC
Project Location: 1308 Airlie Rd., adjacent to the AIWW, in Wilmington, New Hanover County
Proposed Project: to replace the existing bulkhead, construct additional buildings, and reconfigure
the existing 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 December 14, 2014.
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 a 1�� DATE 2
RECEIVED
DEC 15 7n1A
N.C. Division of Coastal Management r qM-MHD CITY
127 Cardinal Drive Ext., W Imington, NC 28405
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanagement.net
M Equal Opportunity \ AllinnaMe Action Employer

AM
J
Coats, Heather
From: Eryn Moller <[e-mail]>
Sent: Tuesday, October 06, 2015 11:14 AM
To: Coats, Heather
Subject: RE: Major Permit Application- Dockside project
Hello Heather,
To my knowledge there have been no plans submitted to us for this proposed renovation/development.
And there has not been to my knowledge any change in their parking situation. We will keep our
comments the same until we can review any proposed plans.
I hope you are doing well.
Respectfully,
Eryn K. Moller, CZO, CFM
Associate Planner - Zoning
City of Wilmington
Department of Planning, Development and Transportation
305 Chestnut Street
Wilmington, NC 28401
P [phone]
F(910)341-3264
From: Coats, Heather[mailto:[e-mail]]
Sent: Tuesday, October 06, 2015 10:31 AM
To: Eryn Moller <[e-mail]>
Subject: FW: Major Permit Application- Dockside project
Hi Eryn,
I'm just checking back in on the Dockside project- they have met with us and would like to move forward (to include the
originally proposed building additions). The agent has said that they have worked out the parking issues with the City to
resolve your concerns. Is this the case or do your comments still stand?
Thanks in advance for any info! I hope you're well!
Heather
Heather Coats
Assistant Major Permits Coordinator
NC Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone] Fax [phone]
[e-mail]

Please visit www.nccoastalmanauement.net to subscribe to
Coastal Management's quarterly newsletter, the CAMAgram.
r
r.
t
. 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: Eryn Moller lmailto:Eryn.Moller wilmingtonnc.eovl
Sent: Monday, January 26, 2015 3:01 PM
To: Howell, Jonathan <jonathan.howellCdncdenr.P_ov>
Subject: Major Permit Application
Jonathan,
Per our discussion, with the current conditions at the Dockside Restaurant &_Bar, they would be unable to meet the
parking requirements if they enlarged their facility.
Respectfully,
Eryn K. Moller
Associate Planner - Zoning
City of Wilmington
Department of Planning, Development and Transportation
305 Chestnut Street
Wilmington, NC 28401
P [phone]
F [phone]
wilmingtonnc.gov
E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may
be disclosed to third parties.
E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may
be disclosed to third parties.

Coats, Heather
From: Eryn Moller <[e-mail]>
Sent: Monday, January 26, 2015 3:01 PM
To: Howell, Jonathan
Subject: Major Permit Application
Jonathan,
Per our discussion, with the current conditions at the Dockside Restaurant & Bar, they would be unable to meet the
parking requirements if they enlarged their facility.
Respectfully,
Eryn K. Moller
Associate Planner -Zoning
City of Wilmington
Department of Planning, Development and Transportation
305 Chestnut Street
Wilmington, NC 28401
P [phone]
F [phone]
wi I m ington nc.gov
E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may
be disclosed to third parties.

Mairs, Robb L
From: Mairs, Robb L
Sent: Monday, April 06, 2015 12:46 PM
To: Wilson, Debra
Subject: FW: Dockside Restaurant & Bar WB, LLC Major Permit Application
Debbie,
Here is Eryn and Ron's contact emails below.
Thanks,
Robb
From: Eryn Moller [mailto:[e-mail]]
Sent: Wednesday, December 10, 2014 8:29 AM
To: Mairs, Robb L
Cc: Howell, Jonathan; Ron Satterfield
Subject: Dockside Restaurant & Bar WB, LLC Major Permit Application
I am emailing you in response to our conversation earlier regarding the permit application packet for Dockside
Restaurant & Bar WB, LLC. The City of Wilmington has no objection to the bulkhead replacement and the
reconfiguration of the docking facility. However, we have not received any information regarding the upland
development. Any development must comply with the City of Wilmington Code of Ordinances, pertinent local
plans, and flood regulations.
A hard copy of this correspondence is to follow.
Respectfully,
Eryn K. Moller, CZO, CFM
Associate Planner -Zoning
Planning Division
C
E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may
be disclosed to third parties.

Coats, Heather
From: Crumbley, Tyler SAW <[e-mail]. mil>
Sent: Tuesday, January 06, 2015 8:10 AM
To: Gary Greene
Cc: Howell, Jonathan; Mairs, Robb L; Coburn, Chad; Annette, Justin R SAW; Eater, Dale E SAW
Subject: RE: [EXTERNAL] RE: SAW-2014-02306 / Dockside Restaurant and Bar WB, LLC / New
Hanover County / CAMA Major_GP291 (UNCLASSIFIED)
Gary,
The existing dock is currently in violation of the setback policy. Your proposal, while the same footprint size, intends to
re -configure and re -assemble the existing docks and more likely fits the definition of Redevelopment, rather than
maintenance. If it is really only maintenance (replacing boards) it may be authorized under a different action and may
not need to be in the current 291 permit application. We will need more information on your plans with the dock that is
currently in violation of the setback policy, as the plans provided would require a 291 permit and would not be allowed
under the current setback policy. If you wish to revise your plans for the large T-Dock we can review and give you
feedback. Another option is to remove the structure as one would during a maintenance (dredge) event and put the
same dock back in the same location.
"The general maintenance and repair of existing piers, docks, or other waterfront structures located in the Federal
channel setback MAY be authorized provided the work does not increase the footprint of the existing structure or
results in additional encroachment into the setback. No new structures, and no reconstruction or redevelopment of
existing structures, will be allowed within the authorized boundaries of any Federal channel."
Definitions:
-Maintenance and Repair is the fixing of any structure that becomes out of order or broken, as well as performing
routine actions to keep its operation in a functional and serviceable capacity. Maintenance does not include any
modification that changes the character, scope, size, or footprint of the original structure.
-Redevelopment is the re -building or re -assembling of any structure that is no longer functional or serviceable in its
original capacity, specifically pertaining to its framing and structural components. This would include beams, girders,
joists, stringers, and/or pilings. Structures severely damaged or destroyed by natural or man-made events, including
normal deterioration are considered in this category.
Please let me know how you will proceed.
Thankyou.
Tyler
Tyler Crumbley
Project Manager
U.S Army Corps of Engineers -Wilmington District Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
Phone: [phone]
Fax:[phone]
email: [e-mail]

"The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at: http://regulatory.usacesurvey.com/"
----Original Message ---
From: Gary Greene [mailto:[e-mail]]
Sent: Friday, January 02, 2015 11:07 AM
To: Crumbley, Tyler SAW
Cc: 'Howell, Jonathan'; 'Mairs, Robb L'; 'Coburn, Chad'; Arnette, Justin R SAW
Subject: [EXTERNAL] RE: SAW-2014-02306 / Dockside Restaurant and Bar WB, LLC / New Hanover County / CAMA
Major—GP291 (UNCLASSIFIED)
Tyler and Justin
If I am simply replacing dock components on the floating dock in the same
footprint, is that not considered maintenance? If so, will modify permit
application (as needed) to simply note that floating docks within the 80 feet set back will be "repaired" on same
footprint.
Gary K Greene PE, D.PE
Gary Greeene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
SkypeID gary-greene
1 John 3:17 "If you see some brother or sister in need and have the means to do something about it but turn a cold
shoulder and do nothing, what happens to God's love? It disappears. And you made it disappear."(MSG)
-----Original Message -----
From: Crumbley, Tyler SAW [mailto:[e-mail]]
Sent: Friday, January 02, 2015 10:49 AM
To: Gary Greene
Cc: Howell, Jonathan; Mairs, Robb L; Coburn, Chad
Subject: FW: SAW-2014-02306 / Dockside Restaurant and Bar WB, LLC / New Hanover County/ CAMA Major_GP291
(UNCLASSIFIED)
Gary,

Please see the comments below from the USACE Wilmington Navigation Branch.
I will send out an official notice of comments received, but wanted to give you a head start on addressing this issue.
Thank you.
-Tyler
Tyler Crum bley
Project Manager
U.S Army Corps of Engineers -Wilmington District Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
Phone: [phone]
Fax: [phone]
email: [e-mail]
"The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at:
httP:Hregulatory.usacesurvey.com/"
-----Original Message ----
From: Arnette, Justin R SAW
Sent: Tuesday, December 23, 2014 2:02 PM
To: Crumbley, Tyler SAW
Cc: Horton, James T SAW
Subject: RE: SAW-2014-02306 / Dockside Restaurant and Bar WB, LLC / New Hanover County / CAMA Major—GP291
(UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Any construction outside the setback is outside of what our policy covers so therefore Navigation has no issues with any
of that work. According to the plans, the large T-dock will be removed and re -configured and is currently an
encroachment into the Federal Setback. According to our setback policy "The redevelopment or expansion of existing
piers, docks, or other waterfront structures, (e.g., the conversion of commercial seafood docks to a residential marina),
will be subject to current setback policy and any required regulatory permit action." Therefore we would not authorize
them rebuild the large T-dock and any other structure within the setback once it is removed.
Thanks.
Justin Arnette
Land Use Coordinator, Cartographer
Wilmington District
U.S. Army Corps of Engineers
(910)-251-4196

[e-mail]
-----Original Message -----
From: Crumbley, Tyler SAW
Sent: Wednesday, December 17, 2014 2:16 PM
To: [e-mail]; Huggett, Doug; [e-mail]; [e-mail];
[e-mail]; [e-mail]; [e-mail]; [e-mail];
[e-mail]; Wilson, Debra; Ellis, John; Fritz Rohde - NOAA Federal; Gledhill-earley, Renee; Horton,
James T SAW; Howell, Jonathan; [e-mail]; [e-mail]; Mairs, Robb L;
[e-mail]; [e-mail]; Coburn, Chad
Cc: Crumbley, Tyler SAW
Subject: SAW-2014-02306 / Dockside Restaurant and Bar W B, LLC / New Hanover County / CAMA Major_GP291
All,
Pursuant to the CAMA-Corps Programmatic Permit process, the North Carolina Division of Coastal Management
(NCDCM) has forwarded to our office a copy of the CAMA permit application, Field Investigation Report and Bio Report
for the subject project. The attached notice requests federal agency comments on this project by January 16, 2015.
The applicant proposes to construct a new bulkhead waterward of the existing bulkhead, construct additional
upland buildings, and reconfigure the existing docking facility at an existing commercial waterfront restaurant. This
project is located at 1308 Airlie Road, adjacent to the AIWW, in Wilmington, New Hanover County, North Carolina.
Coordinates in Decimal Degrees are: 34.215577 N,-77.815787 W. Please see the field investigation report and the
application for more detailed information concerning the proposed project.
A copy of the applicant's permit application and plans are attached.
This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the Magnuson -Stevens Fishery
Conservation and Management Act. The Corps' initial determination is that the proposed project may affect EFH or
associated fisheries managed by the South Atlantic or Mid Atlantic Fishery Management Councils or the National Marine
Fisheries Service. Impacts are expected to be minimal since no coastal wetlands will be impacted, the area is regularly
maintained by dredging, the project area is not designated as PNA, and SAV is not expected to be present based on
observation from aerial photography.
The Corps has reviewed the project area, examined all information provided by the applicant and consulted the
latest North Carolina Natural Heritage Database. Based on available information, the Corps has determined that the
project may affect but is not likely to adversely affect the West Indian manatee. The use of the Manatee Guidelines will
be required as a condition of this proposed action. The project will not affect any other species listed as threatened or
endangered or their critical habitat formally designated pursuant to the Endangered Species Act of 1973 (ESA) within the
project area.
Pursuant to Section 106 of the National Historic Preservation Act
(NHPA) of'1966, Appendix C of 33 CFR Part 325, and the 2005 Revised Interim Guidance for Implementing Appendix C,
the District Engineer consulted district files and records and the latest published version of the National Register of
Historic Places and initially determines that no historic properties, nor properties eligible for inclusion in the National
Register, are present within the Corps' permit area: therefore, there will be no
historic properties affected.
Please contact me if you have any questions. Please provide comments as soon as you can or by January, 16,
2015.

Tyler Crumbley
Project Manager
U.S Army Corps of Engineers -Wilmington District Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
Phone: [phone]
Fax:[phone]
email: [e-mail]
"The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at:
http://regulatory.usacesurvey.com/"
Classification: UNCLASSIFIED
Caveats: NONE
Classification: UNCLASSIFIED
Caveats: NONE

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to D.Q('KRIIUF RF4TAI 1RANT R RAR "th I I C,
(Name of Pro
property located at 1.4nR AIRI IF R()Arl party Owner) s
on —_AIWW
(Waterbody)
tress. Lot. Mock, Road, etc.)
In Wll MIN(`TnKJ I'll., unninv�
(Crty/I own and/or County)
N.C.
The applicant has described to me, as shown below, the development proposed at the above
location.
I have no objection to this proposal.
I have objections to this proposal.
..coy MIF• I ruN AND/OR DRAWING OF PROPOSED DEVELOPMENT
(lndividua/ proposing development must till in description below or attach a site drawing)
Dockside Restaurant & Bar Wb LLC proposes to install a bulkhead around the perimeter of its
stringers. To accommodate the work, the existing floating docks will be relocated and/or rewaterside patio deck and place fill behind the bulkhead to a level just below the existing deck
placed
in a similar layout to the existing with some layout modifications. The fuel dispensers & sewage
pumpout equipment will be relocated to a dock on the south end of the property when a new above
ground tank is installed to replace the underground fuel tanks.
A second story addition is proposed on the north side of the property while an elevated addition
over the existing parking area is proposed on the south side of the property. The existing elevated
deck would be removed for the addition on the south side.
Permit drawings illustrating the above work are attached.
WAIVER SECTION
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (If you wish to waive the setback, you must initial the appropriate blank below.) rtECDVED
I do wish to waive the 15' setback requirement.
]AN 2 2 1015
do not wish to waive the 15' setback requirement K •l��-wink _Mt
(Property Owner Information)
Srgnunrre �
G_ay Greene Aoent for Dockside
Print or Type Name
PO Box 99213
Mailing Address
Raleigh. NC 27624
io
Cl State Z
919-855-8486
Telephone Number - email address
October3.2014
Date
0-11N LA-/
1�2try >r - v3( e r
c
m�iuiy?
Wilmington. NC 2840,3
C ty S to Z1p
o. 5 38 a 7 ad
Telepl ne Nuprber email address
Dare y
'Valid for one calendar year after signature- (Revised Aug. 2014)

9 December 2014
Mr. Braxton Davis
Director
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
RE: Dockside Restaurant & Bar WB LLC
CAMA Major Permit Application
Dear Mr. Braxton:
Seagate Office Park HOA
c/o Dr. Brady Semmel
1310 Airlie Road
Wilmington, NC 28403
This letter is in reference to the CAMA Major Permit Application submitted on behalf of
Dockside Restaurant and Bar WB LLC (Applicant) by Gary Greene of Gary Greene Engineers
(Agent). Specifically, this letter is in response to the Public Notice and Adjacent Riparian
Owner Notification, on behalf of the Seagate Office Park, HOA; Gray Gables Yacht Club, HOA;
Mr. Terry and Margaret Turner; and non -riparian adjacent property owners (collectively
Adjacent Property Owners).
Based on a review of the supplied Public Notice Information and semi -formal public meeting
held by the Applicant and Agent, we formally submit the following comments and concerns to
the Applicant, Agent and Division of Coastal Management (DCM).
Bulkhead
The Applicant states the need to construct 2 feet outside existing perimeter throughout to avoid
the loss of seating and impact on operations. At the southern end of the existing dock the request
is reasonable as the concrete and masonry debris extend almost to the seaward portion of the
existing deck. However, the northern end appears excessive in that it will push the shoreline
waterward up to an additional 17' and, as stated in the application, fill approximately 2360
square feet below the existing water level. It is further unclear how construction of the bulkhead
along the Seagate Office Park property line will be done and allow seating to remain in that
vicinity. If seating will be removed during construction of the bulkhead it would be reasonable
to request the northern bulkhead be moved landward to its existing location and eliminate a
portion of the 2360 square feet of fill below the water level.
RFCF!VFD
Docks JAN 2 2 201.5
There are two primary concerns with the proposed dock modifications, Riparian Offset
PCM[Muq
encroachment and the Fuel Dock location. The existing docks currently encroach into the "W

v�"
Riparian Offset at both the ends of the facility. At the northern end the Seagate Office Park
owners have had issues with Dockside patrons mooring vessels at the waterward end of the
finger pier pilings. These vessels have been secured perpendicular to the pier and across the
stem of the vessels moored in the southern most Seagate Office Park slip. The proposed
extension of the northern finger pier will cause additional mooring issues in this location. We
would request DCM to require a modification of the proposed finger pier to maintain its existing
length.
Similar to the northern most finger pier, the southern finger pier currently extends into the
Riparian Offset but to a lesser degree. Vessels however, currently moor on the south side of the
finger pier which, to our knowledge, was not currently a designated slip. This is important as the
Gray Gables Yacht Club currently does have permitted slips on the landward side of their main
pier. These slips are accessed via their riparian buffer corridor. The Applicant's proposed
southern finger pier extends an additional 5' into the riparian corridor which will cause
additional navigational issues to the Gray Gables slip owners accessing the landward slips. For
these reasons we would request DCM to require the applicant to modify the proposed finger to
maintain its existing length and location.
The proposed fuel dock and pump out station on the southern finger pier is also concerning. This
configuration will place fueling vessels within the Riparian Offset utilized for navigation to
permitted slips at Gray Gables Yacht Club. It will also place the fueling vessels within close
proximity to a private residential yacht club and personal. property. It seems prudent that the
DCM would request that fueling facilities be kept out of Offsets (Buffers) and at a practical
distance from private / residential facilities. We would request DCM to require a modification to
the proposed plan to move the fuel dock and pump out station away from the Riparian Buffer
and to the interior of their marina facility.
Fuel Tank
Although it is unclear if the DCM has a direct authority to regulate the location of fuel tanks, the
proposed location is concerning to the adjacent property owners. Similar to the location of the
fuel dock, the proposed location of the fuel tank is in close proximity to private residential
housing. In the event of an unforeseen accident, there is some risk to both person and property.
Additionally, it would seem prudent on the part of the proper regulatory authority to require the
tank be placed a safe distance from the public right-of-way. It is unclear if this falls under
DCM's authority or another such as DOT, City of Wilmington, or New Hanover County. We
would request DCM ensure that proposed tank location meets the proper code requirements.
New Two -Story Building
During a semi -formal Public meeting the Applicant and Agent stated that it was not their intent
to build the new structures at this time. If that is the case, it is unclear why they are included in
RECEIVED
JAN 2 2 1015
dnw�-�w❑w ��w

V
the application. However, as they have been included in the Public Notice, there are concerns
which we would like addressed.
No parking lot modifications were shown in the CAMA Application. However, it was
mentioned within the narrative that some modifications would be required to satisfy municipal
requirements. It is our understanding that the current Occupancy Permit allows for 432
patrons/staff which requires 88 parking spaces. The additional buildings or square footage of
decking would be constructed in an effort to provide additional seating. If any additional seating
is allowed, the City of Wilmington should require additional parking spaces. It is unclear based
on the provided Public Notice where, if any, additional parking would be located. We feel it
would be prudent on behalf of DCM to ensure that all aspects of the proposed project (additional
parking, stormwater ponds etc) be provided to the adjacent property owners for review prior to
issuance of any permits.
It should also be noted that there is currently an on -going Code Enforcement case with the City
of Wilmington for expanding off -site parking without proper approvals. Again, it is unclear if
DCM's regulatory authority has purview in this capacity but it would be prudent to determine if
the project design submitted for the CAMA Permit is consistent with all Federal, State and Local
permitting authorities. We would request DCM to require the Applicant or Agent to provide a
full site plan that addresses any attendant features such as parking and stormwater facilities if
they will be required.
On behalf of the "Adjacent Property Owners" we appreciate the opportunity to provide
comments for the proposed project. Please feel free to contact me if you should have any
questions or would like to discuss in greater detail.
Cc: Seagate Office Park HOA
Gray Gables HOA
Gray Gables Yacht Club HOA
Adjacent non -riparian property owners
�l
2 is /1-trl:e i�dc
:2g4o 3
RECEIVED
1AN 2 2 1015
HI-o-kvrt7N w4

16-3(19 acd-,A-'�
0647 a-),�l
TkT-P-UrZ3
,c.�
C.,4.M-A.
1 ^ "') � �{r �7/ I ✓1 � J \ � � `� v � / RECEIVED
Gl �• l/�l ll I , �;`J� Nnv 2 4 2014
! BCIv1apIR9 @Iri
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/ o c r 27 2

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to nnGKSInF RFRTAI IRANT R RAR Wh I I C. 's
(Name of Property Owner)
property located at
(Address, Lot, Block, Road, etc.)
on AIWW , In WII MINr;TC1N NFW HANQVFR , N.C.
(Waterbody) (Cityrrown and/or County)
The applicant has described to me, as shown below, the development proposed at the above
location.
I have no objection to this proposal.
I have objections to this proposal./Q G,6-�
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT
(Individual proposing development must fill in description below or attach a site drawing)
Dockside Restaurant & Bar Wb LLC proposes to install a bulkhead around the perimeter of its
waterside patio deck and place fill behind the bulkhead to a level just below the existing deck
stringers. To accommodate the work, the existing floating docks will be relocated and/or replaced
in a similar layout to the existing with some layout modifications. The fuel dispensers & sewage
pumpout equipment will be relocated to a dock on the south end of the property when a new above
ground tank is installed to replace the underground fuel tanks.
A second story addition is proposed on the north side of the property while an elevated addition
over the existing parking area is proposed on the south side of the property. The existing elevated
deck would be removed for the addition on the south side.
Permit drawings illustrating the above work are attached.
WAIVER SECTION
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (If you wish to waive the setback, you must initial the appropriate blank below.)
I do wish to waive the 15' setback requirement.
do not wish to waive the 15' setback requirement.
(Property Owner Information)
Signature
Gary Greene Agent for Dockside
Print or Type Name
PO Box 99213
Mailing Address
Raleigh, NC 27624
City/State/Zip
919-855-8488
Telephone Number / email address
October 3, 2014
Date
'Valid for one calendar year after signature'
Print or Type Name
1310 Airlie Road
Mailing Address
Wilmington, NC 28403
City/State/Zip
Telephone Number/email address
Date'
RECEIVED (Revised Aug. 2014)
DEC 2 9 1014
pCM-Muq PITY

M
9 December 2014
Mr. Braxton Davis
Director
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
RE: Dockside Restaurant & Bar WB LLC
CAMA Major Permit Application
Dear Mr. Braxton:
Seagate Office Park HOA
c/o Dr. Brady Semmel
1310 Airlie Road
Wilmington, NC 28403
This letter is in reference to the CAMA Major Permit Application submitted on behalf of
Dockside Restaurant and Bar WB LLC (Applicant) by Gary Greene of Gary Greene Engineers
(Agent). Specifically, this letter is in response to the Public Notice and Adjacent Riparian
Owner Notification, on behalf of the Seagate Office Park, HOA; Gray Gables Yacht Club, HOA;
Mr. Terry at d Margaret Turner; and non -riparian adjacent property owners (collectively
Adjacent Plloperty Owners).
Based on at review of the supplied Public Notice Information and semi -formal public meeting
held by the Applicant and Agent, we formally submit the following comments and concerns to
the Applicant, Agent and Division of Coastal Management (DCM).
Bulkhead
The Applicant states the need to construct 2 feet outside existing perimeter throughout to avoid
the loss of seating and impact on operations. At the southern end of the existing dock the request
is reasonable as the concrete and masonry debris extend almost to the seaward portion of the
existing deck. However, the northern end appears excessive in that it will push the shoreline
waterward up to an additional 17' and, as stated in the application, fill approximately 2360
square feet below the existing water level. It is further unclear how construction of the bulkhead
along the Seagate Office Park property line will be done and allow seating to remain in that
vicinity. If seating will be removed during construction of the bulkhead it would be reasonable
to request the northern bulkhead be moved landward to its existing location and eliminate a
portion of the 2360 square feet of fill below the water level.
Docks
There are two primary concerns with the proposed dock modifications, Riparian Offset
encroachment and the Fuel Dock location. The existing. docks currently encroach into the
RECEIVED
DEC 2 9 7n+d
DCM-MHD CITY

IN
Riparian Offset at both the ends of the facility. At the northern end the Seagate Office Park
owners have had issues with Dockside patrons mooring vessels at the waterward end of the
finger pier pilings. These vessels have been secured perpendicular to the pier and across the
stern of the vessels moored in the southern most Seagate Office Park slip. The proposed
extension of the northern finger pier will cause additional mooring issues in this location. We
would request DCM to require a modification of the proposed finger pier to maintain its existing
length.
Similar to the northern most finger pier, the southern finger pier currently extends into the
Riparian Offset but to a lesser degree. Vessels however, currently moor on the south side of the
finger pier which, to our knowledge, was not currently a designated slip. This is important as the
Gray Gables Yacht Club currently does have permitted slips on the landward side of their main
pier. These slips are accessed via their riparian buffer corridor. The Applicant's proposed
southern finger pier extends an additional 5' into the riparian corridor which will cause
additional navigational issues to the Gray Gables slip owners accessing the landward slips. For
these reasons we would request DCM to require the applicant to modify the proposed finger to
maintain its existing length and location.
The proposed fuel dock and pump out station on the southern finger pier is also concerning. This
configuration will place fueling vessels within the Riparian Offset utilized for navigation to
permitted slips at Gray Gables Yacht Club. It will also place the fueling vessels within close
proximity to a private residential yacht club and personal property. It seems prudent that the
DCM would request that fueling facilities be kept out of Offsets (Buffers) and at a practical
distance from private / residential facilities. We would request DCM to require a modification to
the proposed plan to move the fuel dock and pump out station away from the Riparian Buffer
and to the interior of their marina facility.
Fuel Tank
Although it is unclear if the DCM has a direct authority to regulate the location of fuel tanks, the
proposed location is concerning to the adjacent property owners. Similar to the location of the
fuel dock, the proposed location of the fuel tank is in close proximity to private residential
housing. In the event of an unforeseen accident, there is some risk to both person and property.
Additionally, it would seem prudent on the part of the proper regulatory authority to require the
tank be placed a safe distance from the public right-of-way. It is unclear if this falls under
DCM's authority or another such as DOT, City of Wilmington, or New Hanover County. We
would request DCM ensure that proposed tank location meets the proper code requirements.
New Two -Story Building
During a semi -formal Public meeting the Applicant and Agent stated that it was not their intent
to build the new structures at this time. If that is the case, it is unclear why they are included in
RECEIVED
DEC,. 2 8 2014
DCM-MHD CITY

W
the application. However, as they have been included in the Public Notice, there are concerns
which we would like addressed.
No parking lot modifications were shown in the CAMA Application. However, it was
mentioned within the narrative that some modifications would be required to satisfy municipal
requirements. It is our understanding that the current Occupancy Permit allows for 432
patrons/staff which requires 88 parking spaces. The additional buildings or square footage of
decking would be constructed in an effort to provide additional seating. If any additional seating
is allowed, the City of Wilmington should require additional parking spaces. It is unclear based
on the provided Public Notice where, if any, additional parking would be located. We feel it
would be prudent on behalf of DCM to ensure that all aspects of the proposed project (additional
parking, stormwater ponds etc) be provided to the adjacent property owners for review prior to
issuance of any permits.
It should also be noted that there is currently an on -going Code Enforcement case with the City
of Wilmington for expanding off -site parking without proper approvals. Again, it is unclear if
DCM's regulatory authority has purview in this capacity but it would be prudent to determine if
the project design submitted for the CAMA Permit is consistent with all Federal, State and Local
permitting authorities. We would request DCM to require the Applicant or Agent to provide a
full site plan that addresses any attendant features such as parking and stormwater facilities if
they will be required.
On behalf of the "Adjacent Property Owners" we appreciate the opportunity to provide
comments for the proposed project. Please feel free to contact me if you should have any
questions or would like to discuss in greater detail.
Sincerely,
�Dr. Brady Semmel
Cc: Seagate Office Park HOA
Gray Gables HOA
Gray Gables Yacht Club HOA
Adjacent non -riparian property owners
.<,@..., S Kf SHFkT
,Ptd/ Sfss/KfiL illM^��*f�!/iM�S�E.rri+BL fl/.Si?'✓/CE.rrPF
/3io .f.2u,E Bd /3/2- ,f/2cc4_ X0 /3/Yi¢tlLcrE R�
�
=14 Qa
RECEIVED
DEC 2 9 I'M"
DCM-MHD CIP,
/3 /8 i¢beuE Rv

the application. However, as they have been included in the Public Notice, there are concerns
which we would like addressed.
No parking lot modifications were shown in the CAMA Application. However, it was
mentioned within the narrative that some modifications would be required to satisfy municipal
requirements. It is our understanding that the current Occupancy Permit allows for 432
patrons/staff which requires 88 parking spaces. The additional buildings or square footage of
decking would be constructed in an effort to provide additional seating. If any additional seating
is allowed, the City of Wilmington should require additional parking spaces. It is unclear based
on the provided Public Notice where, if any, additional parking would be located. We feel it
would be prudent on behalf of DCM to ensure that all aspects of the proposed project (additional
parking, stormwater ponds etc) be provided to the adjacent property owners for review prior to
issuance of any permits.
It should also be noted that there is currently an on -going Code Enforcement case with the City
of Wilmington for expanding off -site parking without proper approvals. Again, it is unclear if
DCM's regulatory authority has purview in this capacity but it would be prudent to determine if
the project design submitted for the CAMA Permit is consistent with all Federal, State and Local
permitting authorities. We would request DCM to require the Applicant or Agent to provide a
full site plan that addresses any attendant features such as parking and stormwater facilities if
they will be required.
On behalf of the "Adjacent Property Owners" we appreciate the opportunity to provide
comments for the proposed project. Please feel free to contact me if you should have any
questions or would like to discuss in greater detail.
Sincerely,
Dr. Brady Semmel
Cc: Seagate Office Park HOA
Gray Gables HOA
Gray Gables Yacht Club HOA
Adjacent non -riparian property owners
eal
RECEIVED
DEC 2 9 "
DCM-MHD CIP,
SL
�it JVV46t �C

UNITED STATES DEPARTMENT OF COMMERCE
National Oceanic and Atmospheric Administration
NATIONAL MARINE FISHERIES SERVICE
Southeast Regional Office
w.,"00 26313th Avenue South
St. Petersburg. Florida 33701-5505
http://sero.nmfs.noaa.gov
January 16, 2015 F/SER47:FR/pw
(Sent via Electronic Mail)
Colonel Kevin P. Landers, Sr., Commander
U.S. Army Corps of Engineers Wilmington District
69 Darlington Avenue
Wilmington, North Carolina 28403-1398
Attention: Tyler Crumblev
Dear Colonel Landers:
NOAA's National Marine Fisheries Service (NMFS) reviewed the public notice for Action ID
No. SAW-2014-02306 dated December 17, 2014. Dockside Restaurant and Bar WB, LLC,
proposes to construct a new bulkhead waterward of the existing bulkhead and to reconfigure the
docking facility at an existing commercial waterfront restaurant adjacent to the Intracoastal
Waterway in Wilmington, New Hanover County. The area is not designated as a Primary
Nursery Area, and submerged aquatic vegetation is not expected to be present. The Wilmington
District's initial determination is the proposed project may adversely affect essential fish habitat
(EFH) or associated fisheries managed by South Atlantic Fishery Management Council, the Mid -
Atlantic Fishery Management Council, or NMFS. As the nation's federal trustee for the
conservation and management of marine, estuarine, and diadromous fishery resources, the
following comments and recommendations are provided pursuant to the authorities of the Fish
and Wildlife Coordination Act and the Magnuson -Stevens Fishery Conservation and
Management Act (Magnuson -Stevens Act).
The applicant proposes to build a new steel or concrete bulkhead two feet waterward of the
existing uncovered decking of the outdoor seating area. This would result in filling
approximately 2,360 square feet of estuarine waters; however this area is currently usurped with
the existing pilings to the deck area and concrete rubble associated with the existing foundation
of the restaurant building. The existing floating dock system would be entirely removed and
replaced basically within the same footprint. The new dock system would incorporate
approximately 4,725 square feet of estuarine waters; however these waters are currently usurped
by the existing floating dock system.
NMFS has no objection to the proposed project. Impacts are expected to be minimal, no coastal
wetlands would be impacted, and the area is regularly maintained by dredging.

W
Coats, Heather
From: Crumbley, Tyler SAW <Tyler. Crum [e-mail]. mil>
Sent: Friday, January 02, 2015 10:49 AM
To: Gary Greene
Cc: Howell, Jonathan; Mairs, Robb L; Coburn, Chad
Subject: FW: SAW-2014-02306 / Dockside Restaurant and Bar WB, LLC / New Hanover County /
CAMA Major_GP291 (UNCLASSIFIED)
Attachments: WB Encroachments.JPG
Gary,
Please see the comments below from the USACE Wilmington Navigation Branch. I will send out an official notice of
comments received, but wanted to give you a head start on addressing this issue.
Thank you.
-Tyler
Tyler Crumbley
Project Manager
U.S Army Corps of Engineers -Wilmington District Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
Phone: [phone]
Fax: [phone]
email: [e-mail]
"The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at: http://regulatory.usacesurvey.com/"
----Original Message ----
From: Arnette, Justin R SAW
Sent: Tuesday, December 23, 2014 2:02 PM
To: Crumbley, Tyler SAW
Cc: Horton, James T SAW
Subject: RE: SAW-2014-02306 / Dockside Restaurant and Bar WB, LLC/ New Hanover County / CAMA Major_GP291
(UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Any construction outside the setback is outside of what our policy covers so therefore Navigation has no issues with any
of that work. According to the plans, the large T-dock will be removed and re -configured and is currently an
encroachment into the Federal Setback. According to our setback policy "The redevelopment or expansion of existing
piers, docks, or other waterfront structures, (e.g., the conversion of commercial seafood docks to a residential marina),

K
will be subject to current setback policy and any required regulatory permit action." Therefore we would not authorize
them rebuild the large T-dock and any other structure within the setback once it is removed.
Thanks.
Justin Arnette
Land Use Coordinator, Cartographer
Wilmington District
U.S. Army Corps of Engineers
(910)-251-4196
[e-mail]
-----Original Message -----
From: Crumbley, Tyler SAW
Sent: Wednesday, December 17, 2014 2:16 PM
To: [e-mail]; Huggett, Doug; [e-mail], [e-mail];
[e-mail]; [e-mail]; [e-mail]; [e-mail];
[e-mail]; Wilson, Debra; Ellis, John; Fritz Rohde - NOAA Federal; Gledhill-earley, Renee; Horton,
James T SAW; Howell, Jonathan; [e-mail]; [e-mail]; Mairs, Robb L;
Scott.D.MCA][e-mail]; [e-mail]; Coburn, Chad
Cc: Crum bley, Tyler SAW
Subject: SAW-2014-02306 / Dockside Restaurant and Bar WB, LLC / New Hanover County/ CAMA Major_GP291
All,
Pursuant to the CAMA-Corps Programmatic Permit process, the North Carolina Division of Coastal Management
(NCDCM) has forwarded to our office a copy of the CAMA permit application, Field Investigation Report and Bio Report
for the subject project. The attached notice requests federal agency comments on this project by January 16, 2015.
The applicant proposes to construct a new bulkhead waterward of the existing bulkhead, construct additional
upland buildings, and reconfigure the existing docking facility.at an existing commercial waterfront restaurant. This
project is located at 1308 Airlie Road, adjacent to the AIWW, in Wilmington, New Hanover County, North Carolina.
Coordinates in Decimal Degrees are: 34.215577 N,-77.815787 W. Please see the field investigation report and the
application for more detailed information concerning the proposed project.
A copy of the applicant's permit application and plans are attached.
This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the Magnuson -Stevens Fishery
Conservation and Management Act. The Corps' initial determination is that the proposed project may affect EFH or
associated fisheries managed by the South Atlantic or Mid Atlantic Fishery Management Councils or the National Marine
Fisheries Service. Impacts are expected to be minimal since no coastal wetlands will be impacted, the area is regularly
maintained by dredging, the project area is not designated as PNA, and SAV is not expected to be present based on
observation from aerial photography.
The Corps has reviewed the project area, examined all information provided by the applicant and consulted the
latest North Carolina Natural Heritage Database. Based on available information, the Corps has determined that the
project may affect but is not likely to adversely affect the West Indian manatee. The use of the Manatee Guidelines will
be required as a condition of this proposed action. The project will not affect any other species listed as threatened or
endangered or their critical habitat formally designated pursuant to the Endangered Species Act of 1973 (ESA) within the
project area.

Pursuant to Section 106 of the National Historic Preservation Act (NHPA) of 1966, Appendix C of 33 CFR Part
325, and the 2005 Revised Interim Guidance for Implementing Appendix C, the District Engineer consulted district files
and records and the latest published version of the National Register of Historic Places and initially determines that no
historic properties, nor properties eligible for inclusion in the National Register, are present within the Corps' permit
area: therefore, there will be no historic properties affected.
Please contact me if you have any questions. Please provide comments as soon as you can or by January, 16,
2015.
Tyler Crumbley
Project Manager
U.S Army Corps of Engineers -Wilmington District Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
Phone: [phone]
Fax: [phone]
email: [e-mail]
"The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at: http:Hregulatory.usacesurvey.com/"
Classification: UNCLASSIFIED
Caveats: NONE
Classification: UNCLASSIFIED
Caveats: NONE

Coats, Heather
From:
Crumbley, Tyler SAW <Tyler. [e-mail]. mil>
Sent:
Tuesday, January 26, 2016 11:21 AM
To:
Coats, Heather
Subject:
Recommended conditions for Dockside
Heather,
Below are the recommended conditions from us. Since they are just working on the bulkhead and not touching the dock
within the setback, Navigation is not concerned with it. Like with all of the GP291 Programmatic permits, can you please
send me an electronic version of your permit as soon as you issued it, so I can get mine out?
Thanks..
-Tyler
Dear Mr. Huggett:
Reference the application of Mr. Doug Leech to construct a new bulkhead waterward of the existing bulkhead, construct
additional upland buildings at an existing commercial waterfront restaurant. This project is located at 1308 Airlie Road,
adjacent to the AIWW, in Wilmington, New Hanover County, North Carolina. Coordinates in Decimal Degrees are:
34.215577 N,-77.815787 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. In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must
implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and strictly adhere to all requirements therein. The
guidelines can be found at http://www.fws.gov/nc-es/mammal/manatee guide lines.pdf.
2. Dredging is not authorized.
3. 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].
4. All work authorized by this permit must be performed in strict compliance with the submitted plans received on
19 January, 2016, 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.
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. Except as specified in the plans attached to this permit, no excavation, fill or mechanized land -clearing aCtivitlEs
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.
7. 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.
8. 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.
9. 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.
10. 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.
11. 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.
12. 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).
13. 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.
14. 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.
15. 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.

Westionslor comments may be addressed to Mr. Tyler Crumbley, Wilmington Field Office, Regulatory Division,
telephone [phone].
Tyler Crumbley
Project Manager
U.S Army Corps of Engineers -Wilmington District Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
Phone:[phone]
Fax: [phone]
email: [e-mail]
"The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at: http://regulatory.usacesurvey.com/"

Coats, Heather
From: Crumbley, Tyler SAW <Tyler. C ru [e-mail]. m il>
Sent: Wednesday, January 20, 2016 9:49 AM
To: Coats, Heather
Cc: Arnette, Justin R SAW
Subject: RE: Dockside Permit Application
Attachments: Dockside Request for Permit Application Process to Resume and Modificati.... pdf, Revised
Drawings and Narrative for Dockside Pemit Application.pdf
Heather,
I don't think we have any issue with the new proposal. The biggest issue with the initial submittal was their plans to
work on structures that are currently a violation of our CW setback policy. If they did any work on those, they would
have to be removed and put back in the correct location outside of the setback. They stated (and the plans show) an
avoidance any such work. I am forwarding this on to our Nav Division for final review.
After I get word back from Justin, I'll send you over some conditions (still under the GP291 process for me). No other
significant comments were received from
Thanks.
-Tyler
-----Original Message -----
From: Coats,.Heather[mailto:[e-mail]]
Sent: Tuesday, January 19, 2016 10:52 AM
To: Crumbley, Tyler SAW <[e-mail]>
Subject: [EXTERNAL] FW: Dockside Permit Application
Tyler,
We had this project on applicant hold for some time and Gary has requested we resume processing- I believe the last
correspondence I have in the file from you was an email to Gary on Jan 6, 2015 regarding the existing docks and the
setback. It looks like they have addressed that by leaving the encroaching docks in place except to relocate a mooring
pile the gangway that appear to be outside of the setback and ROW. Was that your only concern with the project? Do
you have any comments on the proposed bulkhead or any other aspect of the project?
Thanks!
Heather

Heather Coats
Assistant Major Permits Coordinator
Division of Coastal Management
North Carolina Department of Environmental Quality
910 796 7302 office
[e-mail] <mailto:[e-mail]>
127 Cardinal Drive Extension
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Gary Greene [mailto:[e-mail]]
Sent: Wednesday, January 13, 2016 3:50 PM
To: Mairs, Robb L <[e-mail]>
Cc: Coats, Heather <[e-mail]>; Huggett, Doug <[e-mail]>
Subject:
All
Attached is request to resume review process. We do realize that the deck on the north side within the 15 feet offset
cannot be replaced until the adjacent property owner agrees to a wavier.

97
`State of North Carolina
Department of Environmental Quality
Wilmington Regional Office
Division of Environmental Assistance and
Customer Service
Pat McCrory, Governor
Donald van der Vaart, Secretary
INVOICE
BILL TO: Shanklin & Nichols, LLP
ADDRESS: 214 Market St, Wilmington, NC 28401
INVOICE NUMBER: DCM 12915
DATE OF INVOICE: 12/9/15
11 DESCRIPTION AMOUNT I
212 copies, Dockside Restaurant major permit file 1 $10.60
TOTAL 1 $10.60
Please attach one copy of this invoice to your check,
made payable to NCDEQ, and mail to:
NCDEQ Wilmington Regional Office
Attn: Patricia Hay
127 Cardinal Drive Ext.
Wilmington, NC 28405
NC DEQ - Division of Environmental Assistance and Customer Service
127 Cardinal Drive Extension
Wilmington NC 28405-3845
127 Cardinal Drive Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

STATE OF NORTH CAROLINA
Department Environmental Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
(910) 7%-7215
FILE ACCESS RECORD
DIVISION OF COASTAL MANAGEMENT
DATE / TIME 12/8/15 4:00pm
NAME Nicole Cooper
REPRESENTING Shanklin & Nichols, LLP.
PHONE [phone]
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to making public records in
our custody readily available to the public for review and copying. We also have the responsibility to the
public to safeguard these records and to carry out our day-to-day program obligations. Please read
carefully the following guidelines signing the form:
1. 11MA Major Permits are issued out of the Morehead City District Office The C0MP.LETE
*Wis in the Morehead Office and may cmiOn additional information
wmay not be in the W IRO file.
2. Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment to review the files. Anoointments will be scheduled
between 9:00am and 3:00pm. Viewing time ends at 4:45pm. Anyone arrivine without an
appointment may view the files to the extent that time and staff supervision is available.
3. You must specify files you want to review by facility name. The number of files that you
may review at one time will be limited to five.
4. You may make copies of a file when the copier is not in use by the staff and if time permits.
Cost per copy is $.05 cents. Payment may be made by check, money order, or cash at the
reception desk. Copies totaline $5.00 or more can be invoiced for your convenience.
5. FILES MUST BE KEPT IN ORDER YOU FOUND THEM. Files may not be taken
from the office. To remove, alter, deface, mutilate, or destroy material in one of these files is
a misdemeanor for which you can be fined up to $500.00. No briefcases, large totes, etc. are
permitted in the file review area.
6. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
FACILITY NAME COUNTY
1. pending MP Dockside Restaurant NHCo
2.
3.
4.
--- � 4 4 %opt l I� 8 15 :15 N : ! o
Signature ' Date Time In Time Out
COPIES MADEa 101 PAID INVOICE
G:CAMA/Shaun/fom,s

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North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
February 24, 2015
Gary Greene
PO Box 99213
Raleigh, NC 27624-9213
Dear Sir:
This letter is in response to your application request under the Coastal Area Management Act
(CAMA) to carry out development activities at 1308 Arlie Road in New Hanover County.
Processing of the permit application, which was received by the Division of Coastal
Management's Morehead City office on 11/7/14, is ongoing. However, it has been determined
that additional information will be required prior to the Division taking final action on your
application. This item is summarized below:
1) It is the policy of this Division that, prior to taking final action on a project of this nature,
approval is needed from New Hanover County. It is our understanding that this approval
has not yet been obtained. Therefore, it is necessary that processing of your application
be placed in abeyance until New Hanover County concludes these issues and issues their
approval for the proposal, and a copy of the approval is supplied to this office.
You will be given five working days from date of mailing. If you can provide to this office a
copy of the approval within the required time, DCM staff will continue processing of the
application and the processing clock will not be suspended. If the required information is not
provided to this office within the specified timeframe, processing of the application will be
suspended until such time as the requested information is provided. If you have any questions
concerning these matters, please feel free to contact me by telephone at [phone], or by
email me at [e-mail].
Sincerely,
Jonathan
Asst. Major Permits Coordinator
CC: Robb Mairs - NCDCM
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] Internet: www.ncdenr.gov
An Equal Opportunity 1 Affirmagve Action Employer— Made In part by recycled paper

1 '
STATE OF NORTH CAROLINA
r// Department of Environmental and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
FILE ACCESS RECORD
DIVISION OF COASTAL MANAGEMENT
DATE / TIME
NAME (1JD}{ct /7Zrl.�
REPRESENTING
PHONE
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to making public records in
our custody readily available to the public for review and copying. We also have the responsibility to the
public to safeguard these records and to carry out our day-to-day program obligations. Please read
carefully the following guidelines signing the form:
1. CAMA Major Permits are issued out of the Morehead City District Office. The COMPLETE
file is in the Morehead Office and may contain additional information and/or comments which
may not be in the WIRO file.
2. Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment to review the files. Appointments will be scheduled
between 9:00am and 3:00pm. Viewing time ends at 4:45pm. Anyone arriving without an
appointment may view the files to the extent that time and staff supervision is available.
3. You must specify files you want to review by facility name. The number of files that you
may review at one time will be limited to five.
4. You may make copies of a file when the copier is not in use by the staff and if time permits.
Cost per copy is $.05 cents. Payment may be made by check, money order, or cash at the
reception desk. Copies totaling $5.00 or more can be invoiced for your convenience.
5. FILES MUST BE KEPT I7V ORDER YOU FOUArD THEM. Files may not be taken
from the office. To remove, alter, deface, mutilate, or destroy material in one of these files is
a misdemeanor for which you can be fined up to $500.00. No briefcases, large totes, etc. are
permitted in the file review area.
6. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
FACILITY NAME COUNTY
1.
3.
4.
_ Signature.. Date Tb
COPIES MADE PAID INVOICE
G:CAMA/Shaun/fonns
Time Out

GARY GREENE
E N G I N E E R S
POST OFFICE BOX 99213
RALEIGH, NORTH CAROLINA 27624-9219 USA
919-855-8488 FAX [phone]
E-MAIL: GK(;REENEca GARYGREENE-ENGINEERS.COM
January 12, 2015
Linda Lewis
Land Quality Section
NC Department of Environmental and Natural Resources
t27 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: Request for Stormwater Redevelopment Exclusion
Permit Applications - Dockside Bulkhead and Improvements
Dockside Restaurant & Bar Wb LLC
Dear Ms. Lewis:
Gary Greene Engineers, on behalf of Hess Dockside Restaurant & Bar Wb LLC, is submitting a
request for a stormwater redevelopment exclusion for subject project. The attached document
provides the information supporting the request.
I trust that this correspondence is sufficient for your review of our clients request for the exclusion.
However, if you have any questions or need additional information, please do not hesitate to contact
me.
Sincerely
Gary K Greene PE D.PE
`W! Robb Mairs, DCM
RECEIVED
BAN 2 o rf�
Q"tW)1VL}'y'X,aiw
RECEIVED
DCM WILMINGTON, NC
R
JAN 16 Z015

I;`
REQUEST FOR
STORMWATER REDEVELOPMENT EXCLUSION
Project: Dockside Bulkhead and Improvements
Wilmington, North Carolina
Owner: Dockside Restaurant & Bar Wb LLC
1308 Airlie Road
Wilmington, NC 28403
919-256-2752
Agent: Gary Greene
Gary Greene Engineers
PO Box 99213
Raleigh, NC 27624
919-855-8488
RECEIVED
JAN 8 0 20b
Date: January 12, 2015 W-0-00W W"
Description of Site and Project
The project site is a commercial restaurant located at 1308 Airlie Road. The site consists of paved areas for
parking, building structures, exterior patios and walkways along with floating docks. A survey of the site was
performed and mapped by Michael Underwood and Associates and is utilized to described the existing
features. The attached drawing sheet 1 illustrates and identifies the limits of various types of pervious and
impervious built upon areas above mean high water at the site (mean high water noted on drawing). The
square footage of the various area segments was developed by tracing the perimeter of the segment and listing
the area through an AutoCad function. The following provides square footage of the various identified areas
along with a summation of pervious and impervious as compared to total area.
Number
Surface
Area (st)
Subtotal (sf)
% of Total
Pervious
I
lawn and landscape
655.907
1,401.808
6.99%
2
planter landscape
38.875
3
pebble rock
8.617
4
planter landscape
160.344
5
planter landscape
113.757
6
planter landscape
178.154
7
planter landscape
246.154
Impervious
8
concrete paving
10,914.027
18,647.283
93.01 %
9
timber deck
U 75.068
10
timber deck
135.414
1 1
building structures
4,529.943
1 _'
timber walkway
357.868
13
solid brick pavers
1,148.413
14
solid brick pavers
486.550
IVED
DCM WILMINGTON, NC
JAN JV2Ufi3

Redevelopment Exclusion Request
Dockside Bulkhead & Improvements
As noted above, impervious surfaces account for 93.01 % of the total area (20,049.091 sf or 0.460 ac). Of the
impervious areas, the timber deck areas (1210.482sf) discharges through openings between decking boards
to surfaces below draining directly to the tidal waters.
The topography of the site is provided on attached drawing sheet 2. From the site, one can note that the
surface drainage for the concrete paving is directed to the inlets within the paved area. Stormwater in the
inlets is directed to a buried pipe between the inlets for infiltration. The parking area does not receive any
off -site stormwater in that drainage from the adjacent roadway is directed away from the site. On the north
end, the stormwater is either directed across the roadway or infiltrated into the planter areas.
The proposed project will install a new bulkhead around the waterside perimeter of the timber decks and have
sand backfill placed between existing bulkhead or revetment and the new bulkhead. Also two new building
two structures will be constructed landside above grade (second story additions). These items are illustrated
on attached drawing sheet 3.
For the bulkhead, the stormwater will still be directed through the deck but will be deposited into the sand
fill below in lieu of directly flowing into the tidal waters. The maximum elevation of the sand fill will result
in the timber deck surface boards and stringers being above the sand. The top of the sheeting (or cap) will
be above the elevation of the sand fill to act as a curb preventing loss of fill over the sheetpile and flow of
storm water, from the timber deck surfaces, over the top of the bulkhead.
The proposed second story building structure located on the south side of the site will be completely above
the existing concrete paving with an attached exterior timber deck that will allow drainage through the deck
either to the concrete paving or the existing timber deck below. The building will either direct storm water
to existing storm inlets (infiltrated) or existing timber deck at ground level; thus, storm water will be directed
in the same manner as existing conditions. No grading is proposed with the only work at ground level being
associated with building foundations. No loss of pervious nor gain of impervious surfaces will occur with
proposed construction.
At the north end of the site, the proposed second story structure addition will be above the existing building,
solid brick pavers and pervious ground surfaces. In order to ensure no increase in net built upon area, existing
solid brick paver and concrete paving areas will be removed and converted to a landscaped pervious surface
as indicated. A breakdown of pervious areas loss and gained is summarized in the table below. The ratio of
area gain to loss is 184%. Similar to existing features, areas of pervious areas loss and gained were
determined with the AutoCad drawing. Stormwater from the roof of second story addition will be directed
to the ground areas for infiltration into the pervious areas similar to runoff from impervious to pervious.
Description
Area Loss (sf)
Area Gained (sf)
Pervious planter area covered
1.630
Pervious planter area covered
317.757
Impervious solid brick paver to planter
117.039
Impervious solid brick paver to planter
385.235
Impervious concrete paving to planter
85.376
Total
319.387
587.650
RECEIVED
)AN 2 0 20155
H64WA-WA11k N-"
RECEIVED
DCM WILMINGTON, NC
JAN 15 203ezof 3

Redevelopment Exclusion Request
Dockside Bulkhead & Improvements
Justification for Exclusion
Since the completed work will result in no net increase in built -upon area from what currently exists and
provides an equivalent stormwater control, the project satisfies the requirements for redevelopment exclusion.
Considering the proposed building plans are conceptual at this time, new work areas have been developed
from AutoCad. It is proposed that during construction of the project, that the actual areas will be mapped
by a licensed surveyor to verify the new building areas along with the constructed pervious areas lost and
constructed pervious areas gained. The completed work shall satisfy the proposed ratio noted in this
document. The near surface soils and ground cover for the pervious area gained will be same or better (from
infiltration aspect) than the pervious area lost.
RECEIVED
JAN 2 0 20b
pfb WWWQPII "
RECEIVED
DCM WILMINGTON, NC
JAN 1510150e 1

m
Mairs, Robb L
From: Gary Greene <gkgreene@earth link.net>
Sent: Thursday, August 13, 2015 3:17 PM
To: Mairs, Robb L, Huggett, Doug
Subject: Dockside
Robb and Doug
Dockside has requested that I ask to re -open the review of their permit application for improvements. In
addition to re -opening the review, they have now requested that the building additions (provided in the original
permit request) be included in the request. Forwarding this email to ask how you would like to proceed with
this request. Do I need to prepare a letter along with proposed permit drawings and narrative? Should we meet
to discuss?
Gary K Greene PE, D PE
Gary Greene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
Skype ID gary-green
I John 3:17 "Ifyou see some brother or sister in need and have the means to do something about it but turn a cold shoulder and do nothing, what
happens to God's love? It disappears. And you made it disappear."(MSG)

�w
Howell, Jonathan
From: Bennett, Ronda
Sent: Friday, February 13, 2015 8:24 AM
To: Howell, Jonathan
Subject: FW: Dockside Restaurant & Bar CAMA Major Permit Application
Jonathan, Can you review this file for anything that may be Confidential material? I appears it has not been issued yet. I
expect I will get a call today to provide copies to this Attorney's office. I just want to make sure that there is not any
Attorney -Client privileged items that I should not provide. Thanks
From: Wilson, Debra
Sent: Thursday, February 12, 2015 5:02 PM
To: Nichole Cooper
Cc: Hay, Patricia; Bennett, Ronda
Subject: RE: Dockside Restaurant & Bar CAMA Major Permit Application
You may contact Patricia Hay in our office to set up a file review and her phone number is [phone]. However, the
most complete file is in the Morehead City Office. Ronda
Bennett will be the contact person in Morehead, her phone number is [phone] ext.206. I have copied both of
them on this e-mail so they will be expecting your call.
Debbie Wilson, District Manager
NC Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, NC 28405
[phone] Fax: [phone]
From: Nichole Cooper (maiito:ncooperCalshanklaw.com]
Sent: Friday, February 06, 2015 12:19 PM
To: Wilson, Debra
Cc: Ken Shanklin
Subject: Dockside Restaurant & Bar CAMA Major Permit Application
Ms. Wilson:
Can you please send us a copy of everything you have on file for the Dockside Restaurant (1308 Airlie Rd.) CAMA Major
permit application to install a bulkhead?
Thank you,
Nichole A. Cooper
Paralegal
Shanklin & Nichols, LLP
Telephone [phone]; Telefax [phone]
Confidentiality Notice: This e-mail message and any attachments are intended solely for the individual designated above. It may
contain confidential or proprietary information and may be subject to attorney -client privilege or other confidentiality protections. If you
are not the intended recipient, you are not authorized to read, copy, retain or distribute this message. If you receive this message in

error, please notify the sender by reply e-mail and delete this message. The sender does not waive any privilege or right of privacy or
confidentiality that may attach to this communication. Thank you.

t�
Howell, Jonathan
From: Gary Greene <gkgreene@earthlin k. net>
Sent: Friday, February 13, 2015 1:51 PM
To: Howell, Jonathan; Mairs, Robb L
Subject: FW: Dockside
Jonathan
Will be forwarding a letter to put the Dockside permit — "on hold".
Gary K. Greene PE D.PE
Gary Greeene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
SkypeID gary-greene
1 John 3:17 "If you see some brother or sister in need and have the means to do something about it but turn a cold shoulder and do nothing, what
happens to God's lave? It disappears. And you made it disappear."(MSG)
From: Gary Greene[mailto:gkgreene(.dearthlink.netl
Sent: Friday, February 13, 2015 9:19 AM
To: 'Howell, Jonathan'; 'Mairs, Robb L'
Subject: Dockside
Jonathan
Yesterday, I have advised Dockside to request that the permit review "on hold" and waiting for their
reply. They have their lawyer involved on both this permit and the Semmel dock permit — not sure what is
taking place. At this time, I have modified the permit as follows:
1. Removed proposed building additions
2. Have noted that some of the docks will be temporarily removed to allow installation of the bulkhead and
re -installed to original position. I have looked into this item and we can re -install the docks to existing
location with the new bulkhead.
Dockside still would like to have the original alignment of the bulkhead. Per conversation with their neighbors,
they understand that the neigbors concern on the north side is that with the new bulkhead alignment, Dockside
in the future may seek to push the deck closer to the waterway — thus they were going to asure the neighbors
that this would not happen. I told Dockside that 1) any request to expand the decked area waterward would be

denied because that it is not a water dependent use and 2) the reason for DCM wanting to modify bulkhead
alignment on north side is due to the extensive offset.
Hopefully, will get update to you soon.
Gary K. Greene PE D.PE
Gary Greeene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919417-1698
SkypeID gary-greene
1 John 3:17 "Ijyou see some brother or sister in need and have the means to do something about it but turn a cold shoulder and do nothing, what
happens to God's love? It disappears. And you made it disappear."(MSG)

Howell, Jonathan
From: Gary Greene <[e-mail]>
Sent: Friday, February 13, 2015 9:19 AM
To: Howell, Jonathan; Mairs, Robb L
Subject: Dockside
Jonathan
Yesterday, I have advised Dockside to request that the permit review "on hold" and waiting for their
reply. They have their lawyer involved on both this permit and the Semmel dock permit — not sure what is
taking place. At this time, I have modified the permit as follows:
1. Removed proposed building additions
2. Have noted that some of the docks will be temporarily removed to allow installation of the bulkhead and
re -installed to original position. I have looked into this item and we can re -install the docks to existing
location with the new bulkhead.
Dockside still would like to have the original alignment of the bulkhead. Per conversation with their neighbors,
they understand that the neigbors concern on the north side is that with the new bulkhead alignment, Dockside
in the future may seek to push the deck closer to the waterway — thus they were going to asure the neighbors
that this would not happen. I told Dockside that 1) any request to expand the decked area waterward would be
denied because that it is not a water dependent use and 2) the reason for DCM wanting to modify bulkhead
alignment on north side is due to the extensive offset.
Hopefully, will get update to you soon.
Gary K. Greene PE D.PE
Gary Greeene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
SkypeID gary-greene
1 John 3:17 "If you see some brother or sister in need and have the means to do something about it but turn a cold shoulder and do nothing, what
happens to God's love? /t disappears. And you made it disappear."(MSG)

Coats, Heather
From:
Huggett, Doug
Sent:
Monday, August 31, 2015 8:23 PM
To:
Coats, Heather
Subject:
FW: Dockside
Doug Huggett
Manager, Major Permits and Federal Consistency Section
North Carolina Division of Coastal Management
[e-mail]
[phone] ext.212
From: Gary Greene [mailto:[e-mail]]
Sent: Thursday, August 13, 2015 3:17 PM
To: Mairs, Robb L; Huggett, Doug
Subject: Dockside
Robb and Doug
Dockside has requested that I ask to re -open the review of their permit application for improvements. In
addition to re -opening the review, they have now requested that the building additions (provided in the original
permit request) be included in the request. Forwarding this email to ask how you would like to proceed with
this request. Do I need to prepare a letter along with proposed permit drawings and narrative? Should we meet
to discuss?
Gary K Greene PE, D PE
Gary Greene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
§kype ID gary-green
1 John 3:17 "Ijyou see some brother or sister in need and have the means to do something about it but turn a cold shoulder and do nothing, what
happens to God's love? It disappears. And you made it disappear."(MSG)

Coats, Heather
From:
Huggett, Doug
Sent:
Monday, August 31, 2015 8:21 PM
To:
Coats, Heather
Subject:
FW: Dockside
Attachments:
FW: SAW-2014-02306 / Dockside Restaurant and Bar WB, LLC / New Hanover County /
CAMA Major_GP291 (UNCLASSIFIED); RE: SAW-2014-02306 / Dockside Restaurant and
Bar WB, LLC / New Hanover County / CAMA Major_GP291 (UNCLASSIFIED); RE:
[EXTERNAL] RE: SAW-2014-02306 / Dockside Restaurant and Bar WB, LLC / New Hanover
County / CAMA Major _GP291 (UNCLASSIFIED); RE: [EXTERNAL] RE: SAW-2014-02306 /
Dockside Restaurant and Bar WB, LLC / New Hanover County / CAMA Major _GP291
(UNCLASSIFIED); RE: [EXTERNAL] RE: SAW-2014-02306 / Dockside Restaurant and Bar
WB, LLC / New Hanover County / CAMA Major_GP291 (UNCLASSIFIED)
Doug Huggett
Manager, Major Permits and Federal Consistency Section
North Carolina Division of Coastal Management
[e-mail]
[phone] ext. 212
From: Howell, Jonathan
Sent: Monday, August 31, 2015 2:41 PM
To: Huggett, Doug
Subject: Dockside
More emails

N
Coats, Heather
From:
Huggett, Doug
Sent:
Monday, August 31, 2015 8:23 PM
To:
Coats, Heather
Subject:
FW: Dockside
Doug Huggett
Manager, Major Permits and Federal Consistency Section
North Carolina Division of Coastal Management
do ug. h uggett@ ncdenr.gov
[phone] ext. 212
From: Gary Greene [mailto:gkgreene(&earthlink.net]
Sent: Thursday, August 13, 2015 3:17 PM
To: Mairs, Robb L; Huggett, Doug
Subject: Dockside
Robb and Doug
Dockside has requested that I ask to re -open the review of their permit application for improvements. In
addition to re -opening the review, they have now requested that the building additions (provided in the original
permit request) be included in the request. Forwarding this email to ask how you would like to proceed with
this request. Do I need to prepare a letter along with proposed permit drawings and narrative? Should we meet
to discuss?
Gary K Greene PE, D PE
Gary Greene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
SkypeID gary-greene
1 John 3:17 "If you see some brother or sister in need and have the means to do something about it but turn a cold shoulder and do nothing, what
happens to God's love? It disappears. And you made it disappear."(MSG)

Coats, Heather
From:
Huggett, Doug
Sent:
Monday, August 31, 2015 8:22 PM
To:
Coats, Heather
Subject:
FW: Dockside
Doug Huggett
Manager, Major Permits and Federal Consistency Section
North Carolina Division of Coastal Management
doug.huesettPncdenr.gov
[phone] ext. 212
From: Howell, Jonathan
Sent: Monday, August 31, 2015 11:31 AM
To: Huggett, Doug
Subject: FW: Dockside
NC Department of Environmentand Natural Resources ..
943 Washington Square Mall
Washington, NC 27889
Phone: [phone] Fax [phone]
Jonathan.Howell anncdenr aov
Please visit www.nccoastaimananementnet to subscribe
to Coastal Management's quarterly newsletter, the .
CAMAgram...
E-mail correspondence to and from this address
maybe subject to the North Carolina Public
Records Law and may be disclosed to third parties.
From: Gary Greene[mailto:okoreene(cbearthlink.net]
Sent: Wednesday, June 10, 2015 1:02 PM
To: Howell, Jonathan
Subject: Dockside
Jonathan
Not sure Dockside is going to come off the "on hold" status soon. They, are working on resolving parking
issues with the City of Wilmington (not just expansion but also for current operation). This obviously will
impact their ability to operate.
As far as Semmel, I thought that the modification for "ability to modify docks not located in the 15 feet offset"
would null any comments.

Gary K Greene PE, D.PE
Gary Greene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
Skype ID gary-greene
1 John 3:17 "ljyou see some brother or sister in need and have the means to do something about it but turn a cold shoulder and do nothing, what
happens to God's love? It disappears. And you made it disappear."(MSG)

Coats, Heather
From:
Huggett, Doug
Sent:
Monday, August 31, 2015 8:24 PM
To:
Coats, Heather
Subject:
FW: Dockside
Doug Huggett
Manager, Major Permits and Federal Consistency Section
North Carolina Division of Coastal Management
d o ue. h uasett @ n cd e n r.gov
[phone] ext. 212
From: Howell, Jonathan
Sent: Tuesday, February 03, 2015 10:40 AM
To: Huggett, Doug
Subject: FW: Dockside
Lets talk on this if we can
From: Gary Greene[mailto:gkgreene(aearthlink.net]
Sent: Monday, February 02, 2015 1:35 PM
To: Howell, Jonathan
Subject: Dockside
Jonathan
Docks will only be moved to allow for bulkhead installation — no replacement. Will have minor modification
with the modification to reconnect. Will modify drawing later and submit.
Owner will get back to me on bulkhead alignment along with building. Probably will be modifying the
bulkhead alignment to continue in straight line from south to north then turn back west at north end to tie into
existing.
Gary K Greene PE, DYE
Gary Greeene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
Skype ID gary-green
1 John 3:17 "Ifyou see some brother or sister in need and have the means to do something about it but turn a cold shoulder and do nothing, what
happens to God's love? It disappears. And you made it disappear."(MSG)

Coats, Heather
From:
Gary Greene <[e-mail]>
Sent:
Friday, January 23, 2015 3:13 PM
To:
Howell, Jonathan
Cc:
Mairs, Robb L
Subject:
Dockside
Jonathan
Just checking in on status of permit (today is #75).
Robb — may be getting with you on another matter at Dockside. Apparently, one of the piles under the bar area
(the two story section at mid point of site) has some problems that occurred today. Once we get new bulkhead
in — this would be landside of new bulkhead (but not old).
Thanks in advance to both of you for your assistance
Gary K Greene PE, D.PE
Gary Greeene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
Skype ID gary-greene
l John 3:17 "Ijyou see some brother or sister in need and have the means to do something about it but turn a cold shoulder and do nothing, what
happens to God's love? It disappears. And you made it disappear."(MSG)

Coats, Heather
From: BRADY SEMMEL <[e-mail]>
Sent: Friday, January 23, 2015 4:02 PM
To: Howell, Jonathan
Subject: Re: Dockside Restaurant & Bar WB, LLC Major Permit Application
Jonathan,
Thank you for taking the time to talk with me today about the Dockside CAMA permit. As I stated in our phone conversation, there is a
public hearing regarding the rezoning of a portion of the Dockside property on Wednesday, February 4.
Please keep me informed of any new details regarding this CAMA application.
Brady Semmel
On Friday, January 23, 2015 1:22 PM, "Howell, Jonathan" <ionathan.howell(a)ncdenr.00v> wrote:
FYI
From: Mairs, Robb L
Sent: Monday, December 22, 2014 11:19 AM
To: Howell, Jonathan
Subject: FW: Dockside Restaurant & Bar WB, LLC Major Permit Application
From: Eryn Moller fmailto:Ervn.Moller(a7.Wilmingtonnc.gov1
Sent: Wednesday, December 10, 2014 8:29 AM
To: Mairs, Robb L
Cc: Howell, Jonathan; Ron Satterfield
Subject: Dockside Restaurant & Bar WB, LLC Major Permit Application
I am emailing you in response to our conversation earlier regarding the permit application packet for
Dockside Restaurant & Bar WB, LLC. The City of Wilmington has no objection to the bulkhead
replacement and the reconfiguration of the docking facility. However, we have not received
any information regarding the upland development. Any development must comply with the City of
Wilmington Code of Ordinances, pertinent local plans, and flood regulations.
A hard copy of this correspondence is to follow.
Respectfully,
Eryn K. Moller, CZO, CFM
Associate Planner - Zoning
Planning Division
City of Wilmington

910-34
E-mail correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties.

Coats, Heather
From: Gary Greene <[e-mail]>
Sent: Friday, January 30, 2015 3:16 PM
To: Howell, Jonathan
Subject: RE: Major Permit Application
Jonathan
In office today and Monday — traveling next Tuesday thm Thursday. Also traveling the following week.
Gary K Greene PE, DYE
Gary Greeene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
SkypeID gary-greene
1 John 3:17 "Ifyou see some brother or sister in need and have the means to do something about it but turn a cold shoulder and do nothing, what
happens to God's love? It disappears. And you made it disappear."(MSG)
From: Howell, Jonathan [mailto:[e-mail]]
Sent: Friday, January 30, 2015 2:58 PM
To: Gary Greene
Subject: RE: Major Permit Application
I understand Gary. Can you let me know as soon as you can how the applicant wishes to proceed. There are a number of
issues with this project presently. Of which are zoning, riparian corridors, bulkhead alignment. Can we set up a time to
discuss and figure out the direction to go? Thanks.
Jonathan
From: Gary Greene[mailto:gkoreene(cbearthlink. net]
Sent: Wednesday, January 28, 2015 10:13 AM
To: Howell, Jonathan
Cc: Mairs, Robb L
Subject: RE: Major Permit Application
Jonathan
I understand the situation —was not aware of 7H .0601. However, I caution DCM concerning the wide range
of implications concerning the language of 7H .0601 . It appears per the language that DCM should be
knowledgeable of the various codes etc and thus permitting something against these could mean that DCM
could be liable for permitting a facility that does not meet code. For example, does DCM insure that marinas
satisfy fire codes by providing required protection. Really suggest that DCM become familiar with the revised

building codes. For example, top of guide piles for floating docks will have to be 2 feet above the FEMA base
flood elevations (AE or VE elevations) and other items.
Since the building code requires building permits for the various developments, I would recommend that DCM
avoid this responsibility. Even if someone gets a CAMA permit, it does not mean they can get a building
permit. If county building inspectors can be sued, why not protect DCM staff and leave enforcement of the
other state and local codes to others. DCM would still be ensuring that the project satisfies environmental
concerns.
Have made my client aware of situation and awaiting a reply.
Gary K Greene PE, D.PE
Gary Greeene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
SkypeID gary-greene
1 John 3:17 "Ifyou see some brother or sister in need and have the means to do something about it but turn a cold shoulder and do nothing, what
happens to God's love? It disappears. And you made it disappear."(MSG)
From: Howell, Jonathan fmailto:[e-mail]
Sent: Tuesday, January 27, 2015 10:44 AM
To: Gary Greene
Cc: Mairs, Robb L
Subject: RE: Major Permit Application
Hey Gary, the Division does not review every Zoning ordinance or make a determination that a project is not consistent
with a local ordinance. We rely on the local government to communicate to the Division whether a project is consistent
or inconsistent. In this instance, we have received notice from the local government that the project is not consistent
and therefore, in accordance with 7H .0601 we cannot move forward with issuing a permit. I have copy and pasted the
rule below. Give me a call and we can discuss.
SECTION .0600 - DEVELOPMENT STANDARDS APPLICABLE TO ALL AECs
15A NCAC 07H .0601 NO VIOLATION OF ANY RULE
No development shall be allowed in any AEC which would result in a contravention or violation of any rules,
regulations, or laws of the State of North Carolina or of local government in which the development takes place.
From: Gary Greene[mailto:gkgreeneCalearthlink.net]
Sent: Tuesday, January 27, 2015 10:26 AM
To: Howell, Jonathan
Subject: RE: Major Permit Application
Jonathan
Can you provide information where provision of parking or other similar codes /zoning is included in Division
of Coastal Managements requirements for issuing a permit. Do not see how this is an environmental issue as

long as type of development is compatible with zoning. So does DCM not issue a permit if ADA requirements
are not indicated to be satisfied in permit application along with other issues. Does DCM check the width of
floating docks and number of gangways to ensure they satisfy code requirements based on occupant
loading. Similarly with ADA and fire code for docks? Zoning also requires landscape aspects — does this have
to be satisfied for DCM permit?
My thoughts were that the owner would need approval of a CAMA major permit with regard to environmental
impact. If a CAMA permit is issued, the owner still has to submit construction documents addressing parking,
access and other code related items in order to get a "building permit" issued. If DCM chooses to enforce one
aspect of the code / zoning in this permit, then other aspects of building / zoning codes should be reviewed prior
to receiving a permit ??
Gary K Greene PE, D.PE
Gary Greeene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
Skype ID gary-green
1 John 3:17 "Ifyou see some brother or sister in need and have the means to do something about it but turn a cold shoulder and do nothing, what
happens to God's love? It disappears. And you made it disappear."(MSG)
From: Howell, Jonathan [mailto:ionathan.howell(a)ncdenr.00vl
Sent: Monday, January 26, 2015 3:04 PM
To: Gary Greene (gkk reene( earthlink.net)
Subject: FW: Major Permit Application
See email below
From: Eryn Moller [mailto:Eryn.Moller(olwilmingtonnc.govl
Sent: Monday, January 26, 2015 3:01 PM
To: Howell, Jonathan
Subject: Major Permit Application
Jonathan,
Per our discussion, with the current conditions at the Dockside Restaurant & Bar, they would be unable to meet the
parking requirements if they enlarged their facility.
Respectfully,
Eryn K. Moller
Associate Planner- Zoning
City of Wilmington
Department of Planning, Development and Transportation
305 Chestnut Street

Wilmington, NC 28401
P [phone]
F [phone]
wilmingtonnc.gov
E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may
be disclosed to third parties.

Coats, Heather
From: Gary Greene <gkgreene@earth link.net>
Sent: Monday, February 02, 2015 1:35 PM
To: Howell, Jonathan
Subject: Dockside
Jonathan
Docks will only be moved to allow for bulkhead installation — no replacement. Will have minor modification
with the modification to reconnect. Will modify drawing later and submit.
Owner will get back tome on bulkhead alignment along with building. Probably will be modifying the
bulkhead alignment to continue in straight line from south to north then turn back west at north end to tie into
existing.
Gary K Greene PE, D.PE
Gary Greeene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919417-1698
SkypeID gary-greene
1 John 3:17 "Ifyou see some brother or sister in need and have the means to do something about it but turn a cold shoulder and do nothing, what
happens to God's love? It disappears. And you made it disappear."(MSG)

Coats, Heather
From:
Gary Greene <[e-mail]>
Sent:
Monday, February 16, 2015 2:56 PM
To:
Howell, Jonathan
Subject:
RE: Dockside
Jonathan
Will get letter requesting "on hold' out tomorrow.
Gary K. Greene PE D.PE
Gary Greeene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
Skype ID gary-greene
1 John 3:17 "Ijyou see some brother or sister in need and have the means to do something about it but turn a cold shoulder and do nothing, what
happens to God's love? It disappears. And you made it disappear."(MSG)
From: Howell, Jonathan[mailto:jonathan.howell(cbncdenr.gov]
Sent: Monday, February 16, 2015 2:31 PM
To: Gary Greene
Subject: RE: Dockside
Hey Gary, any word on this. I need to get this clock stopped if we are not going to permit this sometime soon.
Jonathan
From: Gary Greene[mailto:okgreene(olearthlink.net]
Sent: Friday, February 13, 2015 1:51 PM
To: Howell, Jonathan; Mairs, Robb L
Subject: FW: Dockside
Jonathan
Will be forwarding a letter to put the Dockside permit — "on hold".
Gary K. Greene PE D.PE
Gary Greeene Engineers

Post Office Box 99213.
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
SkypeID gary-greene
1 John 3:17 "Ifyou see some brother or sister in need and have the means to do something about it but turn a cold shoulder and do nothing, what
happens to God's love? It disappears. And you made it disappear."(MSG)
From: Gary Greene [mailto:gkgreene(cbearthlink. netl
Sent: Friday, February 13, 2015 9:19 AM
To: 'Howell, Jonathan'; 'hairs, Robb L'
Subject: Dockside
Jonathan
Yesterday, I have advised Dockside to request that the permit review "on hold" and waiting for their
reply. They have their lawyer involved on both this permit and the Semmel dock permit —not sure what is
taking place. At this time, I have modified the permit as follows:
1. Removed proposed building additions
2. Have noted that some of the docks will be temporarily removed to allow installation of the bulkhead and
re -installed to original position. I have looked into this item and we can re -install the docks to existing
location with the new bulkhead.
Dockside still would like to have the original alignment of the bulkhead. Per conversation with their neighbors,
they understand that the neigbors concern on the north side is that with the new bulkhead alignment, Dockside
in the future may seek to push the deck closer to the waterway — thus they were going to asure the neighbors
that this would not happen. I told Dockside that 1) any request to expand the decked area waterward would be
denied because that it is not a water dependent use and 2) the reason for DCM wanting to modify bulkhead
alignment on north side is due to the extensive offset.
Hopefully, will get update to you soon.
Gary K. Greene PE D.PE
Gary Greeene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
Skype ID gary-greene

1 John 3:17 "If you see some brother or sister in need and have the means to do something about it but turn a cold shoulder and do nothing, what
happens to God's love? It disappears. And you made it disappear."(MSG)
No virus found in this message.
Checked by AVG - www.avg.com
Version: 2015.0.5646 / Virus Database: 4284/9126 - Release Date: 02/16/15

Coats, Heather
From: Bennett, Ronda
Sent: Monday, February 16, 2015 3:36 PM
To: Howell, Jonathan
Subject: RE: Dockside Restaurant & Bar CAMA Major Permit Application
They have not contacted me yet.
From: Howell, Jonathan
Sent: Monday, February 16, 2015 2:46 PM
To: Bennett, Ronda
Subject: RE: Dockside Restaurant & Bar CAMA Major Permit Application
Hey Ronda, did you need this file? I have looked through it and there is nothing in there that I can see that needs to be
excluded.
Jonathan
From: Bennett, Ronda
Sent: Friday, February 13, 2015 8:24 AM
To: Howell, Jonathan
Subject: FW: Dockside Restaurant & Bar CAMA Major Permit Application
Jonathan, Can you review this file for anything that may be Confidential material? I appears it has not been issued yet. I
expect I will get a call today to provide copies to this Attorney's office. I just want to make sure that there is not any
Attorney -Client privileged items that I should not provide. Thanks
From: Wilson, Debra
Sent: Thursday, February 12, 2015 5:02 PM
To: Nichole Cooper
Cc: Hay, Patricia; Bennett, Ronda
Subject: RE: Dockside Restaurant & Bar CAMA Major Permit Application
You may contact Patricia Hay in our office to set up a file review and her phone number is [phone]. However, the
most complete file is in the Morehead City Office. Ronda
Bennett will be the contact person in Morehead, her phone number is [phone] ext.206. I have copied both of
them on this e-mail so they will be expecting your call.
Debbie Wilson, District Manager
NC Division of Coastal Management
1.27 Cardinal Drive Ext.
Wilmington, NC 28405
[phone] Fax:[phone]
From: Nichole Cooper [mailto:[e-mail]]
Sent: Friday, February 06, 2015 12:19 PM
To: Wilson, Debra
Cc: Ken Shanklin
Subject: Dockside Restaurant & Bar CAMA Major Permit Application

Ms. Wilson:
Can you please send us a copy of everything you have on file for the Dockside Restaurant (1308 Airlie Rd.) CAMA Major
permit application to install a bulkhead?
Thank you,
Nichole A. Cooper
Paralegal
Shanklin & Nichols, LLP
Telephone [phone]; Telefax [phone]
Confidentiality Notice: This e-mail message and any attachments are intended solely for the individual designated above. It may
contain confidential or proprietary information and may be subject to attorney -client privilege or other Confidentiality protections. If you
are not the intended recipient, you are not authorized to read, copy, retain or distribute this message. If you receive this message in
error, please notify the sender by reply e-mail and delete this message. The sender does not waive any privilege or right of privacy or
confidentiality that may attach to this communication. Thank you.

Coats, Heather
From: Gary Greene <[e-mail]>
Sent: Friday, February 20, 2015 2:25 PM
To: Howell, Jonathan
Subject: Re: Dockside
Sorry for delay -have spent too much delay time in airports this week. Will be in office this weekend. Frustrating -
even New Orleans is cold
Gary Greene
Gary Greene Engineers
[e-mail]
919.855.8488 office
919.417.1698 cell
Sent from (Phone
On Feb 20, 2015, at 2:21 PM, Howell, Jonathan <[e-mail]> wrote:
Hey Gary, any word on this? Thanks.
Jonathan
From: Gary Greene [mailto: gkgreene(aea rth link. net]
Sent: Monday, February 16, 2015 2:56 PM
To: Howell, Jonathan
Subject: RE: Dockside
we iFf�IT. Si1
Will get letter requesting "on hold" out tomorrow.
Gary K. Greene PE DYE
Gary Greeene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
Slrype ID gary-greene
1 John 3:17 "If you see some brother or sister in need and have the means to do something about it but turn a cold shoulder and
do nothing, what happens to God's love? It disappears. And you made it disappear."(MSG)
L

From: Howell, Jonathan lmailto:ionathan.howell(alncdenr.ciovl
Sent: Monday, February 16, 2015 2:31 PM
To: Gary Greene
Subject: RE: Dockside
Hey Gary, any word on this. I need to get this clock stopped if we are not going to permit this sometime
soon.
Jonathan
From: Gary Greene[mailto:gkgreene(alearthlink.netl
Sent: Friday, February 13, 2015 1:51 PM
To: Howell, Jonathan; Mairs, Robb L
Subject: FW: Dockside
Jonathan
Will be forwarding a letter to put the Dockside permit — "on hold".
Gary K. Greene PE D.PE
Gary Greeene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
Skype ID gary-greene
1 John 3:17 "If you see some brother or sister in need and have the means to do something about it but turn a cold shoulder and
do nothing, what happens to God's love? It disappears. And you made it disappear."(MSG)
From: Gary Greene lmailto:gkgreene(alearthlink.netl
Sent: Friday, February 13, 2015 9:19 AM
To: 'Howell, Jonathan'; 'Mairs, Robb L'
Subject: Dockside
Jonathan
Yesterday, I have advised Dockside to request that the permit review "on hold" and waiting for
their reply. They have their lawyer involved on both this permit and the Semmel dock permit —
not sure what is taking place. At this time, I have modified the permit as follows:
1. Removed proposed building additions

2. Have noted that some of the docks will be temporarily removed to allow installation of
the bulkhead and re -installed to original position. I have looked into this item and we
can re -install the docks to existing location with the new bulkhead.
Dockside still would like to have the original alignment of the bulkhead. Per conversation with
their neighbors, they understand that the neigbors concern on the north side is that with the new
bulkhead alignment, Dockside in the future may seek to push the deck closer to the waterway —
thus they were going to asure the neighbors that this would not happen. I told Dockside that 1)
any request to expand the decked area waterward would be denied because that it is not a water
dependent use and 2) the reason for DCM wanting to modify bulkhead alignment on north side
is due to the extensive offset.
Hopefully, will get update to you soon.
Gary K. Greene PE DYE
Gary Greeene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
SkypeID gary-greene
I John 3:17 "If you see some brother or sister in need and have the means to do something about it but turn a cold shoulder and
do nothing, what happens to God's love? It disappears. And you made it disappear."(MSG)
No virus found in this message.
Checked by AVG - www.avg:com
Version: 2015.0.5646 / Virus Database: 4284/9126 - Release Date: 02/16/15

Coats, Heather
From: Gary Greene <gkgreene@earth link.net>
Sent: Friday, February 27, 2015 10:04 AM
To: Mairs, Robb L; Howell, Jonathan
Subject: 'Dockside
Attachments: Dockside Request for Permit Application on Hold and Modification to Permit Drawings and
Narrative. pdf
t....Ja f1. 1..1
Weather has been intrusive to schedule. Attached is letter for permit on hold and modifications to permit that
delete new docks (old installed to existing location). and building. Also will not a change in bulkhead
alignment at north end of site. Have located off the property line some distance for ease of
construction. Client still wants to maintain alignment off deck on waterside at this time.
Gary K. Greene PE D.PE
Gary Greeene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
Skype ID gary-greene
1 John 3:17 "If you see some brother or sister in need and have the means to do something about it but turn a cold shoulder and do nothing, what
happens to God's love? It disappears. And you made it disappear."(MSG)

Coats, Heather
From: Gary Greene <[e-mail]>
Sent: Friday, January 02, 2015 11:07 AM
To: 'Crumbley, Tyler SAW'
Cc: Howell, Jonathan; Mairs, Robb L; Coburn, Chad; 'Arnette, Justin R SAW'
Subject: RE: SAW-2014-02306 / Dockside Restaurant and Bar WEI, LLC / New Hanover County /
CAMA Major_GP291 (UNCLASSIFIED)
Tyler and Justin
If I am simply replacing dock components on the floating dock in the same
footprint, is that not considered maintenance? If so, will modify permit
application (as needed) to simply note that floating docks within the 80 feet set back will be "repaired" on same
footprint.
Gary K Greene PE, DYE
Gary Greeene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
Skype ID gary-greene
1 John 3:17 "If you see some brother or sister in need and have the means to do something about it but turn a cold
shoulder and do nothing, what happens to God's love? It disappears. And you made it disappear."(MSG)
-----Original Message -----
From: Crumbley, Tyler SAW [mailto:[e-mail]]
Sent: Friday, January 02, 2015 10:49 AM
To: Gary Greene
Cc: Howell, Jonathan; Mairs, Robb L; Coburn, Chad
Subject: FW: SAW-2014-02306 / Dockside Restaurant and Bar WB, LLC / New Hanover County/ CAMA Major_GP291
(UNCLASSIFIED)
Gary,
Please see the comments below from the USACE Wilmington Navigation Branch.
I will send out an official notice of comments received, but wanted to give you a head start on addressing this issue.
Thank you.
Tyler

Tyler Crumbley
Project Manager
U.S Army Corps of Engineers -Wilmington District Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
Phone:[phone]
Fax:[phone]
email: [e-mail]
"The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at:
http://regulatory.usacesurvey.com/"
-----Original Message ----
From: Arnette, Justin R SAW
Sent: Tuesday, December 23, 2014 2:02 PM
To: Crumbley, Tyler SAW
Cc: Horton, James T SAW
Subject: RE: SAW-2014-02306 / Dockside Restaurant and Bar WB, LLC / New Hanover County/ CAMA Major_GP291
(UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Any construction outside the setback is outside of what our policy covers so therefore Navigation has no issues with any
of that work. According to the plans, the large T-dock will be removed and re -configured and is currently an
encroachment into the Federal Setback. According to our setback policy "The redevelopment or expansion of existing
piers, docks, or other waterfront structures, (e.g., the conversion of commercial seafood docks to a residential marina),
will be subject to current setback policy and any required regulatory permit action." Therefore we would not authorize
them rebuild the large T-dock and any other structure within the setback once it is removed.
Thanks.
Justin Arnette
Land Use Coordinator, Cartographer
Wilmington District
U.S. Army Corps of Engineers
(910)-251-4196
[e-mail]
-----Original Message -----
From: Crumbley, Tyler SAW
Sent: Wednesday, December 17, 2014 2:16 PM
To: [e-mail][; Huggett, Doug; [e-mail]; [e-mail];
[e-mail]; [e-mail]; [e-mail]; [e-mail];

[e-mail]; Wilson, Debra; Ellis, John; Fritz Rohde - NOAA Federal; Gledhill-earley, Renee; Horton,
James TSAW; Howell, Jonathan; [e-mail];[e-mail]; Mairs, Robb L;
[e-mail]; [e-mail]; Coburn, Chad
Cc: Crumbley, Tyler SAW
Subject: SAW-2014-02306 / Dockside Restaurant and Bar WB, LLC / New Hanover County / CAMA Major_GP291
All,
Pursuant to the CAMA-Corps Programmatic Permit process, the North Carolina Division of Coastal Management
(NCDCM) has forwarded to our office a copy of the CAMA permit application, Field Investigation Report and Bio Report
for the subject project. The attached notice requests federal agency comments on this project by January 16, 2015.
The applicant proposes to construct a new bulkhead waterward of the existing bulkhead, construct additional
upland buildings, and reconfigure the existing docking facility at an existing commercial waterfront restaurant. This
project is located at 1308 Airlie Road, adjacent to the AIWW, in Wilmington, New Hanover County, North Carolina.
Coordinates in Decimal Degrees are: 34.215577 N,-77.815787 W. Please see the field investigation report and the
application for more detailed information concerning the proposed project.
A copy of the applicant's permit application and plans are attached.
This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the Magnuson -Stevens Fishery
Conservation and Management Act. The Corps' initial determination is that the proposed project may affect EFH or
associated fisheries managed by the South Atlantic or Mid Atlantic Fishery Management Councils or the National Marine
Fisheries Service. Impacts are expected to be minimal since no coastal wetlands will be impacted, the area is regularly
maintained by dredging, the project area is not designated as PNA, and SAV is not expected to be present based on
observation from aerial photography.
The Corps has reviewed the project area, examined all information provided by the applicant and consulted the
latest North Carolina Natural Heritage Database. Based on available information, the Corps has determined that the
project may affect but is not likely to adversely affect the West Indian manatee. The use of the Manatee Guidelines will
be required as a condition of this proposed action. The project will not affect any other species listed as threatened or
endangered or their critical habitat formally designated pursuant to the Endangered Species Act of 1973 (ESA) within the
project area.
Pursuant to Section 106 of the National Historic Preservation Act
(NHPA) of 1966, Appendix C of 33 CFR Part 325, and the 2005 Revised Interim Guidance for Implementing Appendix C,
the District Engineer consulted district files and records and the latest published version of the National Register of
Historic Places and initially determines that no historic properties, nor properties eligible for inclusion in the National
Register, are present within the Corps' permit area: therefore, there will be_no
historic properties affected.
Please contact me if you have any questions. Please provide comments as soon as you can or by January, 16,
2015.
Tyler Crumbley
Project Manager
U.S Army Corps of Engineers -Wilmington District Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403

Phone: [phone]
Fax:[phone]
email: [e-mail]
"The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at:
httP:Hregulatory.usacesurvey.com/"
Classification: UNCLASSIFIED
Caveats: NONE
Classification: UNCLASSIFIED
Caveats: NONE

Coats, Heather
From: Gary Greene <[e-mail]>
Sent: Thursday, January 08, 2015 4:33 PM
To: 'Crumbley, Tyler SAW'
Cc: Howell, Jonathan; Mairs, Robb L; Coburn, Chad; 'Arnette, Justin R SAW'; 'Beter, Dale E SAW'
Subject: RE: [EXTERNAL] RE: SAW-2014-02306 / Dockside Restaurant and Bar WB, LLC / New
Hanover County /CAMAMajor_GP291 (UNCLASSIFIED)
Tyler/ Robb
I will modify the floating dock portion of the permit to have the new dock tie into existing dock near (landside of) the 80
feet offset. No work will be proposed for the dock located inside the offset in this permit. Plan to submit on or before
January 12.
Gary Greene
Gary Greeene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
Skype ID gary-greene
1 John 3:17 "If you see some brother or sister in need and have the means to do something about it but turn a cold
shoulder and do nothing, what happens to God's love? It disappears. And you made it disappear."(MSG)
-----Original Message -----
From: Crumbley, Tyler SAW [mailto:[e-mail]]
Sent: Tuesday, January 06, 2015 8:10 AM
To: Gary Greene
Cc: 'Howell, Jonathan'; 'Mairs, Robb L'; 'Coburn, Chad'; Arnette, Justin R SAW; Beter, Dale E SAW
Subject: RE: [EXTERNAL] RE: SAW-2014-02306 / Dockside Restaurant and Bar WB, LLC/ New Hanover County / CAMA
Major_GP291 (UNCLASSIFIED)
Gary,
The existing dock is currently in violation of the setback policy. Your proposal, while the same footprint size, intends to
re -configure and re -assemble the existing docks and more likely fits the definition of Redevelopment, rather than
maintenance. If it is really only maintenance (replacing boards) it may be authorized under a different action and may
not need to be in the current 291 permit application. We will need more information on your plans with the dock that is
currently in violation of the setback policy, as the plans provided would require a 291 permit and would not be allowed
under the current setback policy. If you wish to revise your plans for the large T-Dock we can review and give you
feedback.

Another option is to remove the structure as one would during a maintenance
(dredge) event and put the same dock back in the same location.
"The general maintenance and repair of existing piers, docks, or otherwaterfront structures located in the Federal
channel setback MAY be authorized provided the work does not increase the footprint of the existing structure or
results in additional encroachment into the setback. No new structures, and no reconstruction or redevelopment of
existing structures, will be allowed within the authorized boundaries of any Federal channel."
Definitions:
-Maintenance and Repair is the fixing of any structure that becomes out of order or broken, as well as performing
routine actions to keep its operation in a functional and serviceable capacity. Maintenance does not include any
modification that changes the character, scope, size, or footprint of the original structure.
-Redevelopment is the re -building or re -assembling of any structure that is no longer functional or serviceable in its
original capacity, specifically pertaining to its framing and structural components. This would include beams, girders,
joists, stringers, and/or pilings. Structures severely damaged or destroyed by natural or man-made events, including
normal deterioration are considered in this category.
Please let me know how you will proceed.
Thank you.
-Tyler
Tyler Crumbley
Project Manager
U.S Army Corps of Engineers -Wilmington District Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
Phone: [phone]
Fax:[phone]
email: [e-mail]
"The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at: '
http://regulatory.usacesurvey.com/"
----Original Message -----
From: Gary Greene [mailto:[e-mail]]
Sent: Friday, January 02, 2015 11:07 AM
To: Crumbley, Tyler SAW
Cc: 'Howell, Jonathan';'Mairs, Robb U;'Coburn, Chad'; Arnette, Justin R SAW
Subject: [EXTERNAL] RE: SAW-2014-02306 / Dockside Restaurant and Bar WB, LLC / New Hanover County / CAMA
Major_GP291 (UNCLASSIFIED)

Tyler and Justin
If I am simply replacing dock components on the floating dock in the same
footprint, is that not considered maintenance? If so, will modify permit
application (as needed) to simply note that floating docks within the 80 feet set back will be "repaired" on same
footprint.
Gary K Greene PE, D.PE
Gary Greeene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
Skype ID gary-greene
1 John 3:17 "If you see some brother or sister in need and have the means to do something about it but turn a cold
shoulder and do nothing, what happens to God's love? It disappears. And you made it disappear."(MSG)
-----Original Message -----
From; Crumbley, Tyler SAW [mailto:[e-mail]]
Sent: Friday, January 02, 2015 10:49 AM
To: Gary Greene
Cc: Howell, Jonathan; Mairs, Robb L; Coburn, Chad
Subject: FW: SAW-2014-02306 / Dockside Restaurant and Bar WB, LLC / New Hanover County/ CAMA Major_GP291
(UNCLASSIFIED)
Gary,
Please see the comments below from the USACE Wilmington Navigation Branch.
I will send out an official notice of comments received, but wanted to give you a head start on addressing this issue.
Thank you.
-Tyler
Tyler Crumbley
Project Manager
U.S Army Corps of Engineers -Wilmington District Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
Phone: [phone]
Fax:[phone]

email: [e-mail]
"The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at:
http://regulatory.usacesurvey.com/"
-----Original Message -----
From: Arnette, Justin R SAW
Sent: Tuesday, December 23, 2014 2:02 PM
To: Crumbley, Tyler SAW
Cc: Horton, James T SAW
Subject: RE: SAW-2014-02306 / Dockside Restaurant and
(UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Bar WB, LLC/ New Hanover County / CAMA Major_GP291
Any construction outside the setback is outside of what our policy covers so therefore Navigation has no issues with any
of that work. According to the plans, the large T-dock will be removed and re -configured and is currently an
encroachment into the Federal Setback. According to our setback policy "The redevelopment or expansion of existing
piers, docks, or other waterfront structures, (e.g., the conversion of commercial seafood docks to a residential marina),
will be subject to current setback policy and any required regulatory permit action." Therefore we would not authorize
them rebuild the large T-dock and any other structure within the setback once it is removed.
Thanks.
Justin Arnette
Land Use Coordinator, Cartographer
Wilmington District
U.S. Army Corps of Engineers
(910)-251-4196
[e-mail]
-----Original Message -----
From: Crumbley, Tyler SAW
Sent: Wednesday, December 17, 2014 2:16 PM
To: [e-mail]; Huggett, Doug; [e-mail]; [e-mail];
[e-mail]; [e-mail]; [e-mail]; [e-mail];
[e-mail]; Wilson, Debra; Ellis, John; Fritz Rohde - NOAA Federal; Gledhill-earley, Renee; Horton,
JamesTSAW; Howell, Jonathan; [e-mail];[e-mail]; Mairs, Robb L;
[e-mail]; [e-mail]; Coburn, Chad
Cc: Crum bley, Tyler SAW '
Subject: SAW-2014-02306 / Dockside Restaurant and Bar WB, LLC / New Hanover County / CAMA Major_GP291
All,

Pursuant to the CAMA-Corps Programmatic Permit process, the North Carolina Division of Coastal Management
(NCDCM) has forwarded to our office a copy of the CAMA permit application, Field Investigation Report and Bio Report
for the subject project. The attached notice requests federal agency comments on this project by January 16, 2015.
The applicant proposes to construct a new bulkhead waterward of the existing bulkhead, construct additional
upland buildings, and reconfigure the existing docking facility at an existing commercial waterfront restaurant. This
project is located at 1308 Airlie Road, adjacent to the AIWW, in Wilmington, New Hanover County, North Carolina.
Coordinates in Decimal Degrees are: 34.215577 N,-77.815787 W. Please see the field investigation report and the
application for more detailed information concerning the proposed project.
A copy of the applicant's permit application and plans are attached.
This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the Magnuson -Stevens Fishery
Conservation and Management Act. The Corps' initial determination is that the proposed project may affect EFH or
associated fisheries managed by the South Atlantic or Mid Atlantic Fishery Management Councils or the National Marine
Fisheries Service. Impacts are expected to be minimal since no coastal wetlands will be impacted, the area is regularly
maintained by dredging, the project area is not designated as PNA, and SAV is not expected to be present based on
observation from aerial photography.
The Corps has reviewed the project area, examined all information provided by the applicant and consulted the
latest North Carolina Natural Heritage Database. Based on available information, the Corps has determined that the
project may affect but is not likely to adversely affect the West Indian manatee. The use of the Manatee Guidelines will
be required as a condition of this proposed action. The project will not affect any other species listed as threatened or
endangered or their critical habitat formally designated pursuant to the Endangered Species Act of 1973 (ESA) within the
project area.
Pursuant to Section 106 of the National Historic Preservation Act
(NHPA) of 1966, Appendix C of 33 CFR Part 325, and the 2005 Revised Interim Guidance for Implementing Appendix C,
the District Engineer consulted district files and records and the latest published version of the National Register of
Historic Places and initially determines that no historic properties, nor properties eligible for inclusion in the National
Register, are present within the Corps' permit area: therefore, there will be no
historic properties affected.
Please contact me if you have any questions. Please provide comments as soon as you can or by January, 16,
2015.
Tyler Crumbley
Project Manager
U.S Army Corps of Engineers -Wilmington District Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
Phone: [phone]
Fax:[phone]
email: [e-mail]
"The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at:
httP:Hregulatory.usacesurvey.com/"

Classification: UNCLASSIFIED
Caveats: NONE
Classification: UNCLASSIFIED
Caveats: NONE
No virus found in this message.
Checked by AVG - www.avg.com
Version: 2015.0.5645 / Virus Database: 4257/8885 - Release Date: O1/07/15

Coats, Heather
From: Crumbley, Tyler SAW <[e-mail]>
Sent: Friday, January 23, 2015 3:01 PM
To: Howell, Jonathan
Cc: Mairs, Robb L; Coburn, Chad; Arnette, Justin R SAW; Crumbley, Tyler SAW
Subject: RE: [EXTERNAL] RE: SAW-2014-02306 / Dockside Restaurant and Bar WEI, LLC / New
Hanover County / CAMA Major—GP291 (UNCLASSIFIED)
Jonathan,
The comment period for this project has ended, but I am still waiting on the information below.
Application for us in on hold awaiting applicant information.
Thank you.
-Tyler
-----Original Message ----
From: Gary Greene [mailto:[e-mail]]
Sent: Thursday, January 08, 2015 4:33 PM
To: Crumbley, Tyler SAW
Cc: 'Howell, Jonathan'; 'Mairs, Robb L'; 'Coburn, Chad'; Arnette, Justin R SAW; Beter, Dale E SAW
Subject: RE: [EXTERNAL] RE: SAW-2014-02306 / Dockside Restaurant and Bar WB, LLC / New Hanover County / CAMA
Major—GP291 (UNCLASSIFIED)
Tyler / Robb
I will modify the floating dock portion of the permit to have the new dock tie into existing dock near (landside of) the 80
feet offset. No work will be proposed for the dock located inside the offset in this permit. Plan to submit on or before
January 12.
Gary Greene
Gary Greeene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
SkypeID gary-greene

1 John 3:17 "If you see some brother or sister in need and have the means to do something about it but turn a cold
shoulder and do nothing, what happens to God's love? It disappears. And you made it disappear."(MSG)
-----Original Message -----
From: Crumbley, Tyler SAW [mailto:[e-mail]]
Sent: Tuesday, January 06, 2015 8:10 AM
To: Gary Greene
Cc:'Howell, Jonathan';'Mairs, Robb L';'Coburn, Chad'; Arnette, Justin R SAW; Beter, Dale E SAW
Subject: RE: [EXTERNAL] RE: SAW-2014-02306 / Dockside Restaurant and Bar WB, LLC / New Hanover County / CAMA
Major_GP291 (UNCLASSIFIED)
Gary,
The existing dock is currently in violation of the setback policy. Your proposal, while the same footprint size, intends to
re -configure and re -assemble the existing docks and more likely fits the definition of Redevelopment, rather than
maintenance. If it is really only maintenance (replacing boards) it may be authorized under a different action and may
not need to be in the current 291 permit application. We will need more information on your plans with the dock that is
currently in violation of the setback policy, as the plans provided would require a 291 permit and would not be allowed
under the current setback policy. If you wish to revise your plans for the large T-Dock we can review and give you
feedback.
Another option is to remove the structure as one would during a maintenance
(dredge) event and put the same dock back in the same location.
"The general maintenance and repair of existing piers, docks, or other waterfront structures located in the Federal
channel setback MAY be authorized provided the work does not increase the footprint of the existing structure or
results in additional encroachment into the setback. No new structures, and no reconstruction or redevelopment of
existing structures, will be allowed within the authorized boundaries of any Federal channel."
Definitions:
-Maintenance and Repair is the fixing of any structure that becomes out of order or broken, as well as performing
routine actions to keep its operation in a functional and serviceable capacity. Maintenance does not include any
modification that changes the character, scope, size, or footprint of the original structure.
-Redevelopment is the re -building or re -assembling of any structure that is no longer functional or serviceable in its
original capacity, specifically pertaining to its framing and structural components. This would include beams, girders,
joists, stringers, and/or pilings. Structures severely damaged or destroyed by natural or man-made events, including
normal deterioration are considered in this category.
Please let me know how you will proceed.
Thank you.
-Tyler
Tyler Crumbley
Project Manager
U.S Army Corps of Engineers -Wilmington District Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403

Phone: [phone]
Fax:[phone]
email: [e-mail]
"The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at:
http://regulatory.usacesurvey.com/"
-----Original Message -----
From: Gary Greene [mailto:[e-mail]]
Sent: Friday, January 02, 2015 11:07 AM
To: Crumbley, Tyler SAW
Cc:'Howell, Jonathan';'Mairs, Robb L';'Coburn, Chad'; Arnette, Justin R SAW
Subject: [EXTERNAL] RE: SAW-2014-02306 / Dockside Restaurant and Bar WB, LLC / New Hanover County / CAMA
Major_GP291 (UNCLASSIFIED)
Tyler and Justin
If I am simply replacing dock components on the floating dock in the same
footprint, is that not considered maintenance? If so, will modify permit
application (as needed) to simply note that floating docks within the 80 feet set back will be "repaired" on same
footprint.
Gary K Greene PE, DYE
Gary Greeene Engineers
Post Office Box 99213
Raleigh, North Carolina 27624 USA
5832 Faringdon Place, Suite 2
Raleigh, North Carolina 27609 USA
Phone [phone]
Fax [phone]
Cell 01-919-417-1698
SkypeID gary-greene
1 John 3:17 "If you see some brother or sister in need and have the means to do something about it but turn a cold
shoulder and do nothing, what happens to God's love? It disappears. And you made it disappear."(MSG)
-----Original Message -----
From: Crumbley, Tyler SAW [mailto:[e-mail]]
Sent: Friday, January 02, 2015 10:49 AM
To: Gary Greene
Cc: Howell, Jonathan; Mairs, Robb L; Coburn, Chad

Subject: FW: SAW-2014-02306 / Dockside Restaurant and Bar WB, LLC / New Hanover County/ CAMA Major_GP291
(UNCLASSIFIED)
Gary,
Please see the comments below from the USACE Wilmington Navigation Branch.
I will send out an official notice of comments received, but wanted to give you a head start on addressing this issue.
Thank you.
-Tyler
Tyler Crumbley
Project Manager
U.S Army Corps of Engineers -Wilmington District Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
Phone:[phone]
Fax: [phone]
email: [e-mail]
"The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at:
httP:Hregulatory.usacesurvey.com/"
----Original Message -----
From: Arnette, Justin R SAW
Sent: Tuesday, December 23, 2014 2:02 PM
To: Crumbley, Tyler SAW
Cc: Horton, James T SAW
Subject: RE: SAW-2014-02306 / Dockside Restaurant and Bar WB, LLC / New Hanover County/ CAMA Major_GP291
(UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Any construction outside the setback is outside of what our policy covers so therefore Navigation has no issues with any
of that work. According to the plans, the large T-dock will be removed and re -configured and is currently an
encroachment into the Federal Setback. According to our setback policy "The redevelopment or expansion of existing
piers, docks, or other waterfront structures, (e.g., the conversion of commercial seafood docks to a residential marina),
will be subject to current setback policy and any required regulatory permit action." Therefore we would not authorize
them rebuild the large T-dock and any other structure within the setback once it is removed.
Thanks.

Justin Arnette
Land Use Coordinator, Cartographer
Wilmington District
U.S. Army Corps of Engineers
(910)-251-4196
[e-mail]
-----Original Message -----
From: Crumbley, Tyler SAW
Sent: Wednesday, December 17, 2014 2:16 PM
To: [e-mail]; Huggett, Doug; [e-mail]; [e-mail];
[e-mail]; [e-mail]; [e-mail]; [e-mail];
[e-mail]; Wilson, Debra; Ellis, John; Fritz Rohde - NOAA Federal; Gledhill-earley, Renee; Horton,
James T SAW; Howell, Jonathan; [e-mail]; [e-mail]; Mairs, Robb L;
[e-mail]; [e-mail]; Coburn, Chad
Cc: Crumbley, Tyler SAW
Subject: SAW-2014-02306 / Dockside Restaurant and Bar WB, LLC / New Hanover County / CAMA Major_GP291
All,
Pursuant to the CAMA-Corps Programmatic Permit process, the North Carolina Division of Coastal Management
(NCDCM) has forwarded to our office a copy of the CAMA permit application, Field Investigation Report and Bio Report
for the subject project. The attached notice requests federal agency comments on this project by January 16, 2015.
The applicant proposes to construct a new bulkhead waterward of the existing bulkhead, construct additional
upland buildings, and reconfigure the existing docking facility at an existing commercial waterfront restaurant. This
project is located at 1308 Airlie Road, adjacent to the AIWW, in Wilmington, New Hanover County, North Carolina.
Coordinates in Decimal Degrees are: 34.215577 N,-77.815787 W. Please see the field investigation report and the
application for more detailed information concerning the proposed project.
A copy of the applicant's permit application and plans are attached.
This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the Magnuson -Stevens Fishery
Conservation and Management Act. The Corps' initial determination is that the proposed project may affect EFH or
associated fisheries managed by the South Atlantic or Mid Atlantic Fishery Management Councils or the National Marine
Fisheries Service. Impacts are expected to be minimal since no coastal wetlands will be impacted, the area is regularly
maintained by dredging, the project area is not designated as PNA, and SAV is not expected to be present based on
observation from aerial photography.
The Corps has reviewed the project area, examined all information provided by the applicant and consulted the
latest North Carolina Natural Heritage Database. Based on available information, the Corps has determined that the
project may affect but is not likely to adversely affect the West Indian manatee. The use of the Manatee Guidelines will
be required as a condition of this proposed action. The project will not affect any other species listed as threatened or
endangered or their critical habitat formally designated pursuant to the Endangered Species Act of 1973 (ESA) within the
project area.
Pursuant to Section 106 of the National Historic Preservation Act
(NHPA) of 1966, Appendix C of 33 CFR Part 325, and the 2005 Revised Interim Guidance for Implementing Appendix C,
the District Engineer consulted district files and records and the latest published version of the National Register of

Historic Places and initially determines that no historic properties, nor properties eligible for inclusion in the National
Register, are present within the Corps' permit area: therefore, there will be no
historic properties affected.
Please contact me if you have any questions. Please provide comments as soon as you can or by January, 16,
2015
Tyler Crumbley
Project Manager
U.S Army Corps of Engineers -Wilmington District Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
Phone: [phone]
Fax:[phone]
email: [e-mail]
"The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at:
httP:Hregulatory.usacesurvey.com/"
Classification: UNCLASSIFIED
Caveats: NONE
Classification: UNCLASSIFIED
Caveats: NONE
No virus found in this message.
Checked by AVG - www.avg.com
Version: 2015.0.5645 / Virus Database: 4257/8885 - Release Date: 01/07/15

Itz-
September 16,2014
To Whom it May Concern:
Per CAMA request, DW BI 0911, LLC authorizes Dockside to be the permittee
on the contemplated Dockside bulkhead project lead by Gary Greene Engineers,
Dockside's agent with CAMA.
Sincerely,
Connie Yow
Member/Manager
DWB10911, LLC
RECEIVED
NOV 2 4 2014
DCM-MHD CITY
1308 Airlie Road • Wilmington, NC 28403 RECEIVED
[phone] DCM WILMINGTON, NC
www.thedockside.com
Nov 0 7 2014

1kz
NCDEE R
North Carolina Department of Environment and Natural Resources
Pat McCrory,
Governor
John E. Skvada, III
Secretary
November 20, 2014
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Re: Dockside Major Public Notice
Kyle & Heather: Please publish the attached Notice in the Sunday, November 23, 2014 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 acct # 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.
Division of Coastal Management
cc: WiRO
Jonathan Howell - MHC DCM
Tyler Crumbley - USACE
Michele Walker- DCM
RECEIVED
NOV 2. A 7ni4
DCM4AHv Clty
N. C. Division of Coastal Management
127 Cardinal Drive Ext., Wlmington, NC 28405
Phone: [phone] \ FAX: [phone] Intemet: www.no=staimanagement.net
An Equal Opponunily 1 Aflinnafive Action 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 November 7, 2014,
Dockside Restaurant & Bar WB, LLC proposed to construct additional buildings, replace the existing
bulkhead, and reconfigure the existing docking facility at 1308 Airlie Rd., adjacent to the AIWW, in
Wilmington, New Hanover County. A copy of the application may be examined or copied at the office of Robb
Mairs, 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 December 14, 2014 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
NOV 2 4 7n+4
DCM-MHD CITY

STATE OF NORTH CAROLINA
Department of Environmental and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
FILE ACCESS RECORD
DIVISION OF COASTAL MANAGEMENT
DATE / TIME —2 ,. —a- 14
NAME 6h�4 �YL//�+Gc.+L
REPRESENTING
PHONE
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to making public records in
our custody readily available to the public for review and copying. We also have the responsibility to the
public to safeguard these records and to carry out our day-to-day program obligations. Please read
carefully the following guidelines signing the form:
1.
2. Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment to review the files. Anoointments will be schedu
between 9:00am and 3:00ym. Viewing time ends at 4:45pm. Anyone arriving with,
3. You must specify files you want to review by facility name. The number of files that you
may review at one time will be limited to five.
4. You may make copies of a file when the copier is not in use by the staff and if time permits.
Cost per copy is $.05 cents. Payment may be made by check. money order, or cash at the
reception desk. Conies totaling $5.00 or more can be invoiced for your convenience.
5. FILES MUST BE KEPT IN ORDER YOU FOUND THEM. Files may not be taken
from the office. To remove, alter, deface, mutilate, or destroy material in one of these files is
a misdemeanor for which you can be fined up to $500.00. No briefcases. large totes, etc. are
yermitted in the file review area.
6. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
FACILITY NAME
1. /
2. lt' !� G,n cliwP l�yr(
0
3.
4.
SignatureDate
COPIES MADE PAID
INVOICE
a'tl�
t tme Uut RECENED
Nov 14 2014
G:CAMA/Shaun/forms DCM-MHB City

DOC-41 L�L' Nbt (.,a - 14z-.
STATE
COUNTY
AFFIDAVIT OF PUBLICATION
Before the undersigned, a Notary Public of Said County and State,
Jarimy Springer
Who, being duly sworn or affirmed, according to the law, says that he/she is
Accounting Specialist
of THE STAR -NEWS, a corporation organized and doing business under the Laws of the State of
North Carolina, and publishing a newspaper known as STAR -NEWS in the City of Wilmington
NOTICE OF FILING OF APPLICA TION FOR CAMA MAJOR DEVELOPMENT PERMIT
The Department ofEnvironment and Natural Resources hereby gives public notice as required
by NCGS 113A-119b that the following application was submitted for a development permit in
an Area
was inserted in the aforesaid newspaper in space, and on dates as follows:
I L1231x
And at the time of such publication Star -News was a newspaper meeting all the requirements and
qualifications prescribed by Sec. No. 1-597 G.S. of N.C.
Title: Accounting Specialist
�p Sworn or affirmed to, and subscribed before me this day of
9° aq reA.D., A®L tv
In Testimony Whereof, I have hereunto set my hand and affixed My, ea ,
year aforesaid: 100 do%
n _ Al R -
My commission expires day of
w S�
Upon reading the aforegoing affidavit with the advertisement thereto annexed it is adjudged by the Court that the said
publication was duly and properly made and that the summons has been duly and legally served on the defendant(s).
This day of
MAIL TO:
Clerk of Superior Court
RECEIVED
DCM WILMINGTON. NC
DEC 012101A

GARY GREENE
E N G I N E E 8 S
POST OFFICE BOX 99213
R4LEIGH, NORTH CAROLINA 47654-9413 USA
919-855-8488 FAX [phone]
&KA1L: [e-mail]\1
November 7, 2014
Seagate Office Park HOA
c/o Brady Semmel
1310 Airlie Road
Wilmington, NC 28403
Subject: Permit Application for Dockside Bulkhead and Improvements
For Dockside Restaurant and Bar Wb, LLC
Dear Sirs:
Dockside Restaurant and Bar Wb, LLC is applying for a CAMA Major permit to install a
bulkhead and perform other improvements at 1308 Airlie Road, Wilmington NC in New
Hanover County. The specifics of the proposed work are in the application forms and drawings
previously forwarded to you.
As the adjacent riparian property owner to the aforementioned project, I am required to notify
you of the development in order to give you the opportunity to comment on the project and
request that you complete the attached "Adjacent Riparian Property Owner Statement". Please
review the attached permit application and drawings.
Should you have any objections to this proposal, please send your written comments to Debbie
Wilson, District Manager, Wilmington Regional Office, 127 N Cardinal Drive, Wilmington, NC
28405-3845. Such comments will be considered by the Department in reaching a final decision
on the application. While 75 days is allowed, we are asking that you return the "Adjacent
Riparian Property Owner Statement' to Ms Wilson at the same address within 30 days of
your receipt of this notice. If you have any questions on this project, please call me at 919-855-
8488, or e-mail me at [e-mail]
Sincerely,
Gary Greene
RECEiVED
PChq WILMINGTON, NC
RECEIVED
NOV 2 4 2014
NOV 0 7 2014
DCM-MHD CITY

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to nncl«InF RFRTAI IRALM R RAR e h I I r' s
Property located at Tana AlmIF Rnan (Name of Property Owner)
(Address, Lot, Block, Road, etc.)
on AItA/1A/ in VVn MINr`TnKi IF A/ HANQX/FR N.C.
(Waterbody) (City/Town and/or County)
The applicant has described to me, as shown below, the development proposed at the above
location.
I have no objection to this proposal.
I have objections to this proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT
(Individual proposing development must till in description below or attach a site drawing)
Dockside Restaurant & Bar Wb LLC proposes to install a bulkhead around the perimeter of its
waterside patio deck and place fill behind the bulkhead to a level just below the existing deck
stringers. To accommodate the work, the existing floating docks will be relocated and/or replaced
in a similar layout to the existing with some layout modifications. The fuel dispensers & sewage
pumpout equipment will be relocated to a dock on the south end of the property when a new above
ground tank is installed to replace the underground fuel tanks.
A second story addition is proposed on the north side of the property while an elevated addition
over the existing parking area is proposed on the south side of the property. The existing elevated
deck would be removed for the addition on the south side.
Permit drawings illustrating the above work are attached.
WAIVER SECTION
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (If you wish to waive the setback, you must initial the appropriate blank below.)
I do wish to waive the 15' setback requirement.
I do not wish to waive the 15' setback requirement.
(PropertyOwner Information)
(Adjacent Property Owner Information)
Signature
Signature
Gary Greene Agent for Dockside
Print or Type Name
Seagate Office Park HOA c/o Brady
Seminal
PO Box 99213
Print or Type Name
Mailing Address
1310 Airlie Road
Mailing Address
Raleigh, NC 27624
Cny/State/Lp
Wilmington, NC 28403
>:"E I V E D
919-855-8488
City/State/Zip
CASM WILMINGTON, NC
Telephone Number/email address
October 3, 2014
Telephone Number/email address
NOV 0 7 2014
Date
Dale'
RECEIVED
"Valid for one calendar year after signature' NOV 2 4 1014 (Revised Aug. 2014)
DCM-MHD CITY

GARY GREENE
E N G I N E E R S
POST OFFICE BOX 99213
RALEIGH, NORTH CAROLINA 27694-92IS USA
919-855-8488 FAX [phone]
E-MAIL: [e-mail]
November 7, 2014
Gray Gables Yacht Club HOA
P.O Box 1101
Wrightsville Beach, NC 28480
Subject: Permit Application for Dockside Bulkhead and Improvements
For Dockside Restaurant and Bar Wb, LLC
Dear Sirs:
Dockside Restaurant and Bar Wb, LLC is applying for a CAMA Major permit to install a bulkhead
and perform other improvements at 1308 Airlie Road, Wilmington NC in New Hanover County.
The specifics of the proposed work are in the application forms and drawings previously forwarded
to you.
As the adjacent riparian property owner to the aforementioned project, I am required to notify you
of the development in order to give you the opportunity to comment on the project and request that
You complete the attached "Adjacent Riparian Property Owner Statement'. Please review the
attached permit application and drawings.
Should you have any objections to this proposal, please send your written comments to Debbie
Wilson, District Manager, Wilmington Regional Office, 127 N Cardinal Drive, Wilmington, NC
28405-3845. Such comments will be considered by the Department in reaching a final decision on
the application. While 75 days is allowed, we are asking that you return the "Adjacent
Riparian Property Owner Statement" to Ms Wilson at the same address within 30 days of your
receipt of this notice. If you have any questions on this project, please call me at 919-855-8488,
or e-mail me at [e-mail]
Sincerely,
Gary Greene
RECEIVED
NOV 2 4 2014
c.IVED
M INILMINGTON, NC
NOV 0 7 2014
DCM-MHD CITY

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to DnC:K41nF RF4TAI IRANT R BAR %nlh I I r 's
Property located at 130R AIRI IF RC1Afl (Name of Property Owner)
(Address, Lot, Block, Road, etc.)
On AIVUW ,in Wil MINATnni NF1N HANQ FR , N.C.
(Waterbody) (Crty/Town and/or County)
The applicant has described to me, as shown below, the development proposed at the above
location.
I have no objection to this proposal.
I have objections to this proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT
(Individual proposing development must till in description below or attach a site drawing)
Dockside Restaurant & Bar Wb LLC proposes to install a bulkhead around the perimeter of its
waterside patio deck and place fill behind the bulkhead to a level just below the existing deck
stringers. To accommodate the work, the existing floating docks will be relocated and/or replaced
in a similar layout to the existing with some layout modifications. The fuel dispensers & sewage
pumpout equipment will be relocated to a dock on the south end of the property when a new above
ground tank is installed to replace the underground fuel tanks.
A second story addition is proposed on the north side of the property while an elevated addition
over the existing parking area is proposed on the south side of the property. The existing elevated
deck would be removed for the addition on the south side.
Permit drawings illustrating the above work are attached.
WAIVER SECTION
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (If you wish to waive the setback, you must initial the appropriate blank below.)
1 do wish to waive the 15' setback requirement.
I do not wish to waive the 15' setback requirement.
(Property Owner Information)
(Adjacent Property Owner Information)
Signature'
Signature*
Gary Greene Agent for Dockside
Grav Gables Yacht Club HOA
Print or Type Name
Print or Type Name
PO Box 99213
PO Box 1101
Mailing Address
Mailing Address
Raleigh, NO 27624
Wrightsville Beach, NC 28480
_
F t L C E I V E D
City/State/Zip
919-855.8488
City/State/Zip 79TILMINGTON,
NC
Telephone Number Iemailaddress
October 3, 2014
Telephone Number/email address
NOV 020)4
Date
Date*
*Valid for one calendar year after signature* RECEIVED (Revised Aug. 2014)
NOV E 4 20%
Dem-MHB eITY

GARY GREENE "Oo
E N G I N E E R S
POST OFFICE BOX 99213
RALEIGH, NORTH CAROLINA 27624-9213 USA
919-855-8488 FAX [phone]
E-MAIL GKGREENEQGARYGREENE-ENGINEERSCOM
October 3, 2014
Terry and Margaret Turner
1904 Eastwood Road #212
Wilmington, NC 28403
Subject: Permit Application for Dockside Bulkhead and Improvements
For Dockside Restaurant and Bar Wb, LLC
Dear Sirs:
Dockside Restaurant and Bar Wb, LLC is applying for a CAMA Major permit to install a bulkhead
and perform other improvements at 1308 Airlie Road, Wilmington NC in New Hanover County.
The specifics of the proposed work are in the application forms and drawings previously forwarded
to you.
As the adjacent riparian property owner to the aforementioned project, I am required to notify you
of the development in order to give you the opportunity to comment on the project and request that
you complete the attached "Adjacent Riparian Property Owner Statement". Please review the
attached permit application and drawings.
Should you have any objections to this proposal, please send your written comments to Debbie
Wilson, District Manager, Wilmington Regional Office, 127 N Cardinal Drive, Wilmington, NC
28405-3845. Such comments will be considered by the Department in reaching a final decision on
the application. While 75 days is allowed, we are asking that you return the "Adjacent
Riparian Property Owner Statement" to Ms Wilson at the same address within 30 days of your
receipt of this notice. If you have any questions on this project, please call me at 919-855-8488,
or e-mail me at [e-mail]
Sincerely,
Gary Greene
RECEMED
Nov 2 4 1014
RECEIVED
DCM WILMINGTON, NC
N 0 V 0 7 2014
I,eWroe D em

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to nOr.KCInF RFSTAI ]RANT R RAR Win I I r s
(Name of Property Owner)
property located at 1108 AIRI IF ROAn
(Address, Lot, Block, Road, etc.)
on AIVUW In Wit MINrTN NFW HANOVFR N.C.
(Waterbody) (City/Town and/or County)
The applicant has described to me, as shown below, the development proposed at the above
location.
I have no objection to this proposal.
I have objections to this proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT
(Individual proposing development must fill in description below or attach a site drawing)
Dockside Restaurant & Bar Wb LLC proposes to install a bulkhead around the perimeter of its
waterside patio deck and place fill behind the bulkhead to a level just below the existing deck
stringers. To accommodate the work, the existing floating docks will be relocated and/or replaced
in a similar layout to the existing with some layout modifications. The fuel dispensers & sewage
pumpout equipment will be relocated to a dock on the south end of the property when a new above
ground tank is installed to replace the underground fuel tanks.
A second story addition is proposed on the north side of the property while an elevated addition
over the existing parking area is proposed on the south side of the property. The existing elevated
deck would be removed for the addition on the south side.
Permit drawings illustrating the above work are attached.
WAIVER SECTION
understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (If you wish to waive the setback, you must initial the appropriate blank below.)
I do wish to waive the 15' setback requirement.
I do not wish to waive the 15' setback requirement.
(Property Owner Inf rmation) (Adjacent Property Owner Information)
Signature Signature
Gary Greene Agent for Dockside Terry & Margaret Turner
Print or Type Name Print or Type Name
PO Box 99213 1904 Eastwood Road #212
Matting Address Mailing Address RECENED
Raleigh, NC 27624 Wilmington, NC 28403
City/State/Zip City/State2ip NOV 24 20m
919-855-8488
Telephone Number/email address Telephone Number/email address DCM-r"IHDCTry
October 3, 2014
Date Date`
Valid for one calendar year after signature* RECEIVED (Revised Aug. 2014)
DCM WILMINGTON, NC
NOV 0 7 2014

111111111111
2066050945
FOR REGI5TRHTION REGISTER OF DEEDS
NEMRENONOVERPCOUNTI Nc
2N6 SEP 07 04:02 A0 PM
MAN PG 1429-U FEE : $26 V
INSiRUNENi 4 4006W
R05718-008-004-000 R05718-008-008-000
Excise Tax: $ 0_00
R05I7a&j%%#I~0 R05718-009-020-000
WITHOUT OPINION ON TITLE
Prepared by:
Janet Russell Smith, VP, Statewide Title Exchange Corporation, sole
member/manager of STEC No. 06.2854, LLC
Mail Aker Recording to:
Douglas Fox
Yaw, Fox, & Mannen, LLP
102 N. Fifth Ave.
Wihnington, NC 28401
Brief Description for the Index:
1306 & 1308 Airlie Road, Wilmintton, NC 28403
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this 05 day of September, 2006, by and between STEC No. 06.2854, LLC Grantor and Dockside
WB Investments, LLC.
GRANTOR
STEC NO. 06-2854, LLC,
A North Carolina Limited
Liability Company
GRANTEE
Dockside WB Investments, LLC
1900 Eastwood Road, Ste I 1
Wilmington NC 28403
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.
RECEIVED
DCM WILMINGTON, NC
OCT 13 2014
RECENED
Nnu E 4 2014
e rrs T � D'I 7

WITNESSETH:
THAT said GRANTOR, for a valuable consideration paid by the GRANTEES, the receipt of
which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto
the Grantees, their heirs and assigns, in fee simple, all its interest in that certain lot or parcel of land
situated in New Hanover COUNTY, NORTH CAROLINA, and more particularly described as
follows:
SEE ATTACHED EXHIBIT "A"; and also being that same property conveyed
to Grantor recorded in Deed Book 4995 at Page 245, New Hanover County
Register of Deeds.
TO HAVE AND TO HOLD the above described tract or parcel of land, together with all
privileges and appurtenances thereunto belonging, unto the said Grantees, their heirs and assigns, to
the only use and behoof of Grantees and their said heirs and assigns, FOREVER.
AND said Grantor covenants to and with said Grantees that it is seized of the property in fee
simple, and has the right to convey the same in fee simple; that the title is marketable and free and
clear of all encumbrances except deeds of trust of record which are conveyed herewith, and that it
does hereby and will forever warrant and defend title to the same against the lawful claims of all
persons whomsoever EXCEPT for the exceptions hereinafter stated.
2006 ad valorem taxes, if any now due and payable; and all future years.
Restrictive covenants, reservations, restrictions, easements, right-of-way agreements,
and any other reservations applicable thereto of record in New Hanover County.
All zoning ordinances and other land use regulations applicable thereto RECEIVED
DCM WILMINGTON, NC
RECEIVED OCT 13 2014
Nov 2 4 2014
Der+a WMI5 ent

THIS CONVEYANCE is made in order to fully execute Grantor's obligations under a
Qualified Reverse Exchange Accommodation Agreement previously entered into with Grantees as
part of a reverse tax -deferred like -kind exchange, in which Grantor acquired this property in its
capacity as Exchange Accommodation Titleholder for Grantees.
IN TESTIMONY WHEREOF, said Grantor has caused this instrument to be executed, the day and
year first above written.
STEC NO.06-2854, LLC
Statewide Title Exchange Corporation,
Manager/Member of STEC No. 06-2854,
LLC
STATE OF NORTH CAROLINA
COUNTY OF ROWAN
Notary Public for said County and State, certify that
Janet R ssell Smith personally came before me this day and acknowledged that he (or she) is
Vice President of Statewide Title Exchange Corporation, a corporation, sole member/manager of
STEC No. 06-2854, LLC and that he/she, as Vice President, being authorized to do so, executed
the foregoing on behalf of the corporation.
OTAW '•fC"y hand and notarial stamp or seal, this the S day of S M6-e (, 2006.
NYt
U80
My commission expires: (z OZ Z00 }
MpryPublic r
RECEIVED RECEIVED
DCM WILMINGTON, NC
NOV 24 2014 OCT 13 2014

STATE OF NORTH CAROLINA
COUNTY OF
The foregoing (or annexed) Certificate(s) of
Notary(ies) Public is (are) Certified to be Correct.
This Instrument was filed for Registration on this Day of 2006,
in the Book and Page shown on the First Page Hereof.
Register of Deeds
RECEIVED RECEIVED
DCM WILMINGTON, NC
Nnv 24 2014 OCT 13 2014
DCM-mHD eiTy

��L
Lands of BHS Associates on Airlie Road, City of Wilmington, New Hanover County, North
Carolina
BEGINNING at a point in the western right of way line of Airlie Road (S. R. 1411) at an old "J"
stone, as shown on map of Airlie Place recorded in Map Book 26 at Page 169 of the New Hanover
County Registry; running thence from the point of beginning with property lines of Airlie Place,
Inc., North 43 degrees 33 minutes West 418.57 feet to an iron pipe; North 43 degrees 20 minutes
57 seconds West 137.65 feet to an old "C" stone; North 47 degrees 4 minutes 11 seconds West
34.44 feet to an iron pipe; and South 42 degrees 10 minutes 2 seconds West 40.70 feet to an iron
pipe in the northeastern property line of William 0. J. And Jocelyn S. Lynch (formerly
Ashworth); thence along Lynch's property lines South 42 degrees 14 minutes 5 seconds East
171.02 feet to an iron pipe; and South 42 degrees 12 minutes 59 seconds East 427.18 feet to an
"X" on a fence post concrete base in the western right of way line of Airlie Road; thence along the
western right of way line of Airlie Road and with another of Lynch's lines South 44 degrees 3
minutes 8 seconds West 52.55 feet to an old F. L. P. Stone; thence South 41 degrees 51 minutes
24 seconds East 40.51 feet to an iron pipe in the eastern right of way line of Airlie Road; thence
along the eastern right of way line of Airlie Road as it curves to the west a chord and distance of
South 55 degrees 1 minute West 115.40 feet to an iron pipe in a common property line with Gray
Gables, as shown on map recorded in Map Book 26, Page 130 of the New Hanover County
Registry; thence with property lines of Gray Gables South 41 degrees 36 minutes East 73.23 feet
to an iron pipe and South 41 degrees 36 minutes East 147.00 feet, more or less, to the Intracoastal
Waterway; thence along the Intracoastal Waterway North 51 degrees East 232 feet, more or less,
to a point that bears South 43 degrees 33 minutes East from the point of Beginning; said point
being in the property line of Seagate Office Park; thence with the property line of Seagate Office
Park North 43 degrees 33 minutes West 276 feet, more or less, to the point of Beginning. The
above described land being the same property described in deed recorded in Book 1287, Page 731
of the New Hanover County Registry.
RECENEO
Nov f 4 20
RECEIVED
DCM WILMINGTON, NC
O C T 13 2014

REBECCA P. SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
Filed For Registration: 09/07/2006 04:02:40 PM
Book: RE 5076 Page: 1429-1434
Document No.: 2006050945
DEED 6 PGS $26.00
Recorder: CRESWELL, ANDREA
State of North Carolina, County of New Hanover
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT. RECEIVED
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
NOV 2 4 ?flu
DCM44HDC V
*2006050945* RECEIVED
DCM WILMINGTON, NC
2006050945 OCT 13 2014

A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory John E. Skvarla, III
Governor Secretary
November 19, 2014
Doug Leech
c/o Dockside Restaurant & Bar WB, LLC
1308 Airlie Road
Wilmington, North Carolina 28403
Dear Mr. Leech:
The Division of Coastal Management hereby acknowledges receipt of your application for State approval for the proposed
development at 1308 Airlie Road, adjacent to the AIW W/Greenville Sound, in Wilmington, New Hanover County. It was
received as complete on November 7, 2014, and appears to be adequate for processing at this time. The projected
deadline for making a decision is January 23, 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 November 7, 2014, 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.
I /Inc(ly, 2 ILA
z
Robb L. Mairs
Field Representative
cc: Jonathan Howell, DCM
Tyler Crumbley, USACE RECENED
Linda Painter, NH Co. W)V 24 2W
Ron Satterfield, City of Wilmington
Gary Greene, Agent DCM-MHD CITY
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Intemet: www.nocoastalmanagement.net
An Equal Opportunity 1 A1Pomat w Action Employer

NOTI(0*0 J w"
c c s
z
AMA PERMIT
APPLIED FOR
icant proposes to
bui
the
the
additional
re
f
COMMENTS ACCEPTED THROUGH December 14, 2014
APPLICANT: FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
Gary ^ NC Div. of Coastal Management
PO Box 9921 927 Cardinal Dr. Extension
a ei Wilmington, NC 28405
Robb Mairs Field Representative
For Dockside Restaurant & Bar WB, LLC 910-796-7423

GARY GREENE
E N G I N E E R S
POST OFFICE Box 99218
RALEIGH, NORTH CAROLINA 27624-9215 USA
919-855-8488 FAx [phone]
F-mA1L: GRGREENE@GARYGREENFrENG1NEERSCOM
February 23, 2015
Robb L. Mairs
Division of Coastal Management, NC DENR
127 Cardinal Drive Ext
Wilmington, North Carolina 28405
Subject: Submitted Application - Dockside Bulkhead and improvements
Dockside Restaurant & Bar Wb LLC
Dear Robb:
On behalf of my client, Dockside Restaurant & Bar Wb LLC, I am requesting that our application
be placed "on hold" until items associated with adjacent property owners and the City of Wilmington
are resolved. I will forward correspondence at a later date requesting that the review process be
resumed.
Additionally, on behalf of my client, I am requesting substitution of the attached modified permit
application drawings and narrative to replace the existing documents. The modifications to the
drawings and narrative reflect changes whereby all proposed improvements for new buildings and
new floating docks will no longer be included. The existing docks will remain "as is" with no work
proposed in this permit other temporary removal as required for installation of the bulkhead and to
re -install the docks to the existing location.
I trust that this correspondence is sufficient for both placing the permit on hold and for denoting the
required modifications to the permit application. However, if you have any questions or need
additional information, please do not hesitate to contact me.
Sincerely,
Gary K Greene PE D.PE
cc: Jonathan Howell, NCDCM
PP 11111W .-
Received
Ft a 2 7 1015
DCM

PROPERTY OWNER #3
GRAY GABLES YACHT CLUB HOA
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SCALE: NO SCALE
PURPOSE: BULKHEAD&MISC IMPROVEMEI
WORK: MAINTENANCE AND ORIGINAL
DATUM: NAVD 88
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MAP AND GENERAL PLAN
DOCKSIDE BULKHEAD & IMPROVEMENTS
APPUCANT: DOCKSIDE RESTRURANT & BAR Wb, INC STREET:
1308 AIRLIE ROAD CITY
WILMINGTON NC DATE:
AIRLIE ROAD

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PO BD% Y9213 RAIFJGH, NC 27824
DATUM: NAVD 88 APPUCANT: DOCKSIDE RESTRURANT & BAR WD, INC WATER BODY: AIWW
ADJACENT PROPERTY OWNERS: STREET: AIRLIE ROAD
1. SEAGATE OERCE PARK UOA, INC 1308 AIRLIE ROAD CITY COUNTY: WILMINGTON NEW HANOVER
2. TERRY & MARGARET TURNER WILMINGTON NC
3. GRAY GABLES YACHT CLUB HOA DATE: 10/3/2014 SHEET 2 OF 5

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GARY GREENE
WORK: MAINTENANCE AND ORIGINAL
DOCKSIDE BULKHEAD &
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DATUM: NAVD 88
ADJACENT PROPERTY OWNERS:
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2. TERRY 4 MARGARET TURNER
APPLICANT: DOCKSIDE RESTRURANT & BAR Wb, INC STREET:
1308 AIRLIE ROAD CITY
WILMINGTON NC DATE.
AIRLIE ROAD
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STREET:
AIRLIE ROAD
ADJACENT
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1308 AIRLIE ROAD
1. SEAGATE OMCE PARK UDA. INC
CITY
COUNTY:
WILMINGTON NEW HANOVER
2. TERRY & MARGARET TURNER
WILMINGTON NC
10/3/2014
SHEET 4
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3. GRAY GABLES YACHT CLUB HOA
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STEEL SHEETPILE
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LENGTH - 20'
SHEETPILE FILL TO +5 MAX SHEETPILE SLOPE VARIES
RE -INSTALL PILES IN F1 TO +5' MAX
SHEETING CUSP
SECTION A STEEL
SHEETING
SECTION B 2' MAX FOR SHEETING
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FILL TO +5 MAX
SECTION C
BULKHEAD SECTIONS
1% 15!
141
NOTE;
FOR LOCATION OF SECTIONS, SEE SHEET 4
SECTIONS ILLUSTRATE STEEL SHEETING, CONCRETE ALTERNATE MAY BE USED
EXISTING DECKING STRUCTURE TO REMAIN OR BE RE -BUILT (AS PER EXISTING) FOR
AREAS OF FILL
CONCRETE SHEETPILE -
PRESTRESSED, 8- WIDTH
LENGTH - 18'
CONCRETE SHEETING
TYPICAL SECTIONS
I.= 51 . .
NQM. SHIEEIING LENGTHS AND SIZE BASED ON PRELMINARY
SOILS DATA. FWAL DESIGN MAY VARY

P,J
Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead Dockside Restaurant & Bar Wb, LLC
and Improvements on the Intracoastal Waterway in New Hanover County Wilmington, NC
Pagel of2
Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead and
Improvements on the Intracoastal Waterway in New Hanover County
This project consists of various tasks and the construction of the tasks will be phased in order to
complete the tasks while minimizing impact to operations at the facility. The following items are
proposed in this permit
INSTALLATION OF BULKHEAD AROUND EXISTING WATERSIDE DECK
The deterioration of existing bulkheads underneath the decks has resulted in loss of foundation
support for the existing buildings. In addition, piling supporting the deck are experiencing
deterioration and the slope protection materials (concrete, rubble and miscellaneous materials) under
the deck under the deck on the south side of the site is not stable resulting in loss of soil material
along the slope. The substrate underneath the decks has some areas with significant concrete and
miscellaneous rubble deposits along with deterioration foundation remains.
In order to protect the existing building and deck foundations, a new bulkhead will be required along
the entire waterfront of the prevent further loss of soil materials. Due to existing rubble and
deteriorated remains on substrate along with desire to minimize project impact on operations
(economical loss for employer and employees), the new bulkhead is proposed to be placed within
2 feet of the edge of existing deck perimeter.
On the north side, minimal demolition of the deck is required to keep the new construction from
being located on adjacent property owners riparian line. Note that construction of docks by adjacent
property owner on the north side of the property were based on an extended property line which
results of these same structures being located with Dockside's riparian rights; however, no actions
are proposed by Dockside that would modify the adjacent property owner's infrastructure.
Construction of the bulkhead will consist of installing either concrete or steel sheeting. A limited
amount of sand fill will be placed behind the sheeting prior to installation of anchors and wale (or
anchor and concrete cap for concrete sheeting). Upon completion of the anchors and wale (or
anchor and concrete cap for concrete sheeting), fill will be placed to an elevation that is lower than
the top of new bulkhead wall and also below the existing timber decking and stringer. The majority
of fill will be covering miscellaneous rubble deposits along with deterioration foundation remains
in the intertidal zone and above mean high water. The substrate area below mean high water to be
cover by fill placement will be approximately 2360 square feet.
The project will result in storm water from the timber decking penetrating Vinohe sand fill below
the deck in lieu of being deposited directly into the water below the deck.
TEMPORARY REMOVAL AND RE -INSTALLATION OF EXISTING DOCKING STRUCTURES
During construction ofthe bulkhead, some of the existing docks will be removed temporarily. After
installation of the bulkhead, the docks will be re -installed to existing location with existing or new
guide piles (depending on condition of guide pile). At some locations, guide piles may be re-
positioned. The existing gangway located at the middle of the deck will not be re -installed. The
re -installation of southern gangway will satisfy access requirements.
Revised 2/232015

Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead Dockside Restaurant & Bar Wb, LLC
and Improvements on the Intracoastal Waterway in New Hanover County Wilmington, NC
Page 2 of 2
REMOVAL OF EXISTING UNDERGROUND TANKS AND INSTALLATION ABOVEGROUND TANK
Replacement of fuel storage is proposed with a reduction in fuel storage to a total of 3000 gallon
capacity. It is proposed to remove the existing underground tanks; however, if the removal will
result in potentially damaging existing building structure foundations, abandonment of the tanks
with approval of permitting agencies may be pursued.
In lieu of installing the new fuel tank underground, a single above ground tank is proposed. The
tank will conform to UL 2085 listed "protected tank" with respect to fire and impact protection. The
tank will be provided with two compartments to provide two different fueling products. The
anticipated tank size is 73 inches outside diameter with a length of 227 inches. The tank will be
provided with a saddle to allow anchorage to a concrete slab foundation that will be design to
prevent uplift of the tank during flooding. The tank is double walled to provide secondary
containment and the pumps are located on top of the tank resulting in the total height of the tank
components at less than 10 feet above grade.
Two new fuel lines from the tank to dock will be provided with secondary containment and anti -
siphoning of the tank fuel.
Revised 2/23/2015

GARY GREENE
E N G I N E E R S
POST OFFICE Box 99213
RALEIGH, NORTH CAROLINA 27644-9213 USA
919-855-8488 FAx 919-s82-9654
FrMAIL: [e-mail]
January 12, 2015
Robb Mairs
Division of Coastal Management
NC Department of Environmental and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: Permit Applications - Dockside Bulkhead and Improvements
Dockside Restaurant & Bar Wb LLC
Dear Mr. Mairs:
Gary Greene Engineers, on behalf of Hess Dockside Restaurant & Bar Wb LLC, requests
substitution of the following modified permit application drawings.
P2 Existing and Demolition Plan
P3 New Bulkhead and Improvements
P6 New Dock Plan
The modifications to the plans reflect a change whereby all existing floating docks located inside the
Corps of Engineers 80 feet offset will not longer be replaced. They will remain "as is" with no work
proposed in this permit other than to connect to new docks at a point located beyond the 80 feet
offset. I trust that this correspondence is sufficient for denoting the required modifications to the
permit application. However, if you have any questions or need additional information, please do
not hesitate to contact me.
Sincerely,
Gary K Greene PE D.PE
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NEW DOCK PLAN
DOCKSIDE BULKHEAD & IMPROVEMENTS
APPLICANT: DOCKSIDE RESTRURANT & BAR Wb, INC WATER BODY: AIWW
STREET. AIRLIE ROAD
1308 AIRLE ROAD I --. ,__.............. __.. ._..........
WILMINGTON NC
SHEET 6 OF

GARY GREENE
E N G I N E E R S
POST OFFICE Box 99213
RALEIGH, NORTH CAROLINA 27624-9213 USA
919-855-8488 FAX [phone]
F-MAIL: GKGREENE@R GARYGREENE-ENGINEERS.COM
March 16, 2016
Robb L. Mairs
Division of Coastal Management, NC DENR
127 Cardinal Drive Ext
Wilmington, North Carolina 28405
Subject: Submitted Application - Dockside Bulkhead and Improvements
Dockside Restaurant & Bar Wb LLC
Dear Robb:
On behalf of my client, Dockside Restaurant & Bar Wb LLC, I am again requesting that our
application be taken of "on hold" and requesting that the review process be resumed. Based on the
date of accepted application and date of request to be on hold, approximately 106 days have been
utilized for the review process.
On behalf of my client, I am requesting substitution of the attached modified permit application
drawings and narrative to replace the existing documents. The modifications to the drawings and
narrative reflect changes whereby all proposed improvements for new buildings, above ground tank
and new floating docks will no longer be included. Also, the removal / abandonment of underground
tanks has been permitted, and the work for this task has been completed and accepted.
The existing docks will remain "as is" with no work proposed in this permit other temporary removal
as required for installation of the bulkhead and to re -install the docks to the existing location except
at one of the gangway locations. The installation of the bulkhead requires re -orienting a gangway
which also requires modifying some of the floating dock area and provision of a small timber
platform for gangway attachment
I trust that this correspondence is sufficient for both resuming the permit review process and for
denoting the required modifications to the permit application. However, if you have any questions
or need additional information, please do not hesitate to contact me.
Sincerely,
Gary K Greene PE DYE
Gary Greene Engineers
Attachments - 8 pages
cc: Heather Coats, NCDCM w/ attachments
Doug Huggett, NCDCM w/ attachments

O
PROPERTY OWNER #3 PROPERTY OWNER #1
GRAY GABLES YACHT CLUB HOA SEAGATE OFFICE PARK UOA INC] l a,
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PROPERTY OWNER #2 "o
TERRY & MARGARET TURNER ILI[Nr 8
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PURPOSE: BULKHEAD&MISC IMPROVEMENT
MAP AND GENERAL PLAN
GARY GREENE
WORK: MAINTENANCE AND ORIGINAL
DOCKSIDE BULKHEAD & IMPROVEMENTS
E N G I N E E R S
IMWMNI. BO% 99213 RAlE1GH, NC 27624
DATUM: NAVD 88
WATER BODY: AIWW
APPLICANT: DOCKSIDE RESTRURANT &BAR Wo, INC
STREET: AIRLIE ROAD
ADJACENT PROPERTY OWNERS:
1308 AIRLIE ROAD
1. SEAGATE OMCE PARK UOA, INC
CITY COUNTY: WILMINGTON NEW HANOVER
2. TERRY & MARGARET TURNER
3. GRAY GABLES YACHT CLUB HOA
WILMINGTON NC
DATE: 10/2/2014 SHEET 1 OF 5

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PURPOSE: BULKHEAD&MISC IMPROVEMENT EXISTING & DEMOLITION PLAN �GARY GREENEGREENE
WORK: MAINTENANCE AND ORIGINAL DOCKSIDE BULKHEAD & IMPROVEMENTS E N G I N E E R S
PO BO% 99213 RALf]CH, NC 2]624
DATUM: NAVD 88 WATER BODY: AIWW
APPLICANT. DOCKSIDE RESTRURANT &BAR Wb, INC
ADJACENT PROPERTY OWNERS: STREET: AIRLIE ROAD
1308 AIRLIE ROAD
1. SEAGATE OFMCE PARK UOA, INC CITY COUNTY: WILMINGTON NEW HANOVER
2. TERRY & MARGARET TURNER WILMINGTON NC
3. GRAY CABLES YACHT CLUB HOA DATE: 10/3/2014 SHEET 2 OF 5

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SCALE: 1°= 30' REVISED 3 16 2016
PURPOSE: BULKHEAD&MISC IMPROVEMENT NEW BULKHEAD & IMPROVEMENTS /
R GARY EENE
WORK: MAINTENANCE AND ORIGINAL DOCKSIDE BULKHEAD & IMPROVEMENTS E N C I NV E E R 9
PO BOX 99215 RAIflGN, NC 2]fi24
DATUM: NAVD 88 WATER BODY: AIWW
APPLICANT: DOCKSIDE RESTRURANT &BAR Wb, INC STREET: AIRLIE ROAD
ADJACENT PROPERTY OWNERS: 1308 AIRLIE ROAD
1. SEAGATE OFFICE PARK UOA, INC CITY COUNTY: WILMINGTON NEW HANOVER
2. TERRY & MARGARET TURNER WILMINGTON NC
3. GRAY GABLES YACHT CLUB HOA DATE: 10/3/2014 SHEET 3 OF 5

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PURPOSE: BULKHEAD&MISC IMPROVEMENT NEW BULKHEAD PLAN
GARY GREENE
WORK: MAINTENANCE AND ORIGINAL DOCKSIDE BULKHEAD & IMPROVEMENTS E N G I N E E R S
MllMll. BOA 89213 RAIFIGH, NC 11.11
DATUM: NAVD 88 APPUCANT: DOCKSIDE RESTRURANT & BAR WD, INC WATER BODY. AIWW
ADJACENT PROPERTY OWNERS: STREET: AIRLIE ROAD
1. SEAGATE OFRCE PARK UOA, INC 1308 AIRLIE ROAD CITY COUNTY: WILMINGTON NEW HANOVER
2. TERRY & MARGARET TURNER WILMINGTON NC
3. GRAY GABLES YACHT CLUB HOA DATE: 10/3/2014 SHEET 4 OF 5

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PURPOSE: BULKHEAD&MISC IMPROVEMENT
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WORK: MAINTENANCE AND ORIGINAL
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BULKHEAD & IMPROVEMENTS
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DATUM: NAVD 88
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APPLICANT:
DOCKSIDE RESTRURANT
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STREET.
AIRLIE ROAD
ADJACENT PROPERTY OWNERS:
1308 ARLIE ROAD
1. SEAGATE OMCE PARK UOA, INC
CITY /
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WILMINGTON /NEW HANOVER
2. TERRY & MARGARET TURNER
3. GRAY GABLES YACHT CLUB HDA
WILMINGTON NC
I DATE:
10/3/2014 SHEET 5 OF 5

Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead Dockside Restaurant & Bar Wb, LLC
and Improvements on the Intracoastal Waterway in New Hanover County Wilmington, NC
Page 1 of 3
Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead and
Improvements on the Intracoastal Waterway in New Hanover County
This project consists of bulkhead replacement which will be phased in order to complete the tasks
while minimizing impact to operations at the facility. The following items are proposed in this
permit
INSTALLATION OF BULKHEAD AROUND EXISTING WATERSIDE DECK
The deterioration of existing bulkheads underneath the decks has resulted in loss of foundation
support for the existing buildings. In addition, piling supporting the deck are experiencing
deterioration and the slope protection materials (concrete, rubble and miscellaneous materials) under
the deck under the deck on the south side of the site is not stable resulting in loss of soil material
along the slope. The substrate underneath the decks has some areas with significant concrete and
miscellaneous rubble debris deposits along with deteriorated foundation remains.
In order to protect the existing building and deck foundations, a new bulkhead will be required along
the entire waterfront of the prevent further loss of soil materials. The new bulkhead is proposed to
be placed along the edge of existing deck perimeter installing the landside face of the sheeting as
close as possible to the existing deck (removing any handrail and using a piece of timber as guide
between existing deck edge and new sheeting). Exceptions would be at - 1) a segment where a two
story building labeled "Section C" in the permit drawings and 2) at the north end where the wall
would be located under the existing deck and tie into the existing timber bulkhead outside of the 15
feet offset from the north riparian line.. The reason for additional offset at Segment "C" is to allow
room for pile driving hammer, located directly above the sheet piles, for installation of the sheeting.
While the proposed installation is offset from existing bulkheads or mean high water beyond
distance typically allowed, the following is noted for justification:
At the south end noted as "Segment D", the mean high water is approximately 7 to less
than 8 feet from the offshore edge of existing deck. If required to relocate the
proposed bulkhead alignment under the existing deck in lieu of the proposed
alignment, complete removal and re -installation of all the patio decking, stringers and
pile caps would be required due to details of existing construction. This additional
work would have 1) an impact on the owner due to additional construction costs and
2) a significant economic loss on both employer and employees due to an estimated
tripling the construction time (based on discussion with contractors) which requires
closure of the entity.
In addition, relocating the sheeting to an alignment under the existing deck will require
removal of existing debris which has been piled on the slope. The extent and size of
hidden debris is unknown. Removal will require disturbance of existing substrate for
distances up to several feet on both sides of the proposed alignment up to offshore edge
of the deck where deposition of debris ends. Another impact of this debris removal
would be instability of the existing slope under the deck.
Revised 3/16/2016

Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead Dockside Restaurant & Bar Wb, LLC
and Improvements on the Intracoastal Waterway in New Hanover County Wilmington, NC
Page 2 of 3
In the middle portion of the facility noted as "Segment C", the existing bulkhead (also
mean high water) is approximately 7 feet from the offshore edge of existing deck and
a two story building. If required to relocate the proposed bulkhead alignment under
the existing deck in lieu of the proposed alignment, complete removal and re-
installation of the two story building would be required. This additional work would
have 1) an impact on the owner due to additional construction costs and 2) a significant
economic loss on both employer and employees due to increasing the construction time
more than 4 times of proposed construction (based on discussion with contractors)
which requires closure of the entity.
At the north end noted as "Segment B", the existing bulkhead is approximately 7 feet
from the proposed bulkhead alignment under the existing deck.. A short return wall
on the north side ties into the existing bulkhead with the new bulkhead stopping short
of the 15 feet offset from the riparian line. Partial removal and re -installation of the
patio decking, stringers and pile caps will be required. This additional work will have
an economic impact on both employer and employees due to additional construction
time (based on discussion with contractors) which requires partial closure of the entity
Note that construction of docks by adjacent property owner on the north side of the property were
based on an extended property line which results of these same structures being located with
Dockside's riparian rights; however, no actions are proposed by Dockside that would modify the
adjacent property owner's infrastructure.
Construction of the bulkhead will consist of installing steel sheeting. A limited amount of sand fill
will be placed behind the sheeting prior to installation of anchors and wale (or anchor and concrete
cap for concrete sheeting). Upon completion of the anchors and wale (or anchor and concrete cap
for concrete sheeting), fill will be placed to an elevation that is lower than the top of new bulkhead
wall and also below the existing timber decking and stringer. The majority of fill will be covering
miscellaneous rubble deposits along with deterioration foundation remains in the intertidal zone and
above mean high water. The substrate area below mean high water to be cover by fill placement will
be approximately 1589 square feet.
All bulkhead work can be accomplished with the construction equipment located within the riparian
rights of the owner. Considering the weight of the sheeting, the contractor will be able to reach the
required offset from the crane with the barge located offshore of existing deck.
The project will result in storm water from the timber decking penetrating into the sand fill below
the deck in lieu of being deposited directly into the water below the deck.
TEMPORARY REMOVAL, RE -INSTALLATION & MODIFICATION OF EXISTING DOCKING STRUCTURES
During construction of the bulkhead, some of the existing docks will be removed temporarily. After
installation of the bulkhead, the docks will be re -installed to existing location with existing or new
guide piles (depending on condition of guide pile) with exception of the area in the vicinity of the
gangway located in the middle of the project. At some locations, guide piles may be re -positioned.
Revised 3/16/2016

Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead Dockside Restaurant & Bar Wb, LLC
and Improvements on the Intracoastal Waterway in New Hanover County Wilmington, NC
Page 3 of 3
For re -installing the gangway located in the middle of the project, the gangway will be oriented 90
degrees from the existing installation due to bulkhead installation. This will require a modification
to the dock layout; however, the square footage of the modified area will be less than the existing
square footage removed to accommodate the modification. Construction of the floating dock for
the modified area will be similar to existing floating dock construction.
Revised 3/16/2016

Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead Dockside Restaurant & Bar Wb, LLC
and Improvements on the Intracoastal Waterway in New Hanover County Wilmington, NC
Page 1 of 3
Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead and
Improvements on the Intracoastal Waterway in New Hanover County
This project consists of various tasks and the construction of the tasks will be phased in order to
complete the tasks while minimizing impact to operations at the facility. The following items are
proposed in this permit
INSTALLATION OF BULKHEAD AROUND EXISTING WATERSIDE DECK
The deterioration of existing bulkheads underneath the decks has resulted in loss of foundation
support for the existing buildings. In addition, piling supporting the deck are experiencing
deterioration and the slope protection materials (concrete, rubble and miscellaneous materials) under
the deck under the deck on the south side of the site is not stable resulting in loss of soil material
along the slope. The substrate underneath the decks has some areas with significant concrete and
miscellaneous rubble deposits along with deterioration foundation remains.
In order to protect the existing building and deck foundations, a new bulkhead will be required along
the entire waterfront of the prevent further loss of soil materials. Due to existing rubble and
deteriorated remains on substrate along with desire to minimize project impact on operations
(economical loss for employer and employees), the new bulkhead is proposed to be placed within
2 feet of the edge of existing deck perimeter.
On the north side, minimal demolition of the deck is required to keep the new construction from
being located on adjacent property owners riparian line. Note that construction of docks by adjacent
property owner on the north side of the property were based on an extended property line which
results of these same structures being located with Dockside's riparian rights; however, no actions
are proposed by Dockside that would modify the adjacent property owner's infrastructure.
Construction of the bulkhead will consist of installing either concrete or steel sheeting. A limited
amount of sand fill will be placed behind the sheeting prior to installation of anchors and wale (or
anchor and concrete cap for concrete sheeting). Upon completion of the anchors and wale (or
anchor and concrete cap for concrete sheeting), fill will be placed to an elevation that is lower than
the top of new bulkhead wall and also below the existing timber decking and stringer. The majority
of fill will be covering miscellaneous rubble deposits along with deterioration foundation remains
in the intertidal zone and above mean high water. The substrate area below mean high water to be
cover by fill placement will be approximately 2360 square feet.
The project will result in storm water from the timber decking penetrating to t an tl a ow
the deck in lieu of being deposited directly into the water below the deck. H E C E I V E D
()CM WILMINGTON, NC
RELOCATION AND /OR REPLACEMENT OF EXISTING DOCKING STRUCTURES N O V 0 6 2014
The relocation and/or replacement of existing docking structures is necessary due to the installation
of the bulkhead. The proposed docks will result in no increase in the number of slips available and
will also provide a similar distribution of slips for similar boat lengths as existing. In order to
accommodate NC building requirements, modification to the gangways are required with one
gangway being ADA accessible along with appropriate landing areas at top and bottom of gangwa)RECEIVED
NOV 2 4 1014
Dem-mm" env

ry-
Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead Dockside Restaurant & Bar Wb, LLC
and Improvements on the Intracoastal Waterway in New Hanover County Wilmington, NC
Page 2 of 3
One additional task with the docking facilities to relocate the fueling and pumpout equipment to a
dock closer to shore. New fueling equipment on the dock and from landside to the dock will be
provided with sumps, secondary containment and leak detection. A sump will be provided on land
at transition to over water with a electric solenoid valve that will prevent loss of fuel in lines in the
event of breakage or separation of waterside lines.
The installation of new or relocated docks will result in a similar footprint as existing docks and
similar offsets from adjacent riparian lines and adjacent docking facilities. However, the proposed
as well as the existing docks are within the required 15 feet offset from the riparian line; therefore,
approval for the docks within the 15 feet offset will be requested from adjacent riparian landowners.
Also the docks will not result in facilities being any closer to the federal channel.
REMOVAL OF EXISTING UNDERGROUND TANKS AND INSTALLATION ABOVEGROUND TANK
Replacement of fuel storage is proposed with a reduction in fuel storage to a total of 3000 gallon
capacity. It is proposed to remove the existing underground tanks; however, if the removal will
result in potentially damaging existing building structure foundations, abandonment of the tanks
with approval of permitting agencies may be pursued.
In lieu of installing the new fuel tank underground, a single above ground tank is proposed. The
tank will conform to UL 2085 listed "protected tank" with respect to fire and impact protection. The
tank will be provided with two compartments to provide two different fueling products. The
anticipated tank size is 73 inches outside diameter with a length of 227 inches. The tank will be
provided with a saddle to allow anchorage to a concrete slab foundation that will be design to
prevent uplift of the tank during flooding. The tank is double walled to provide secondary
containment and the pumps are located on top of the tank resulting in the total height of the tank
components at less than 10 feet above grade.
Two new fuel lines from the tank to fuel dock will be provided with secondary containment and anti -
siphoning of the tank fuel. Note additional items above related to fueling facilities.
CONSTRUCTION OF NEW SECOND STORY STRUCTURES AT NORTH AND SOUTH SIDES I ID
New building additions are proposed at both the north and south sides of the site with minimal
modifications at ground level other than access via elevator and stairwells which provide emergency
exits along with support columns. The amount of disturb surface is limited to installation of the new
structures at the ground surface and areas being converted to pervious landscaping. Columns for
the new structures will be placed on foundations within filled areas and are likely to consist of pile
foundations.
Via conversion of some existing impervious surfaces on the north side of the site, the construction
will result in no net increase (actually a decrease) in impervious surfaces at the site. Also the
improvements will not require any modifications to surface drainage nor storm water structures and
piping. The location of the improvements on the ground surface will not impeded storm water flow.
Proposed screen walls on the south side around parking areas will have a gap at the bottom of the
wall to provide flow under the screen wall.
RECENEO RECEIVED
DCM WILMINGTON, NC
NOV 24 20N NOV 0 6 2014
DCM-MHD CITY

Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead Dockside Restaurant & Bar Wb, LLC
and Improvements on the Intracoastal Waterway in New Hanover County Wilmington, NC
Page 3 of 3
The placement of the second story structures at the site will not be exclusive in the vicinity of the
project with regard to coastal vistas. A multistory building already exists on the Dockside property
and also exist on nearby properties as follows:
- north of the Dockside site, 3 story and 4 story structures encompass the property sites;
west of the Dockside site, a 3 story structure existing on opposite side of Airlie Road; and
-southwest of the Dockside site, multi -story residential structures exist west ofAirlie Road.
As discussed in a scoping meeting for this project, parking modifications / expansion to satisfy
municipal requirements will be necessary prior to obtaining a building permit for improvements.
RECEIVED
NOV 2 4 2014
VOID
RECEIVED
DCM WILMINGTON, NC
DCM-M+eelry NOV 0 6 2014

DCM MP-7
APPLICATION for
Major Development Permit
".
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Dockside Restaurant & Bar Wb Lic
Project Name (if applicable)
Dockside Bulkhead and Improvements
Applicant 1: First Name
Doug
MI
Last Name
Leech
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional pages) with names listed.
Mailing Address
1308 Airlie Road
PO Box
City
Wilmington
-State
NC
ZIP
28403
Country
Phone No.
910-256-2752 ext.
FAX No.
- -
Street Address (if different from above)
city
State
ZIP
Email
2. Agent/Contractor Information
Business Name
Gary Greene Engineers
Agent/ Contractor 1: First Name
MI
Last Name
Gary
K
Greene
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
PO Box 9921
Raleigh
NC
ZIP
Phone No.1
Phone No. 2
27624 9213
919-855-8488
ext.
919-417-1698 ext.
FAX No.
Contractor If
919 882 9654
Street Address (if different from above)
city
State
r27609-
5832 Faringdon Place, Suite 2
Raleigh
NC
Email
[e-mail]
RECEIVED
vvm vvlLrylll RECEIVED
V MU 0 VIVA IV
<Form continues on back> NOV 0 a 2014
NOV 2 4 7n14
S.. U .. .tt aT ., r„-w nos: z .i mn .,;gem

Form DCM MP-1 (Page 2 of 4) APPLICATION for
OZ-
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
New Hanover
1308 Airlie Road
Subdivision Name
City
State
zip
Wilmington
NC
28403-
Phone No.
Lot No.(s) (if many, attach additional page with list)
- _ ext.
I I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Atlantic Intracoastal Waterway
Bradley Creek and Motts Channel
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
Atlantic Ocean
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 NC
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
227 ft
83,635.2
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)
4.8 ft ®NHW or ❑NWL
e.
Vegetation on tract
Developed area landscaping
f.
Man-made features and uses now on tract
Commercial Restaurant, timber bulkhead, parking area, docking facility
g.
Identify and describe the existing land uses adiacent to the proposed project site.
Residential Condominium / Marina
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Community Business
(Attach zoning compliance certificate, if applicable)
®Yes []No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Has a 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
National Register listed or eligible property?
RECE
<Fornn continues on next page> RECEIVED DCM WILMINGTON, NC
NOV 24 2014 NOV 0 7 2014
252-808.2808 .. 1-888-4RCOA5T .. wva w.enec oa ;.x9rn �s r+a ga rn zan s,<a t.

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.
into municipal sewer
o. Describe existing drinking water supply source.
municipal water system
p. Describe existing storm water management or treatment systems.
existing drainage into 6" drain socks
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.
Commercial Restaurant with both vehicular and marine vessel temporary parking
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.
Construction will utilize cranes (floating and land based), equipment for backfilling, misc for building construction. Storage of
equipment will either be on site or approved staging area
d. List all development activities you propose.
Installation of a steel or concrete bulkhead to encompass and timber dock structure; relocation / realignment of existing
floating docks; relocation / upgrade of existing marine fueling; replacement of underground fuel tanks with above gound
tank(s); and construction of building additions over existing features resulting in no net increase in impervious surfaces
e. Are the proposed activities maintenance of an existing project, new work, or both? both
I. What is the approximate total disturbed land area resulting from the proposed project? 2314 ®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.
existing storm water features exist and will not be modified
i. Will wastewater or stoonwater 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
I. Is there any mitigation proposed? ❑Yes
If yes, attach a mitigation proposal. Unim
<Form continues on back> RECEIVED DCM WILMINGTON, NC
NOV 24 2014 NOV 0 7 2014
252-80b .. ,. . -1<: „C0A6; .. ;x"W.noc MmyPoxy,g em e"t."et

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to 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 Seagate Office Park UOA Inc Phone No.
Address PO Box 3448, Wilmington NC 28406
Name Terry & Margaret Turner Phone No. 919-256-1045
Address 1904 Eastwood Road #212, Wilmington NC 24403
Name Gray Gables Yacht Club HOA Phone No.
Address 3901 Oleander Drive, Wilmington NC 28403
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
DCM 20-89 Wrightsville Terminal Inc - modify existing dock
DCM 77-85 JW Holman, Airlie Capital - waterfront construction
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), If necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land I
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 _October 3, 2014 Print Name —Gary K
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information []DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP4 Structures Information RECEIVED
RECaWD DCM WILMINGTON, NC
VOID
NOY 84 2014 NOV 0 7 2014
252-808-2803 .. 1-RHiik-41IGpAST .. went w.�accaastalmanagemaavt. n->.

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
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
Width
Avg. Existing
Depth
NA
NA
Final Project
Depth
NA
NA
11. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or
cubic yards.
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:
to be excavated.
d. High -ground excavation in cubic yards.
12. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable I
a. Location of disposal area.
of disposal area.
C. (i) Do you claim title to disposal area?
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
❑Yes []No ❑NA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh
f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
❑Yes ❑No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
If es, how much water area is affected?
(n) Y
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of disposal in these areas:
VC;O�D
RECEIVED DCM WILMINGTON, NC
NOV 24 711114 NOV 0 7 2014
DCM-MHD CITY
252.809-2806 :. 1-8884RCOAST :: wwvvamcoacfainm.
rccascda 12!26,06

V-1
Form DCM MP-2 (Excavation and Pill, Page 2 of 2)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length: 282
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: 8 to 17 tt with 12'
average
e. Type of stabilization material:
Steel or Concrete Sheet pile with anchors
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 2360 Riprap
Breakwater/Sill Other
i. Source of fill material.
Approved borrow site
Width: 8 to 9 inches
d. Maximum distance waterward of NHW or NWL: 17
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
(III If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
clean sand
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (1) 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,
Ili) 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?
All fill will be placed behind installed bulkhead
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.
October 3, 2014
Date
Dockside Bulkhead & Improvements
Project Name
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:
b. What type of construction equipment will be used (e.r
backhoe, or hydraulic dredge)?
crane with bucket and possibly conveyor to distribute
d. (i) Will wetlands be crossed in transporting equipment to project
site? (_—]Yes allo ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
K Greene
Applicant � law
Applicant Signatuw 1 RECEIVED
DCM WILMINGTON, NC
NOV 24 2N NOV 0 7 2014
252-908.2808 :: 1.888-4RCOAST :: www.ncgosaaearirxr,anat,quereen4,.lzc% revised: 12126106

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. I
Convert one story to two story & new 2ntl story over existing
parking
c. Density (give the number of residential units and the units per
acre).
n/a
If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
[]Yes ❑No NNA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
redevelopment of existing no net increase
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
modification will result in no net increase
j. Describe proposed method of sewage disposal.
existing municipal sewer connection
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
no new discharges
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
0 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
existing is concrete and paver stone
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes ❑No NNA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes NNo ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stonnwater
design?
[--]Yes ❑No NNA
If yes, attach appropriate documentation. D
V
REE�E(JED
CEIVED DCM WILMINGTON, NC
NOV 24PIA NOV 072014
252-808.28082 :: 1-888-4RCOAST : www.nccoastalmon agvmcnv.ns rc:r .r:,: , " ..::.

4z'
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Municipal water system
o. When was the lot(s) platted and recorded?
deed is included in application
October 3, 2014
Date
Dockside Bulkhead and Improvements
Project Name
Gary K Greene
Applicant Name
Applicant Signatu
n. (i) Will water be impounded? []Yes ®No []NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
RECENED VRQtD
DCM WILMINGTON, NC
NOV 24 1014 NOV 0 7 2014
252-8082808 :: 1-9U-4RCOtA'ST:. www, _ rc!vt s. 2 „a, uu

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 ❑Public/Government ❑Private/Community
❑This section not applicable
b. (i) Will the facility be open to the general public?
®Yes ❑No
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ®Yes ❑No
(ii) Number 6 sections of landing / main walkway
If yes:
(iii) Length varies 9 to 178 feet (see plan)
(ii) Number 7
(iv) Width varies 6 to 12 feet (see plan)
(iii) Length varies 25 to 45 feet (see plan)
(v) Floating ®Yes ❑No
(iv) Width varies 4 to 8 feet (see plan)
(v) Floating ®Yes ❑No
e. (i) Are Platforms included? ®Yes []No
f. (i) Are Boatlifts included? ❑Yes ENo
If yes:
If yes:
(ii) Number 1 for ADA gangway w/ no roof
(ii) Number
(iii) Length 11 ft
(iii) Length
(iv) Width 9 ft
IN) Width
(v) Floating []Yes ENo
Note: Roofed areas are calculated from ddpline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
22 transient use only
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
22 transient use only
E Dockage, fuel, and marine supplies
❑ Dockage ('Wet slips') only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
i. Check the proposed type of siting: j. Describe the typical boats to be served (e.g., open runabout,
❑ Land cut and access channel charter boats, sail boats, mixed types).
❑Open water; dredging for basin and/or channel mixed type - transient dockage
EOpen water; no dredging required
❑Other; please describe:
k. Typical boat length: 20 to 40 feet 1. (i) Will the facility be open to the geneVico i
EYes ❑No
m. (i) Will the facility have tie pilings?
EYes ❑No
(ii) If yes number of tie pilings? RECEIVED
RECEIVED 12 DCM WILMINGTON, NC
NnV 24 2014 NOV 0 7 2014
262.808.2808 :: 1-888-4RCOAST :: www.nccoastalmanaekvar: nt.net revised: 12:127iQ6

in
Form DCM MP-4 (structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ❑This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
M Toilets for patrons; Number: 2 ; location: located in restaurant
❑ Showers
® Boatholding tank pumpout; Give type and location: approved existing equipment at fuel dock
b. Describe treatment type and disposal location for all sanitary wastewater.
municipal system
C. Describe the disposal of solid waste, fish offal and trash.
with restaurant operation
d. How will overboard discharge of sewage from boats be controlled?
through marina policy
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
1 at fueling / pumpout facility
(ii) Give the location and number of "Pumpout Available" signs proposed.
1 at fueling / pumpout facility
C Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
not applicable - no maintenance or boat repair operations at site
g. Where will residue from vessel maintenance be disposed of?
not applicable - no maintenance or boat repair operations at site
h. Give the number of channel markers and "No Wake" signs proposed. none beyond existing in area
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
fueling facilities will be on a designated floating dock with anti -siphon; leak detection; electric solenoid valve (leak or breakage);
secondary containment of lines and tank; and sumps at dispensers
j. What will be the marina policy on overnight and live -aboard dockage?
transient dockage only
k. Describe design measures that promote boat basin flushing?
open water
I. If this project is an expansion of an existing marina, what types of services are currently provided?
OID
No expansion of slips. Transient docking, fueling and pumpout services
RECEIVED
RECEIVED
DCM WILMINGTON, NC
NOV 2 4 1014
N 0 V 0 7 2014
252-808-2808 :: 1.888-4RCOAST :: www.nccoastalmaii;igement.ne: -MHD Em
.... ,, ... -:.

Form QCM NIP-4 (Structures, Page 3 of 4)
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB _
OWL ®None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑PubliGGovernment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number _
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑PubliGGovernment ❑Private/Community
c. 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.)
RECENED RECEIVED
Nnv 24 2014 DCM WILMINGTON, NC
oenn:"De" N 0 V 0 7 2014
252-808.2808 :: 1.888-4RCOAST :: www.nccoastalmanagement.not. ,r .

Form DCM MP-4 (structures, Page 4 of 4)
r
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
4.5 feet south side, 3 feet north side for docks 20.5 feet south side, 1.5 feet north side for docks
Note: For buoy or mooring piling, use arc of swing including length
ofvessel.
c. Width of water body
453 to 457 feet
e. (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.
d. Water depth at waterward end of structure at NLW or NWL
-6 feet NLW
8. OTHER El This section not applicable
a. Give complete description:
The docking structures will replace existing with modification of layout resulting from bulkhead placment and relocation of
fueling and pumpout facilities to a location closer to shore
October 3, 2014
Date
Dockside Bulkhead and Improvements
Project Name
Gary K Greene
Applicant Name
Applicant Signatu
RECEIVED RECEIVED
DCM WILMINGTON, NC
NOV E4 2014 NOV 0 7 2014
memwmm m
252-808-2808 :: 1-A884RCOAST :: www.ncceastatmanagement.net, revised: 1=7106

PROPERTY OWNER A'3 PROPERTY OWNER r:1
GRAY GABLES YACHT CLUB HOA
SEAGATE OFFICE PARK UOA INC
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SCALE: NO SCALE
PURPOSE: BULKHEAD&MISC IMPROVEMENT MAP AND GENERAL PLAN
WORK: MAINTENANCE AND ORIGINAL DOCKSIDE BULKHEAD & IMPROVEMENTS
DATUM: NAVD 88 WATER
APPLICANT: DOCKSIDE RESTRURANT & BAR Wb, INC
ADJACENT PROPERTY OWNERS: S�'
1. SEAGATE OFFICE PARK UOA, INC 1308 AIRLIE ROAD CITY
2. TERRY t MARGARET TURNER WILMINGTON NC
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TOP OF SHEET +5. TOP OF SHEET +5.
TOP nFr.K S PUS TO 5 AS
TOP OF CAP +5.0 -
MHW 1.7
MHW +1.7
2ex24"I ONCRETE
ANCHOR ANCHOR
nATUM Q
CAP
m
WIN -72
MI I W -2-2
MHW +1.7
m
ANCHOR
ANCHOR
n To
FILL TO
SHEETPILE
FILL TO +5 MAX SHEETPILE
EAST SLOPE PROTECTION
DATUM 0
5' MAXD
5 MAX_
v
52
FILL TO +5 MAX
QC S
MU-W -2.2
P
0
SECTION C
SECTION D
O
CONCRETE SHEETPILE
C)
PLENGTHRESTRES- SED, 8- WDTH
18'
BULKHEAD SEC -DONS
1�
1*= 15'
<
m
IN
8
z jRaLOCATTON
CONCRETE SHEETING
A.
OF SECTIONS, SEE SHEET 4
TYPICAL SECTIONS
SR
Z SECTIONS ILLUSTRATE STEEL SHEETING, CONCRETE ALTERNATE MAY BE USED
1'= 5'
C)
0 DUSTING DECKING STRUCTURE TO REMAIN OR BE RE -BUILT (AS PER
DUSTING) FOR
A
t!
AREAS OF FI LL
HM. SEEM L04M AND SIZE BASED ON PRELMNARY
-.. � —. -.- ---' I.- -.-

FINGER PIER 30'z5' r �+
SLIP 12. 26
FINGER PIER i 25 z4 T I I I Z
z � CD
11, 26LLJ
w
U
1 a L9
SLIP 10, 26 1—
• o p
FINGER PIER 250 I c
SUP 9, 25' w S R
8' ACCESS MAIN DOCK ■ S I
r g
_ SUP 8, 26 =
w < a • •��NI I � � �� r
SUP 7. 25 H Ei w
FINGER PIER 25 z4
ty� SLIP 6. 25EE ' •m$Ta �o
S Q • • N N S � I
m
SUP 5. 25'
FINGER PIER 30'6' m
SUP 4, 30' ii I3
SUP 3, W. H is
G N � d
FINGER PIER 30'z5' 6IE
T� SUP 2, 30'tz
I ,n w zd F w mg e
n �� i_ns s wz �� c•
SUP 1, 45' z % 25, a
iR
8 z
ECEIVED�
.. GANGWAY DCM WILMINGTON, NC
SCALE:1•= 30' I NbV 0 6 2014
PURPOSE: BULKHEAD&MISC IMPROVEMENT NEW DOCK PLAN 9,rY WEENE
WORK: MAINTENANCE AND ORIGINAL DOCKSIDE BULKHEAD & IMPROVEMENTS &m, G t N w
DATUM: NAVD 88
ADJACENT PROPERTY OV
1. SEAGATE OFFICE PAM( UOA, INC
2. TERRY & MARGARET TURNER
APPLICANT: DOCKSIDE RESTRURANT & BAR Wb, INC I SQL
1308 AIRUE ROAD —
WILMINGTON NC
AIRLIE ROAD
WILMINGTON /NEW HANOVER
6 OF 8
NnV 2 4 20H
DEM-MMB PITY

UA
FINGER PIER 30'x ' y2 f
ZS
_SIJP 13,a
• • � N
SLIP 12, zs'
11
yU U
� a �
OU T I N I Z O
a SLIP 11, 25' I �• a
• • N O - F LLJ
N
� SLIP 10, 25'
V U R <,
SLIP 9 25
7-31 ACCESS MAIN DOCK DOS M DOCK TO RBWI
�V. ■ 8
J 3 SLIP 8, 25'
F Z
41 < � • ~�N I � � y2 O
SUP 7, 25'
FINGER PIER 250i
SUP 6, 25 z a o
O� Q • • N N
m
a SLIP 5, 25'
S FINGER PIER 30'x5 • IF
U ti
SUP 4, 30'
SUP 3,30' I I
3 azz n�
yF aN
N d
SUP 2, 30'
m�
SUP 1, 45' -
Hilo3X# [ Zi OVr:'1
GANGWAY
�4 Ili
REVISED 1/12/2015
PURPOSE: BULKHEAD&MISC IMPROVEMENT NEW DOCK PLAN
GARY'~ EENE
WORK: MAINTENANCE AND ORIGINAL DOCKSIDE BULKHEAD & IMPROVEMENTS E N G I N E E R S
PO BOX 99213 RALOGH. NC Z92§Z
DATUM: NAVD 88 APPLICANT.DOCKSIDE RESTRURANT & 8AR Nb, INC WATER BODY: AIWW zm
ADJACENT PROPERTY OWNERS: STREET: AIRLIE ROAD
1. T"7E OFFICE PAW UOA, INC 1308 AIRLIE ROAD CITY COUNTY: WILMINGTON NEW HANG
2. TEARY ! ■ARGAREI TURNER WILMINGTON NC
3. GRAY GABLES YACHT CIA HOA DATE: 10/3/2014 SHEET 6 OF 9n

NEW SECOND FLOOR BUILDING
EXISTING BUILDING PROR
NEW SUPPORT COLUMNS
TYP
EXISTING OR RE -BUILT
TIMBER DECK
NEW BULKHEAD
75 FT AEC
REMOVE BRICK PAVERS
CONVERT TO PERVIOUS
LANDSCAPE (117SF &
3B5 SF = 502 SF)
REMOVE CRETE PAVING
& CONVERT TO PERVIOUS
LANDSCAPE (85 SF
30 FT BUFFER UNI
EXISTING BUILDING
E
F;IR
EXISTING PLANTER
6
NORTH SECOND FLOOR ADDITION PROFILE
PUNTER
°
°
NEW PERVIOUS LANDSCAPE
SECOND FLOOR PLAN
UNIT OF NEW BU1 NG�
STAIRWELL 1 ---
OUTUNE OF PERVIOUS
AREAS COVERED
321 SF
30 FT BUFFER
SUPPORT STRUCTURE
OR FIRST FLOOR
TYP
RECEIVED
DOM WILMING7 -
FIRST FLOOR PLAN OV 0 6 2014 SEQQND LI OQLPI
SCALE:1"= 20'
PURPOSE: BULKHEAD&MISC IMPROVEMENT NORTH BUILDING PLAN /-+
GARY ISREENE
WORK: MAINTENANCE AND ORIGINAL DOCKSIDE BULKHEAD & IMPROVEMENTS E ING I INE E R S
PO BOX 99213 RAI RM. NC 27624
DATUM: NAVD 88 WATER BODY: AIWW
APPLICANT, DOCKSIDE RESTRURANT &BAR Wb, INC
ADJACENT PROPERTY OWNERS: STREET: AIRLIE ROAD
1308 AIRLIE ROAD
1. SEAGATE OFFICE PARK UOA, INC UTY CWNTY: WILMINGTON NEW HANOVER
2. TERRY & MARGARET TURNER WILMINGTON NC
3. AY GABIES YACHT CLUB HOA DATE: 10/3/2014 SHEET 7 OF 8

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE '
WILMINGTON, NORTH CAROLINA 28403-1343
REPLY TO
ATTEM ONOF:
January 26, 2016
Regulatory Division .
Action ID No. SAW-2014-02306
Mr. Doug Huggett
Division of Coastal Management'
North Carolina Department of
Environmental Quality
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Dear Mr. Huggett:
Reference the application of Mr. Doug Leech to construct a new bulkhead waterward of the
existing bulkhead, construct additional upland buildings at an existing commercial waterfront
restaurant. This project is located at 1368 Airlie Road, adjacent to the AIWW, in Wilmington,
New Hanover County, North Carolina. Coordinates in Decimal Degrees are: 34.215577 N,
-77.815787 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. In order to further protect the endangered West hidian Manatee, Trichechus manatus,
the applicant must implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and
strictly adhere to all requirements therein. The guidelines can be found at
http://www.Avs.gov/nc-es/mammal/manatee guidelines.pdf.
2. Dredging is not authorized.
3. 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].
4. All work authorized by this peanut must be performed in strict compliance with the
submitted plans received on 19 January, 2016, which are a part of.this permit. Any modification
RECEIVED
DCM WILMINGTON, NO
JAN 2 9 2016

ra
-2-
to these plans must be approved by the US Army Corps of Engineers (USACE) prior to
implementation.
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. 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.
7. 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.
8. 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.
9. 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.
10. 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.
11. The permittee shall require its contractors and/or agents to comply with the td>MIN� ON NO
conditions of this permit in the construction and maintenance of this project, and shall provide
JAN$92016

-3-
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.
12. 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).
13. 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.
14. 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.
15. 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,
Tyler Crumbley, Project Manager
Wilmington Regulatory Field Office
DCM WILMINiGTON, NC
JAN 2 9 2016.

C
-4-
Copies Furnished:
Ms. Karen Higgins
Division of Water Quality
North Carolina Department of
Environmental Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environmental Quality
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
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
Mr. Todd Allen Bowers
US EPA Region 4 Life Scientist
Water Protection Division
61 Forsyth Street, SW
Atlanta, Georgia 30303-8960
®CM WILMINGTON, NC
JAN 2 9 2016

52
Mr. Chad Coburn
Division of Water Resources
North Carolina Department of
Environmental Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Ms. Debbie Wilson
Division of Coastal Management
North Carolina Department of
Environmental Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Ms. Heather Coats
Division of Coastal Management
North Carolina Division of
Environmental Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RECEIVED
DCM WILMINGTON, NO
JAN 2 9 2016

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE '
WILMINGTON, NORTH CAROLINA 28403-1343
REPLY TO
ATTENTION OF:
January 26, 2016
Regulatory Division
Action ID No. SAW-2014-02306
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environmental Quality
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Dear Mr. Huggett:
Reference the application of Mr. Doug Leech to construct a new bulkhead waterward of the
existing bulkhead, construct additional upland buildings at an existing commercial waterfront
restaurant. This project is located at 1308 Airlie Road, adjacent to the AIW W, in Wilmington,
New Hanover County, North Carolina. Coordinates in Decimal Degrees are: 34.215577 N,
-77.815787 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. In order to further protect the endangered West Indian Manatee, Trichechus manatus,
the applicant must implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and
strictly adhere to all requirements therein. The guidelines Can be found at
httP://www.fws.gov/nc-es/mammal/manatee guidelines.pdf.
2. Dredging is not authorized.
3. 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].
4. All work authorized by this permit must be performed in strict compliiilEGBVED
submitted plans received on 19 January, 2016, which are a part of this permit. Any modification
JAN 2 9 2016
DCM- MHD CITY

RECEIVED
JAN 2 9 2016
-2- DCM- MHD CITY
to these plans must be approved by the US Army Corps of Engineers (USACE) prior to
implementation.
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. 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.
7. 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.
8. 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.
9. 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.
10. 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.
11. 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

-3-
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.
12. 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).
13. 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.
14. 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.
15. 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 pernrittee's discovery of the violation.
Questions or comments may be addressed to Mr. Tyler Crumbley, Wilmington Field
Office, Regulatory Division, telephone [phone].
Sincerely,
Tyler Cnunbley, Project Manager
Wilmington Regulatory Field Office
RECEIVED
JAN 2 9 2016
DCM- MHD G1Tv

me
Copies Fumished:
Ms. Karen Higgins
Division of Water Quality
North Carolina Department of
Environmental Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environmental Quality
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
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
Mr. Todd Allen Bowers
US EPA Region 4 Life Scientist
Water Protection Division
61 Forsyth Street, SW
Atlanta, Georgia 30303-8960
RECEIV
JAN 2 9 201�:

-5-
Mr. Chad Coburn
Division of Water Resources
North Carolina Department of
Environmental Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Ms. Debbie Wilson
Division of Coastal Management
North Carolina Department of
Environmental Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Ms. Heather Coats
Division of Coastal Management
North Carolina Division of
Environmental Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RECEIVED
JAN 2 9 2016
DCM- MHD CITY

:L
GARY GREENE
E N G I N E E R S
PosT OFFICE BOX 9941 s
RALEIGH, NORTH CAROLINA 87624-92IS USA
919-866-8488 FAX[phone]
EMAIL: GKGREENEQGARYGREENE-ENGINEERS.COM
January 13, 2016
Robb L. Maus
Division of Coastal Management, NC DENR
127 Cardinal Drive Ext
Wilmington, North Carolina 28405
Subject: Submitted Application - Dockside Bulkhead and Improvements
Dockside Restaurant & Bar Wb LLC
I . ' 1 'slid
On behalf of my client, Dockside Restaurant & Bar Wb LLC, I am requesting that our application
be taken of "on hold" and requesting that the review process be resumed. Based on the date of
accepted application and date of request to be on hold, approximately 106 days have been utilized
for the review process.
On behalf of my client, I am requesting substitution of the attached modified permit application
drawings and narrative to replace the existing documents. The modifications to the drawings and
narrative reflect changes whereby all proposed improvements for new buildings and new floating
docks will no longer be included. The existing docks will remain "as is" with no work proposed in
this permit other temporary removal as required for installation of the bulkhead and to re -install the
docks to the existing location except at one of the gangway locations. The installation of the
bulkhead requires re -orienting a gangway which also requires modifying some of the floating dock
area and provision of a small timber platform for gangway attachment.
I trust that this correspondence is sufficient for both resuming the permit review process and for
denoting the required modifications to the permit application. However, if you have any questions
or need additional information, please do not hesitate to contact me.
Sincerely,
Gary K Greene PE D.PE
Gary Greene Engineers
Attachments - 8 pages
cc: Heather Coats, NCDCM w/ attachments
Doug Huggett, NCDCM w/ attachments
JAN 1 3 2016

JAN 13 2016

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PURPOSE: BULKHEAD&MISC IMPROVEMENT,' EXISTING & DEMOLITION PLAN /.
QPr `iARY GREENE
WORK: MAINTENANCE AND ORIGINAL DOCKSIDE BULKHEAD & IMPROVEMENTS E N G I N E E R S
PO. .. RALEIGH. NC 27824
DATUM: NAVD 88 APPLICANT: DOCKSIDE RESTRURANT & BAR Nb, INC WATER BODY: AIWW
ADJACENT PROPERTY OWNERS: STREET: AIRLIE ROAD
IRLIE ROAD
1. SEAGATE GFTRE PARK UOA, INC - OUNTY: WILMINGTON NEW HANOVER
2. TEARY & MARGARET TURNERVol t 1
3. GRAY GABLES YACHT CLUB HOA TON N -VVII 3/2014 SHEET 2 OF 5
JAN 1 3 2016

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WORK: MAINTENANCE AND ORIGINAL
DATUM: NAVD 88
1. SEAGATE OFFICE PARK UOA, INC
2. TERRY ! MARGARET TURNER
o x
DOSING DOCK IQ REMAIN
NEW BULKHEAD & IMPROVEMENTS
DOCKSIDE BULKHEAD & IMPROVEMENTS
APPUCANT: DOCKSIDE RESTRURANT & BAR Wb, INC STREET.
1308 AIRLIE ROAD CITY
WLMINGTON NG;ECE! /E' n r.
N
AIRLIE ROAD
SHEET 3 OF 5
JAN 1 3 2016

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PURPOSE:
BULKHEAD&MISC IMPROVEMENT!
NEW BULKHEAD PLAN
GARY GE:
WORK:
MAINTENANCE AND ORIGINAL
DOCKSIDE BULKHEAD
& IMPROVEMENTS
ENGINEERS
Po M NV3 RALOGH, NC
2M4
DATUM:
NAVD 88
WATER BODY: AIWW
APPLICANT:
DOCKSIDE
RESTRURANT
&BAR Wb,
INC
STREET: AIRLIE ROAD
ADJACENT
PROPERTY OWNERS:
1308 AIRLIE ROAD
1. SEAGATE OMCE PART( UOA, INC
CITY COUNTY: WILMINGTON NEW HANOVER
2. TERRY i MARGARET TURNER
3. GRAY GABLES
YACHT CLUB HOA
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10/3/2014 SHEET 4
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CM WILMINGTON, NC
JAN 1
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PURPOSE: BULKHEAD&MISC IMPROVEMENT,'BULKHEAD
SECTIONS
G,LR.Y GREENE
WORK: MAINTENANCE AND ORIGINAL
DOCKSIDE BULKHEAD & IMPROVEMENTS
ENGINEERS
eox wzt3 Runs, Nc nszs
DATUM: NAVD 88
WATER BODY: AIWW
APPLICANT:
DOCKSIDE RESTRURANT &BAR
Wb, INC
ADJACENT PROPERTY OWNERS:
STREET:
AIRLIE ROAD
1308 AIRLIE ROAD
1. SEAGATE OFFlCE PARK UOA, INC
ELT
CWNTY: WILMINGTON NEW HANOVER
2. TERRY t MARGARET TURNER
WILMINGTON
3. GRAY GABLES YACHT CLUB HOA
/3/2014 SHEET 5
OF 5
JAN 1 S 2016

Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead Dockside Restaurant & Bar Wb, LLC
and Improvements on the Intracoastal Waterway in New Hanover County Wilmington, NC
Page 1 of 3
Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead and
Improvements on the Intracoastal Waterway in New Hanover County
This project consists of various tasks and the construction of the tasks will be phased in order to
complete the tasks while minimizing impact to operations at the facility. The following items are
proposed in this permit
INSTALLATION OF BULKHEAD AROUND EXISTING WATERSIDE DECK
The deterioration of existing bulkheads underneath the decks has resulted in loss of foundation
support for the existing buildings. In addition, piling supporting the deck are experiencing
deterioration and the slope protection materials (concrete, rubble and miscellaneous materials) under
the deck under the deck on the south side of the site is not stable resulting in loss of soil material
along the slope. The substrate underneath the decks has some areas with significant concrete and
miscellaneous rubble debris deposits along with deteriorated foundation remains.
In orderto protect the existing building and deck foundations, a new bulkhead will be required along
the entire waterfront of the prevent further loss of soil materials. The new bulkhead is proposed to
be placed along the edge of existing deck perimeter installing the landside face of the sheeting as
close as possible to the existing deck (removing any handrail and using a piece of timber as guide
between existing deck edge and new sheeting). Exceptions would be at - 1) a segment where a two
story building labeled "Section C" in the permit drawings and 2) at the north end where a return wall
tie into existing sheeting (partial length of "Segment B" and "Segment A"). The reason for
additional offset at Segment "C" is to allow room for pile driving hammer, located directly above
the sheet piles, for installation of the sheeting. While the proposed installation is offset from
existing bulkheads or mean high water beyond distance typically allowed, the following is noted for
justification:
At the south end noted as "Segment D", the mean high water is approximately 7 to less
than 8 feet from the offshore edge of existing deck. If required to relocate the
proposed bulkhead alignment under the existing deck in lieu of the proposed
alignment, complete removal and re -installation of all the patio decking, stringers and
pile caps would be required due to details of existing construction. This additional
work would have 1) an impact on the owner due to additional construction costs and
2) a significant economic loss on both employer and employees due to an estimated
tripling the construction time (based on discussion with contractors) which requires
closure of the entity.
In addition, relocating the sheeting to an alignment under the existing deck will require
removal of existing debris which has been piled on the slope. The extent and size of
y hidden debris is unknown. Removal will require disturbance of existing substrate for
distances up to several feet on both sides of the proposed alignment up to offshore edge
of the deck where deposition of debris ends. Another impact of this debris removal
would be instability er the deck.
DUA WILMINGTON, NC
JAN 13 2016 Revised 1/12/2016

Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead Dockside Restaurant & Bar Wb, LLC
and Improvements on the Intracoastal Waterway in New Hanover County Wilmington, NC
Page 2 of 3
In the middle portion of the facility noted as "Segment C", the existing bulkhead (also
mean high water) is approximately 7 feet from the offshore edge of existing deck and
a two story building. If required to relocate the proposed bulkhead alignment under
the existing deck in lieu of the proposed alignment, complete removal and re-
installation of the two story building would be required. This additional work would
have 1) an impact on the owner due to additional construction costs and 2) a significant
economic loss on both employer and employees due to increasing the construction time
more than 4 times of proposed construction (based on discussion with contractors)
which requires closure of the entity.
At the north end noted as "Segment B", the existing bulkhead is approximately 15 feet
from the offshore edge of existing deck. If required to relocate the proposed bulkhead
alignment under the existing deck in lieu of the proposed alignment, partial removal
and re -installation of the patio decking, stringers and pile caps would be required. This
additional work would have an economic loss on both employer and employees due
to additional construction time (based on discussion with contractors) which requires
partial closure of the entity.
On the north side for the return wall, minimal demolition of the deck is required to keep the new
construction from being located on adjacent property owners riparian line. Note that construction
of docks by adjacent property owner on the north side of the property were based on an extended
property line which results of these same structures being located with Dockside's riparian rights;
however, no actions are proposed by Dockside that would modify the adjacent property owner's
infrastructure.
Construction of the bulkhead will consist of installing steel sheeting. A limited amount of sand fill
will be placed behind the sheeting prior to installation of anchors and wale (or anchor and concrete
cap for concrete sheeting). Upon completion of the anchors and wale (or anchor and concrete cap
for concrete sheeting), fill will be placed to an elevation that is lower than the top of new bulkhead
wall and also below the existing timber decking and stringer. The majority of fill will be covering
miscellaneous rubble deposits along with deterioration foundation remains in the intertidal zone and
above mean high water. The substrate area below mean high water to be cover by fill placement will
be approximately 2360 square feet.
All bulkhead work can be accomplished with the construction equipment located within the riparian
rights of the owner. On the north end return wall, a portion of the segment is installed as a
cantilever wall (no anchors) with the remaining segment of the east/west return wall anchored via
tie rods to the adjacent north/south main bulkhead wall (illustrated in permit drawings). Considering
the weight of the sheeting, the contractor will be able to reach the required offset from the crane with
the barge located offshore of existing deck.
The project will result in storm water from the timber decking penetrating into the sand fill below
the deck in lieu of being deposited directly into the water below the deck.
;IEGEWEr 01D
DCM WILMINGTON, NC
JAN 1 3 2916 Revised 1/12/2016

Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead Dockside Restaurant & Bar Wb, LLC
and Improvements on the Intracoastal Waterway in New Hanover County Wilmington, NC
Page 3 of 3
TEMPORARY REMOVAL. RE -INSTALLATION & MODIFICATION OF EXISTING DOCKING STRUCTURES
During construction of the bulkhead, some of the existing docks will be removed temporarily. After
installation of the bulkhead, the docks will be re -installed to existing location with existing or new
guide piles (depending on condition of guide pile) with exception of the area in the vicinity of the
gangway located in the middle of the project. At some locations, guide piles may be re -positioned.
For re -installing the gangway located in the middle of the project, the gangway will be oriented 90
degrees from the existing installation due to bulkhead installation. This will require a modification
to the dock layout; however, the square footage of the modified area will be less than the existing
square footage removed to accommodate the modification. Construction of the floating dock for
the modified area will be similar to existing floating dock construction.
REMOVAL OF EXISTING UNDERGROUND TANKS AND INSTALLATION ABOVEGROUND TANK
Replacement of fuel storage is proposed with a reduction in fuel storage to a total of 3000 gallon
capacity. It is proposed to remove the existing underground tanks; however, if the removal will
result in potentially damaging existing building structure foundations, abandonment of the tanks
with approval of permitting agencies may be pursued.
In lieu of installing the new fuel tank underground, a single above ground tank is proposed. The
tank will conform to UL 2085 listed "protected tank" with respect to fire and impact protection. The
tank will be provided with two compartments to provide two different fueling products. The
anticipated tank size is 73 inches outside diameter with a length of 227 inches. The tank will be
provided with a saddle to allow anchorage to a concrete slab foundation that will be design to
prevent uplift of the tank during flooding. The tank is double walled to provide secondary
containment and the pumps are located on top of the tank resulting in the total height of the tank
components at less than 10 feet above grade.
Two new fuel lines from the tank to dock will be provided with secondary containment and anti -
siphoning of the tank fuel.
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DGM WILMINGTON, NC
JAN 1 3 2016
Revised 1/12/2016

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N.C. DIVISION OF COASTAL MANAGEMENT
AGENT AUTHORIZATION FORM
Date
Name of Property Owner Applying for Permit:
Mailing Address:
1308 Airlie Road
Wilmington, NC 28403
1 certify that I have authorized (agent) Gary Greene Engineers to act on my
behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to
install or construct (activity) Waterfront Modifications and Building Additions
at (my property located at) 1308 Airlie Road, Wilmington NC 28403
This certification is valid thru (date) April 30, 2015
h '' a
Property Owner Signature
VP
Z- 7 4-cr C.
Date
RECEIVED
RECEIVED
Nnv 24 1014 DCM WILMINGTON, NC
DCM-MHDCIN NOV 0 7 2014

GARY GREENE
E N G I N E E R S
POST OFFICE Box 9941s
RALEIGH, NORTH CAROLINA 57624-921S USA
919-855-8488 FAx [phone]
E-MAIL: GKGREENEQA GARYGREENE-ENGINEERS.COM
November 7, 2014
Gray Gables Yacht Club HOA
P.O Box 1101
Wrightsville Beach, NC 28480
Subject: Permit Application for Dockside Bulkhead and Improvements
For Dockside Restaurant and Bar Wb, LLC
Dear Sirs:
Dockside Restaurant and Bar Wb, LLC is applying for a CAMA Major permit to install a bulkhead
and perform other improvements at 1308 Airlie Road, Wilmington NC in New Hanover County.
The specifics of the proposed work are in the application forms and drawings previously forwarded
to you.
As the adjacent riparian property owner to the aforementioned project, I am required to notify you
of the development in order to give you the opportunity to comment on the project and request that
you complete the attached "Adjacent Riparian Property Owner Statement'. Please review the
attached permit application and drawings.
Should you have any objections to this proposal, please send your written comments to Debbie
Wilson, District Manager, Wilmington Regional Office, 127 N Cardinal Drive, Wilmington, NC
28405-3845. Such comments will be considered by the Department in reaching a final decision on
the application. While 75 days is allowed, we are asking that you return the "Adjacent
Riparian Property Owner Statement" to Ms Wilson at the same address within 30 days of your
receipt of this notice. If you have any questions on this project, please call me at 919-855-8488,
or e-mail me at [e-mail]
Sincerely,
Gary Greene

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to nOr.'KSInF RFSTAI IRANT R RAP Wh I I C: 'g
(Name of Property Owner)
property located at 130R AIRI IF ROAD
(Address, Lot, Block, Road, etc.)
on AIWW , In Wit MINATC)N NFW HANQVFR , N.C.
(Waterbody) (City/Town andlor County)
The applicant has described to me, as shown below, the development proposed at the above
location.
I have no objection to this proposal.
I have objections to this proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT
(Individual proposing development must rill in description below or attach a site drawing)
Dockside Restaurant & Bar Wb LLC proposes to install a bulkhead around the perimeter of its
waterside patio deck and place fill behind the bulkhead to a level just below the existing deck
stringers. To accommodate the work, the existing floating docks will be relocated and/or replaced
in a similar layout to the existing with some layout modifications. The fuel dispensers & sewage
pumpout equipment will be relocated to a dock on the south end of the property when a new above
ground tank is installed to replace the underground fuel tanks.
A second story addition is proposed on the north side of the property while an elevated addition
over the existing parking area is proposed on the south side of the property. The existing elevated
deck would be removed for the addition on the south side.
Permit drawings illustrating the above work are attached.
WAIVER SECTION
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (If you wish to waive the setback, you must initial the appropriate blank below.)
I do wish to waive the 15' setback requirement.
do not wish to waive the 15' setback requirement.
(Property Owner Information)
-
Signatu
Gary Greene Agent for Dockside
Print or Type Name
PO Box 99213
Mailing Address
Raleigh, NC 27624
City/State/Zip
919-855-8488
Telephone Number/email address
October 3, 2014
Date
"Valid for one calendar year after signature"
(Adjacent Property Owner Information)
Signature*
Gray Gables Yacht Club HOA
Print or Type Name
PO Box 1101
Mailing Address
Wrightsville Beach, NC 28480
City/State/Zip
Telephone Number/email address
Date'
(Revised Aug. 2014)

DCM MP-1
APPLICATION for
Major Development
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant(Landowner Information
Business Name
Dockside Restaurant & Bar Wb Llc
Project Name (if applicable)
Dockside Bulkhead and Improvements
Applicant 1: First Name
Doug
MI
Last Name
Leech
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1308 Airlie Road
PO Box
City
Wilmington
State
NC
ZIP
28403
Country
Phone No.
910 - 256 - 2752 ext.
FAX No.
- -
Street Address (if different from above)
City
State
ZIP '
Email
2. Agent/Contractor Information
Business Name
Gary Greene Engineers
Agent/ Contractor 1: First Name
MI
Last Name
Gary
K
Greene
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
PO Box 9921
Raleigh
NC
ZIP
Phone No. 1
Phone No. 2
27624 9213
919-855-8488
ext.
919-417-1698 ext.
FAX No.
Contractor #
919 882 9654
Street Address (if different from above)
City
State
ZIP
5832 Faringdon Place, Suite 2
Raleigh
NC
27609-
Email
[e-mail]
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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
1308 Airlie Road
Subdivision Name
City
State
Zip
Wilmington
NC
28403-
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Atlantic Intracoastal Waterway
Bradley Creek and Motts Channel
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
Atlantic Ocean
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 NC
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
227 ft
83,635.2
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)
4.8 ft NNHW or ❑NWL
e.
Vegetation on tract
Developed area landscaping
f.
Man-made features and uses now on tract
Commercial Restaurant, timber bulkhead, parking area, docking facility
g.
Identify and describe the existing land uses adjacent to the proposed project site.
Residential Condominium / Marina
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Community Business
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes NNo
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes NNo ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes NNo ❑NA
National Register listed or eligible property?
<Form continues on next page>
252-808-2808 :; 1-888-4RCOAST .c 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 Ili) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
into municipal sewer
o. Describe existing drinking water supply source.
municipal water system
p. Describe existing stone water management or treatment systems.
existing drainage into 6" drain socks
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑PublidGovernment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Commercial Restaurant with both vehicular and marine vessel temporary parking
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.
Construction will utilize cranes (floating and land based), equipment for backfilling, misc for building construction. Storage of
equipment will either be on site or approved staging area
d. List all development activities you propose.
Installation of a steel or concrete bulkhead to encompass and timber dock structure; relocation / realignment of existing
floating docks; relocation / upgrade of existing marine fueling; replacement of underground fuel tanks with above gound
tank(s); and construction of building additions over existing features resulting in no net increase in impervious surfaces
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? 2314 ®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.
existing storm water features exist and will not be modified
I. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes []No ❑NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
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252-808-2308 .. 1-a88-42COAST .. www.necoas#almanagement.net

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package lobe complete. Items (a) — (t) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed. .
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
I. 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 Seagate Office Park UOA Inc Phone No.
Address PO Box 3448, Wilmington NC 28406
Name Terry & Margaret Turner Phone No. 919-256-1045
Address 1904 Eastwood Road #212, Wilmington NC 24403
Name Gray Gables Yacht Club HOA Phone No.
Address 3901 Oleander Drive, Wilmington NC 28403
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
DCM 20-89 Wrightsville Terminal Inc- modify existing dock
DCM 77-85 JW Holman, Airlie Capital - waterfront construction
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
I understand that any permit issued in response to this application will allow only th
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 _October 3, 2014 Print Name _Gary K Greene
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
252-806.2208 .. 1-888-4`?COAST .. www.nccoastainanagement.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
Width
Avg. Existing
Depth
NA
NA
Final Project
-
NA
NA
Depth
11. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
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:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
C. (i) Do you claim title to disposal area?
[]Yes []No ❑NA
(ii) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SS
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
71
d. High -ground excavation in cubic yards.
0
area.
®This section not applicable
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(I) If yes, where?
f. (i) Does the disposal include any area in the water?
[]Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
252-SO8.2bRF3 :: 1-t388-4RCGAaT w+nrvr,rLccoastatm n c{emend.,mc# revised: 12126iG6

Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP4 — Structures)
a. Type of shoreline stabilization:
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: 8 to 17 ft with 12'
average
e. Type of stabilization material:
Steel or Concrete Sheet pile with anchors
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 2360 Riprap
Breakwater/Sill_ Other_
i. Source of fill material.
Approved borrow site
b. Length: 282
Width: 8 to 9 inches
d. Maximum distance waterward of NHW or NWL: 17
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.
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.
or
on
controlled?
All fill will be placed behind installed bulkhead
C. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(n) If yes, explain what type and how they will be implemented.
October3, 2014
Date
Dockside Bulkhead & Improvements
Project Name
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:
What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
crane with bucket and possibly conveyor to distribute
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Gary K Greene
Applicant Name
�//:✓�
Applicant Signature
252-808.2808 :: 9-888-41RCOASi :; vrttw_rpccpas.atnanagi:_ment.not
revised: 12i26106

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 1
Convert one story to two story & new 2nd story over existing
parking
c. Density (give the number of residential'units and the units per
acre).
n/a
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
() If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ❑No ®NA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
redevelopment of existing no net increase
Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
modification will result in no net increase
Describe proposed method of sewage disposal
existing municipal sewer connection
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effiuent,'wash down" and residential discharges).
no new discharges
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
0 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
existing is concrete and paver stone
h. Projects that require a CAMA Major Development Permit may also
require a Stonnwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes ❑No ®NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
[]Yes ®No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes []No ®NA
If yes, attach appropriate documentation.
252-806-28Q82 a 1-588-4RCOAST: wvrv,nc _aastaimanagementnet revised: 1Z.$2& 78

Form 0C P-3 (upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Municipal water system
o. When was the lot(s) platted and recorded?
deed is included in application
October 3, 2014
Date
Dockside Bulkhead and Improvements
Project Name
Gary K Greene
Applicant Name
Applicant Signatu
n. (i) Will water be impounded? ❑Yes NNo ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No NNA
252-306-2808 :: 1-9884 FCOAST :: Www ncceastafinanagement.net revised: t2i26106

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 ❑PubliclGovernment ❑Private/Community
❑This section not applicable
b. (!)Will the facility be open to the general public?
®Yes ❑No
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ®Yes ❑No
(ii) Number 6 sections of landing / main walkway
If yes:
(iii) Length varies 9 to 178 feet (see plan)
(ii) Number 7
(iv) Width varies 6 to 12 feet (see plan)
(iii) Length varies 25 to 45 feet (see plan)
(v) Floating ®Yes []No
(iv) Width varies 4 to 8 feet (see plan)
(v) Floating ®Yes []No
e. (i) Are Platforms included? ®Yes []No
f. () Are Boatlifts included? []Yes ®No
If yes:
If yes:
(ii) Number 1 for ADA gangway w/ no roof
III) Number
(iii) Length 11 ftf
(iii) Length
(iv) Width 9 ft
(iv) Width
(v) Floating ❑Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
22 transient use only
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
22 transient use only
® Dockage, fuel, and marine supplies
❑ Dockage ("wet slips") only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
®Open water; no dredging required
❑Other; please describe:
k. Typical boat length: 20 to 40 feet
m. (i) Will the facility have tie pilings?
®Yes ❑No
(ii) If yes number of tie pilings?
12
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
mixed type - transient dockage
I. (1) Will the facility be open to the general public?
®Yes []No
252-808-2808 :: 2-888-4RCGAST :: vvvvw.nccoastalmanagerment..aot revised: 121271D6

Form DCtdi MP-4 (Structures, Page 2 of A)
2. DOCKING FACILITY/MARINA OPERATIONS I--] 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: 2 ; Location: located in restaurant
❑ Showers
® Boatholding tank pumpout; Give type and location: approved existing equipment at fuel dock
b. Describe treatment type and disposal location for all sanitary wastewater,
municipal system
C. Describe the disposal of solid waste, fish offal and trash.
with restaurant operation
d. How will overboard discharge of sewage from boats be controlled?
through marina policy
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
1 at fueling / pumpout facility
(ii) Give the location and number of "Pumpout Available" signs proposed.
1 at fueling / pumpout facility
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
not applicable - no maintenance or boat repair operations at site
g. Where will residue from vessel maintenance be disposed of?
not applicable - no maintenance or boat repair operations at site
h. Give the number of channel markers and "No Wake" signs proposed. none beyond existing in area
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
fueling facilities will be on a designated floating dock with anti -siphon; leak detection; electric solenoid valve (leak or breakage);
secondary containment of lines and tank; and sumps at dispensers
j. What will be the marina policy on overnight and live -aboard dockage?
transient dockage only
k. Describe design measures that promote boat basin flushing?
open water -
I. If this project is an expansion of an existing marina, what types of services are currently provided?
No expansion of slips. Transient docking, fueling and pumpout services
252-808-2808 : 1.888-4RCOAST :: wurx.nccoastatmanagement.ne revised: 12127100

Form DCM MP-4 (structures, Page 3 of 4)
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
n. Is the marinaldocking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes ®No
o. Is the marinaldocking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None .
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(h) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from ddpline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length _
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑PubliGGovernment ❑Private/Community
c. 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.)
252-808-2808 :: 9-888-4AGOAST :: vvvvvv.nccoastalmanagernent.net reviser!: 32/27!06

Forit+i D+CM 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.
4.5 feet south side, 3 feet north side for docks 20.5 feet south side, 1.5 feet north side for docks
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
453 to 457 feet
e. (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.
d. Water depth at waterward end of structure at NLW or NWL
-6 feet NLW
8. OTHER El This section not applicable
a. Give complete description:
The docking structures will replace existing with modification of layout resulting from bulkhead placment and relocation of
fueling and pumpout facilities to a location closer to shore
October 3, 2014
Date
Dockside Bulkhead and Improvements
Project Name
Gary K Greene
Applicant Name
Applicant Signatu�
252-908-2908 :: 1-,388-41RCOAST revised: 92127?06

Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead Dockside Restaurant & Bar Wb, LLC
and Improvements on the Intracoastal Waterway in New Hanover County Wilmington, NC
Page 1 of 2
Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead and
Improvements on the Intracoastal Waterway in New Hanover County
This project consists of various tasks and the construction of the tasks will be phased in order to
complete the tasks while minimizing impact to operations at the facility. The following items are
proposed in this permit
INSTALLATION OF BULKHEAD AROUND EXISTING WATERSIDE DECK
The deterioration of existing bulkheads underneath the decks has resulted in loss of foundation
support for the existing buildings. In addition, piling supporting the deck are experiencing
deterioration and the slope protection materials (concrete, rubble and miscellaneous materials) under
the deck under the deck on the south side of the site is not stable resulting in loss of soil material
along the slope. The substrate underneath the decks has some areas with significant concrete and
miscellaneous rubble deposits along with deterioration foundation remains.
In order to protect the existing building and deck foundations, a new bulkhead will be required along
the entire waterfront of the prevent further loss of soil materials. Due to existing rubble and
deteriorated remains on substrate along with desire to minimize project impact on operations
(economical loss for employer and employees), the new bulkhead is proposed to be placed within
2 feet of the edge of existing deck perimeter.
On the north side, minimal demolition of the deck is required to keep the new construction from
being located on adjacent property owners riparian line. Note that construction of docks by adjacent
property owner on the north side of the property were based on an extended property line which
results of these same structures being located with Dockside's riparian rights; however, no actions
are proposed by Dockside that would modify the adjacent property owner's infrastructure.
Construction of the bulkhead will consist of installing either concrete or steel sheeting. A limited
amount of sand fill will be placed behind the sheeting prior to installation of anchors and wale (or
anchor and concrete cap for concrete sheeting). Upon completion of the anchors and wale (or
anchor and concrete cap for concrete sheeting), fill will be placed to an elevation that is lower than
the top of new bulkhead wall and also below the existing timber decking and stringer. The maj ority
of fill will be covering miscellaneous rubble deposits along with deterioration foundation remains
in the intertidal zone and above mean high water.
The project will result in storm water from the timber decking penetrating into the sand fill below
the deck in lieu of being deposited directly into the water below the deck.
RELOCATION AND /OR REPLACEMENT OF EXISTING DOCKING STRUCTURES
The relocation and/or replacement of existing docking structures is necessary due to the installation
of the bulkhead. The proposed docks will result in no increase in the number of slips available and
will also provide a similar distribution of slips for similar boat lengths as existing. In order to
accommodate NC building requirements, modification to the gangways are required with one
gangway being ADA accessible along with appropriate landing areas at top and bottom of gangway.

Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead Dockside Restaurant & Bar Wb, LLC
and Improvements on the Intracoastal Waterway in New Hanover County Wilmington, NC
Page 2 of 2
One additional task with the docking facilities to relocate the fueling and pumpout equipment to a
dock closer to shore. New fueling equipment on the dock and from landside to the dock will be
provided with sumps, secondary containment and leak detection. A sump will be provided on land
at transition to over water with a electric solenoid valve that will prevent loss of fuel in lines in the
event of breakage or separation of waterside lines.
The installation of new or relocated docks will result in a similar footprint as existing docks and
similar offsets from adjacent riparian lines and adjacent docking facilities. Also the docks will not
result in facilities being any closer to the federal channel.
REMOVAL OF EXISTING UNDERGROUND TANKS AND INSTALLATION ABOVEGROUND TANK
Replacement of fuel storage is proposed with a reduction in fuel storage to a total of 3000 gallon
capacity. It is proposed to remove the existing underground tanks; however, if the removal will
result in potentially damaging existing building structure foundations, abandonment of the tanks with
approval of permitting agencies may be pursued.
In lieu of installing the new fuel tank underground, a single above ground tank is proposed. The tank
will conform to UL 2085 listed "protected tank" with respect to fire and impact protection. The tank
will be provided with two compartments to provide two different fueling products. The anticipated
tank size is 73 inches outside diameter with a length of 227 inches. The tank will be provided with
a saddle to allow anchorage to a concrete slab foundation that will be design to prevent uplift of the
tank during flooding. The tank is double walled to provide secondary containment and the pumps
are located on top of the tank resulting in the total height of the tank components at less than 10 feet
above grade.
Two new fuel lines from the tank to fuel dock will be provided with secondary containment and anti -
siphoning of the tank fuel. Note additional items above related to fueling facilities.
CONSTRUCTION OF NEW SECOND STORY STRUCTURES AT NORTH AND SOUTH SIDES OF SITE
New building additions are proposed at both the north and south sides of the site with minimal
modifications at ground level other than access via elevator and stairwells which provide emergency
exits along with support columns. The amount of disturb surface is limited to installation of the new
structures at the ground surface and areas being converted to pervious landscaping. Columns for
the new structures will be placed on foundations within filled areas and are likely to consist of pile
foundations.
Via conversion of some existing impervious surfaces on the north side of the site, the construction
will result in no net increase (actually a decrease) in impervious surfaces at the site. Also the
improvements will not require any modifications to surface drainage nor storm water structures and
piping. The location of the improvements on the ground surface will not impeded storm water flow.
Proposed screen walls on the south side around parking areas will have a gap at the bottom of the
wall to provide flow under the screen wall.
As discussed in a scoping meeting for this project, parking modifications / expansion to satisfy
municipal requirements will be necessary prior to obtaining a building permit for improvements.

PROPERTY OWNER #3 PROPERTY OWNER �1
GRAY GABLES YACHT CLUB HOA
SEAGATE OFFICE PARK LOA INC s
PROPERTY OWNER #2
TERRY & MARGARET TURNER /III�''�II4.vM�IN r�
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PURPOSE: BULKHEAD&MISC IMPROVEMENT MAP AND GENERAL PLAN
GARYINE E R SE I IN WORK: MAINTENANCE AND ORIGINAL DOCKSIDE BULKHEAD &IMPROVEMENTS MEWENpG BC% V9Zl3 RALHUH, INC M24
DATUM: NAVD 88 APPLICANT: DOCKSIDE RESTRURANT & BAR Wb, INC WATER BODY: AIWW
ADJACENT PROPERTY OWNERS: STREET: AIRLIE ROAD
1. SERRATE OFFICE PARK TUOA,URNER
INC
1308 AIRLIE ROAD CITY COUNTY: WILMINGTON NEW HANOVER
2. TERRY A LES A CH TURNER WILMINGTON NC
3. GRAY GABLES YACHT CLUB HOA DATE: 10/2/2014 SHEET 1 OF 8

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DATUM: NAVD 88 APPUCANT: DOCKSIDE RESTRURANT & BAR Wb, INC WATER BODY: AIWW
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3. GRAY GABLES YACHT CLUB HOA
DATE:
10/3/2014 SHEET 3 OF
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DATUM: NAVD 88 APPLICANT: DOCKSIDE RESTRURANT & BAR Wb, INC WATER BODY: AIWW
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1. SEAGATE OFFICE PARK UOA, INC 1308 AIRLIE ROAD CITY / COUNTY: WILMINGTON /NEW HANOVER
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2. TERRY & MARGARET TURNER WILMINGTON NC
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Dem MP-9
APPLICATION for r ,
;1 r
Maj ®r ®evel® ment Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
9. Primary Applicant/ Landowner Information
Business Name
Dockside Restaurant & Bar Wb Llc
Project Name (if applicable)
Dockside Bulkhead and Improvements
Applicant 1: First Name
Doug
MI
Last Name
Leech
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1308 Airlie Road
PO Box
City -
Wilmington 71
State
NC
ZIP
28403
Country
Phone No.
910-256-2752 ext.
FAX No.
- -
Street Address (if different from above)
City
State
ZIP
Email
2. Agent/ContractorInformation
Business Name
Gary Greene Engineers
Agent/ Contractor 1: First Name
MI
Last Name
Gary
K
Greene
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
PO Box 9921
Raleigh
NC
ZIP
Phone No. 1
Phone No. 2
27624 9213
919 - 855 - 848B
ext.
919 - 417 -1698 ext.
FAX No.
Contractor #
919 882 9654
Street Address (if different from above)
City
State
ZIP
5832 Faringdon Place, Suite 2
Raleigh
NC
27609 -
Email
[e-mail]
RECEIVED
vvwi rv�Llvfllmu I Ulm, IVV
<Form continues on back> NOV 0 7 2014
252-808.2308 .. 1-888-4RCOAST :. www.nocoastaimanagement.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
1308 Airlie Road
Subdivision Name
city
State
Zip
Wilmington
NC
28403-
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Atlantic Intracoastal Waterway
Bradley Creek and Motts Channel
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
Atlantic Ocean
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 NC
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (scift) .
227 ft
83,635.2
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal waterlevel)
(If many lot sizes, please attach additional page with a list)
4.8 ft ®NHW or ❑NWL
e. Vegetation on tract
Developed area landscaping
f. Man-made features and uses now on tract
Commercial Restaurant, timber bulkhead, parking area, docking facility
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential Condominium /,Marina
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Community Business
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes NNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes NNo ❑NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes NNo ❑NA
National Register listed or eligible property?
RECEIVI=v
<Form continues on next page> OCM MMINGTON, NC
NOV 072014
%-4-
252-808-2808 .. 1-888-4RCOAST .. wwwr.ncconstaimanagament.net

'Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
in
m. (i) Are there wetlands on the site? - ❑Yes NNo
(it) Are there coastal wetlands on the site? ❑Yes NNo
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes NNo
(Attach documehtation, if available) _
n. Describe existing wastewater treatment facilities.
into municipal sewer
o. Describe existing drinking water supply source.
municipal water system
p. Describe existing storm water management or treatment systems.
existing drainage into 6" drain socks
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? NCommercial ❑Public/Government
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Commercial Restaurant with both vehicular and marine vessel temporary parking
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.
Construction will -utilize cranes (floating and land based), equipment for backfilling, mist for building construction. Storage of
equipment will either be on site or approved staging area
d. List all development activities you propose.
Installation of a steel or concrete bulkhead to encompass and timber dock structure; relocation / realignment of existing
floating docks; relocation / upgrade of existing marine fueling; replacement of underground fuel tanks with above gound
tank(s); and construction of building additions over existing features resulting in no net increase in impervious surfaces
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? 2314 NSq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes NNo ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
existing storm water features exist and will not be modified
i. Will wastewater or stormwater be discharged into a wetland? []Yes NNo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes ❑No DNA
j. Is there any mitigation proposed? ❑Yes NNo ❑NA
.If yes, attach a mitigation proposal.
Ht--Ur=Iv1=u
<Form continues on back> DCM WILMINGTON, NC
NOV 072014
252-808-.2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additionai Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified 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 Seagate Office Park UOA Inc Phone No.
Address PO Box 3448, Wilmington NC 28406
Name Terry & Margaret Turner Phone No. 919-256-1045
Address 1904 Eastwood Road #212, Wilmington NC 24403
Name Gray Gables Yacht Club HOA Phone No.
Address 3901 Oleander Drive, Wilmington NC 28403
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
DCM 20-89 Wrightsville Terminal Inc - modify existing dock
DCM 77-85 JW Holman, Airlie Capital - waterfront construction
In. Signed consultant or agent authorization forth, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or !of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land I
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 _October 3, 2014 Print Name _Gary K
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
RECEIVED
DCM WILMINGTON, NC
Nov o 7 2014
252-808-2808 -. 1-888-4RCOAST .. www.necoastalmanagement.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
Width
,Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubicyards.
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:
d. High -ground excavation In cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area.
c. (i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(n) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(OW), 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:
area.
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
[]Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
RECEIVED
DCM WILMINGTON, NC
NOV 0 7 2014
252-809.2806 :: 1.888-4RGOAST www.nccoastaimnnagemen.4.,.net revised: 12126106

For."E4` OC1111MP-2 (Excavation and Fill, Page 2 of 2) .
3. SHORELINE STABILIZATION ❑This section not applicable
(if development is a. wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length: 282
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: _ Width: 8 to 9 inches
c. Average distance waterward of NHW or NWL: 8 to 17 ft with 12' d. Maximum distance waterward of NHW or NWL: 17
average
e. Type of stabilization material:
Steel or Concrete Sheet pile with anchors
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 2360 Riprap
Breakwater/Sill Other
i. Source of fill material.
Approved borrow site
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes NNo ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
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,
(I) Amount of material to be placed in the water
(ii) Dimensions of fill area
(iy) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL _ ❑None
(ii) Describe the purpose of the fill in these areas:
15. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
All fill will be placed behind installed bulkhead crane with bucket and possibly conveyor to distribute
C. (i) Will navigational aids be required as a result of the project?
❑Yes NNo RNA
(ii) If yes, explain what type and how they will be implemented.
October 3, 2014
Date
Dockside Bulkhead & Improvements
Project Name
d. (1) Will wetlands be crossed in transporting equipment to project
site? ❑Yes NNo ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Gary K Greene
Applicant Name
Applicant Signature RECEIVED
DCM WILMINGTON, NC
NOV 0 7 2014
252-308.2808 1-888-4RCOAST :: www.nccoastaimanallement.net revisad: 12126A06

Form DCM MP-3
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
I GENERAL UPLAND DEVELOPMENT I
Type and number of buildings, facilities, units or structures
proposed.
Convert one story to two story & new 2ntl story over existing
parking
b. Number of lots or parcels.
c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads,
acre). ditches, etc.
n/a 0 acres
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ❑No NNA
(ii) If yes, list the date submitted:
g...Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
redevelopment of existing no net increase
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
modification will result in no net increase
j. Describe proposed method of sewage disposal.
existing municipal sewer connection
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industriall
commercial effluent, "wash down' and residential discharges).
no new discharges
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
existing is concrete and paver stone
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes []No NNA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes NNo ❑NA
If yes, attach appropriate documentation.'
m. Does the proposed project include an innovative stormwater
design?
❑Yes ❑No [DNA
If yes, attach appropriate documentation.
RECEIVED
DCM WILMINGTON, NC
Nov 0 7 2014
252-808-28082 :: 1-888-4RCOAST : vJww nccuascalesres nagemen8, net revised: 12/26106

m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Municipal water system
o. When was the lot(s) platted and recorded?
deed is included in application
October 3, 2014
Date
Dockside Bulkhead and Improvements
Project Name
Gary K Greene
Applicant Name
'/�✓J
Applicant Signatur4 �.
n. (1) Will water be impounded? []Yes NNo ❑NA
(if) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No NNA
RECEIVED'
DGM WILMINGTON, NO
NOV 0 9 2014
252.808.2808 :: 1.888.48COAST :: www, ncceastair anageenent.net revised: 12i28108

N
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 ❑Public/Government ❑Private/Community
El This section not applicable
b. (i) Will the facility be open to the general public?
®Yes ❑No
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? NYes ❑No
(ii) Number 6 sections of landing / main walkway
If yes:
(iii) Length varies 9 to 178 feet (see plan)
(ii) Number 7
(iv) Width varies 6 to 12 feet (see plan)
(iii) Length varies 25 to 45 feet (see plan)
(v) Floating NYes ❑No
(iv) Width varies 4 to 8 feet (see plan)
(v) Floating NYes []No
e. (i) Are Platforms included? NYes ❑No
f. (i) Are Boatlifts included? ❑Yes NNo
If yes:
If yes:
(ii) Number 1 for ADA gangway w/ no roof
(ii) Number
(iii) Length 11 ft
(iii) Length
(iv) Width 9 fit
(iv) Width
(v) Floating ❑Yes NNo
Note: Roofed areas are calculated from ddpline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to*be provided.
22 transient use only
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
22 transient use only
N Dockage, fuel, and marine supplies
_
❑ Dockage ( wet slips') only, number of slips:
❑ Dry storage; number of boats:
- ❑ Boat ramp(s); number of boat ramps: _
❑ Other, please describe:
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
®Open water; no dredging required
❑Other; please describe:
k. Typical boat length: 20 to 40 feet
m. (i) Will the facility have tie pilings?
NYes []No
(ii) If yes number of tie pilings?
12
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
mixed type - transient dockage
I. (i) Will the facility be open to the general public?
NYes ❑No
RECEIVED
DCM WILMINGTON, NC
NOV 0 7 2014
252-908-2308 :: 1.8e8-4RCOAST :: ww, w.nccoastalmanagernent.net revised: 12/27106

Faii; WM MP-4 (3tructure5, Page 2 of d)
2. DOCKING FACILITY/MARINA OPERATIONS El 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: 2 ; Location: located in restaurant
❑ Showers
® Boatholding tank pumpout; Give type and location: approved existing equipment at fuel dock
b. Describe treatment type and disposal location for all sanitary wastewater.
municipal system
C. Describe the disposal of solid waste, fish offal and trash.
with restaurant operation
d. How will overboard discharge of sewage from boats be controlled?
through marina policy
e. (1) Give the location and number of "No Sewage Discharge" signs proposed.
1 at fueling / pumpout facility
(ii) Give the location and number of "Pumpout Available" signs proposed.
1 at fueling / pumpout facility
f., Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
not applicable - no maintenance or boat repair operations at site
g. Where will residue from vessel maintenance be disposed of?
not applicable - no maintenance or boat repair operations at site
h. Give the number of channel markers and "No Wake" signs proposed. none beyond existing in area _
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
fueling facilities will be on a designated floating dock with anti -siphon; leak detection; electric solenoid valve (leak or breakage);
secondary containment of lines and tank; and sumps at dispensers
j. What will be the marina policy on overnight and live -aboard dockage?
transient dockage only
k. Describe design measures that promote boat basin flushing?
open water
I. If this project is an expansion of an existing marina, what types of services are currently provided?
No expansion of slips. Transient docking, fueling and pumpout services
RECEIVED
DCM WILMINGTON, NC
Nov 0 7 2014
252-608-2808 :: 1.888-4RCO ST :: www.nccoastalmanayement.net revised: 112i27!08

Form OCM MP-4 (structures, Page 3 of 4)
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes NNo _
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes NNo
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 NNone
p. Is the proposed marinaldocking facility located within or within close proximity to any shellfish leases? ❑Yes NNo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3- BOATHOUSE (including covered lifts) NThis section not applicable
a. (1) Is the boathouse structure(s):
❑Commercial ❑PubliGGovernment 1—]Private/Community
(ii) Number
(iii) Length _.
(iv) Width
Note: Roofed areas am calculated from dripline dimensions.
14. GROIN (e.g., wood, sheetptle, etc. If a rock groin, use MP-2, Excavation and Fill.) NThis section not applicable
a. (i) Number
(ii) Length _
(iii) Width
15. BREAKWATER (e.g, wood, sheetpile, etc.) NThis section not applicable
a. Length._
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS NThis section not applicable
a. Is the structure(s):
❑Commercial ❑PubliGGovernment ❑Private/Community
c. 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
DCM WILMINGTON, NC
N 0 V 0 7 2014
252-308-2808 :: 1-888.42COAST :: wwvf nccoastaimanageman _,net revlsed: 92i27106

I I Falls; 0CM MP-4 (Structures, Page 4 of 4)
%W
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
4.5 feel south side, 3 feet north side for docks
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
453 to 457 feet
e. (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.
b. Proximity of structure(s) to adjacent docking facilities.
20.5 feet south side, 1.5 feet north side for docks
d. Water depth at waterward end of structure at NLW or NWL
-6 feet NLW
18. OTHER El This section not applicable I
a. Give complete description:
The docking structures will replace existing with modification of layout resulting from bulkhead placment and relocation of
fueling and pumpout facilities to a location closer to shore
October 3, 2014
Date
Dockside Bulkhead and Improvements
Project Name
Gary K Greene
Applicant Name
Applicant Signatur
RECEIVED
DCM WILMINGTON, NC
NOV 0 7 2014
252-808-2808 :: 1-986-4RCOAST :: revised: 12/27106

Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead Dockside Restaurant & Bar Wb, LLC
and Improvements on the Intracoastal Waterway in New Hanover County Wilmington, NC
Pagel of 3
Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead and
Improvements on the Intracoastal Waterway in New Hanover County
This project consists of various tasks and the construction of the tasks will be phased in order to
complete the tasks while minimizing impact to operations at the facility. The following items are
proposed in this permit
INSTALLATION OF BULKHEAD AROUND EXISTING WATERSIDE DECK
The deterioration of existing bulkheads underneath the decks has resulted in loss of foundation
support for the existing buildings. In addition, piling supporting the deck are experiencing
deterioration andthe slope protection materials (concrete; rubble and miscellaneous materials) under
the deck under the deck on the south side of the site is not stable resulting in loss of soil material
along the slope. The substrate underneath the decks has some areas with significant concrete and
miscellaneous rubble deposits along with deterioration foundation remains.
In order to protect the existing building and deck foundations, a new bulkhead will be required along
the entire waterfront of the prevent further loss of soil materials. Due to existing rubble and
deteriorated remains on substrate along with desire to minimize project impact on operations
(economical loss for employer and employees), the new bulkhead is proposed to be placed within
2 feet of the edge of existing deck perimeter.
On the north side, minimal demolition of the deck is required to keep the new construction from
being located on adjacent property owners riparian line. Note that construction of docks by adjacent
property owner on the north side of the property were based on an extended property line which
results of these same structures being located with Dockside's riparian rights; however, no actions
are proposed by Dockside that would modify the adjacent property owner's infrastructure.
Construction of the bulkhead will consist of installing either concrete or steel sheeting. A limited
amount of sand fill will be placed behind the sheeting prior to installation of anchors and wale (or
anchor and concrete cap for concrete sheeting). Upon completion of the anchors and wale (or
anchor and concrete cap for concrete sheeting), fill will be placed to an elevation that is lower than
the top of new bulkhead wall and also below the existing timber decking and stringer. The majority
of fill will be covering miscellaneous rubble deposits along with deterioration foundation remains
in the intertidal zone and above mean high water. The substrate area below mean high water to be
cover by fill placement will be approximately 2360 square feet.
The project will result in storm water from the timber decking penetrating into the sand fill below
the deck in lieu of being deposited directly into the water below the deck. RECEIVED
DCM WILMINGTON, NC
RELOCATION AND /OR REPLACEMENT OF EXISTING DOCKING STRUCTURES N O V 0 & 2014
The relocation and/or replacement of existing docking structures is necessary due to the installation
of the bulkhead. The proposed docks will result in no increase in the number of slips available and
will also provide a similar distribution of slips for similar boat lengths as existing. In order to
accommodate NC building requirements, modification to the gangways are required with one
gangway being ADA accessible along with appropriate landing areas at top and bottom of gangway.
N101D

Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead Dockside Restaurant & Bar Wb, LLC
and Improvements on the Intracoastal Waterway in New Hanover County Wilmington, NC
Page 2 of 3
One additional task with the docking facilities to relocate the fueling and pumpout equipment to a
dock closer to shore. New fueling equipment on the dock and from landside to the dock will be
provided with sumps, secondary containment and leak detection. A sump'will be provided on land
at transition to over water with a electric solenoid valve that will prevent loss of fuel in lines in the
event of breakage or separation of waterside lines.
The installation of new or relocated docks will result in a similar footprint as existing docks and
similar offsets from adjacent riparian lines and adjacent docking facilities. However, the proposed
as well as the existing docks are within the required 15 feet offset from the riparian line; therefore,
approval for the docks within the 15 feet offset will be requested from adjacent riparian landowners.
Also the docks will not result in facilities being any closer to the federal channel.
REMOVAL OF EXISTING UNDERGROUND TANKS AND INSTALLATION ABOVEGROUND TANK
Replacement of fuel storage is proposed with a reduction in fuel storage to a total of 3000 gallon
capacity. It is proposed to remove the existing underground tanks; however, if the removal will
result in potentially damaging existing building structure foundations, abandonment of the tanks
with approval of permitting agencies.may be pursued.
In lieu of installing the new fuel tank underground, a single above ground tank is proposed. The
tank will conform to UL 2085 listed "protected tank" with respect to fire and impact protection. The
tank will be provided with two compartments to provide two different fueling products. The
anticipated tank size is 73 inches outside diameter with a length of 227 inches. The tank will be
provided with a saddle to allow anchorage to a concrete slab foundation that will be design to
prevent uplift of the tank during flooding. The tank is double walled to provide secondary
containment and the pumps are located on top of the tank resulting in the total height of the tank
components at less than 10 feet above grade.
Two new fuel lines from the tankto fuel dock will be provided with secondary containment and anti -
siphoning of the tank fuel. Note additional items above related to fueling facilities.
CONSTRUCTION OF NEW SECOND STORY STRUCTURES AT NORTH AND SOUTH SIDES OF SITE
New building additions are proposed at,both the north and south sides of the site with minimal
modifications at ground level other than access via elevator and stairwells which provide emergency
exits along with support columns. The amount of disturb surface is limited to installation of the new
structures at the ground surface and areas being converted to pervious landscaping. Columns for
the new structures will be placed on foundations within filled areas and are likely to consist of pile
foundations.
Via conversion of some existing impervious surfaces on the north side of the site; the construction
will result in no net increase (actually a decrease) in impervious surfaces at the site. Also the
improvements will not require any modifications to surface drainage nor storm water structures and
piping. The location of the improvements on the ground surface will not impeded storm water flow.
Proposed screen walls on the south side around parking areas will have a gap at the bottom of the
wall to provide flow under the screen wall.
RECEIVE®
DCM WILMINGTON,,NC
NOV 0 6 2014

Narrative for Dockside Restaurant & Bar Wb, LLC Proposed Bulkhead Dockside Restaurant & Bar Wb, LLC
and Improvements on the Intracoastal Waterway in New Hanover County Wilmington, NC
Page 3 of 3
The placement of the second story structures at the site will not be exclusive in the vicinity of the
project with regard to coastal vistas. A multistory building already exists on the Dockside property
and also exist on nearby properties as follows:
north of the Dockside site, 3 story and 4 story structures encompass the property sites;
west of the Dockside site, a 3 story structure existing on opposite side of Airlie Road; and
-southwest of the Dockside site, multi -story residential structures exist west of Airlie Road.
As discussed in a scoping meeting for this project, parking modifications / expansion to satisfy
municipal requirements will be necessary prior to obtaining a building permit for improvements.
RECEIVED
DCM WILMINGTON, NC
NOV 0 6 2014

MAJOR PERMIT FEE SCHEDULE
Dockside / $400 / New Hanover Co.
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
wetlands or open water areas:
$400
100%
$400
0%
$O
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,
r D below applies:
III(A). Private, non-commercial development, if
General Water Quality Certification No. 3490
See attached can be applied:
$250
100%
$250
0%
$0
III(B). Public or commercial development, if
General Water Quality Certification No. 3490
See attached can be applied:
S400
100%
$400
0%
$0
III(C). If General Water Quality Certification No.
90 (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 a vatic life:
$400
60%
$240
40%
$160
III(D). If General Water Quality Certification No.
90 see attached cannot be applied.
$400
60%
$240
40%
$160
IV. Development that involves the filling and/or
xcavation of more than one acre of wetlands
nd/or open water areas:
$475
60%
$285
40%
S190
RECEIVED
NOV 2 4 7n14
DCM-MwDCf Y

DENR LAMA Daily Check Log for WIRO
Date
Received
Check From (Name)
Name o/Permit Holder
Vendor
Cheek
Number
Checkamount
Permit NumberlCommenb
10/172014
MoneyGram/Brandon Grimes
Paul Fornwald
I Wells Fargo Bank
59098505697
$400.00
GP 64097D ($800 total
-- - -
-
_
10/172014
Westem Union Money OrderiBrandon Grimes
_
Wells Fargo Bank
17-0816 77370
$20DA0
10/172014
Western Union Money Order/Brandon Grimes
ells Fargo Bank
W-058990188
$200.00
10/172014
10/172014
-
Allied Marine Contractors LLC
Samuel W or Tracy Clary _ _
_
Daniel Winfield
same
B d A
Sun Tmst
PNC Bank
First Community Bank
6873
4142
946
5928
$200.00
$100.00
$100.00
$200.00
GP 346 Admirals Court, Bolivia
mod. Fee, 164-07
minor fee, 406 N Shore Drive, Sc
GP 61640D
_ 70/172014
_ 10/172014
John Alen Odham III, Nasty Odham _
Holden Dock 8 Bulkheads
_ _ _
John Grey HUnter, Jr. -
Simpson
_ 70202074
Overbeck Marine Construc5_on_Ix _
Bill Wagoner
Sust
nTm
4347
$200.00
_
GP 64099D
1021/2014
Merril or Louis LeMome
same
B d A
143
$200.00
GP 64100D
- 10=014
Eugene Haley 8 Elizabeth Haley
Same
B d A
1594
$250.00
majorfee, Haley, NHCo
10222014
TTEREVE Enterprises, Inca
same
Wendel Murphy, Jr.
B88T
First Federal
tOBt
y475.00
major tee, Tterave, OnsCo
702?20U
Southeastern Coastal Construction Co---
9289
$200.00
GP 272 Seacrest Drive, WB
10/222014
10123/2014
Allied Marine Contractors LLC
F and S Marine Contractors Inc
Marvin Romer
James Petrillo
B of A
PNC Bank
6940
4101
3200.00
¢400.00
GP 1263 Corcus Ferry Rd., Hampstead
GP for Sunset Street, W8 S #4
for #4 S
10/232014
Logan Marine LLC
Matthews FamilyProperties
Coming Federal Credit Unit
110
$00.00
GP
10/232014
Eastern Builders of the Carolinas, Inc
Jeffrey and Veronica Delaney
First Citizens Bank
4032
$100.00
minor tee, 4180 Island Drive, NTB
10/242014
J. Cutler and B. Cutler
Turtle Harbour HOA
B of A
5720
$100.00
MP renewal, #64-00
70/242014
Swannsborough Yacht Club Inc
Bobby Danning
SoundBank
189281
$200.00
GP 65004D
10242014
McKim 8 Creed
Sawmill Point
Vantage South Bank
177510
$200.00
renewal and mod. Fees, 76-97
10242014
Steen Moss
same
NC SECU
1433
$500.00
GP 64076D
10I242014
William G. McRainey
Parks
First Community Bank
7939
$200.00
GP 64075D
10/272014
Mark Lewis Crew Boats inc. tlM Old Town Marina
Swan Point Marina
PNC Bank
1959
$250.00
majorfee, Swan Point Marina, Ons.
10272014
Coastal Earth Works Inc
Barbara Hulek Zucker
First Bank
4173
$400.00
GP 65010D
1028/2014
Poteat-Smith Properties, LLC
Henderson
Wells Fargo Bank
1053
$400.00
major fee, E. Beach Dr. Oak Island
10282014
Jerry D. Edwards and Karen C. Edwards
same
First Citizens Bank
8531
$400.00
GP 64034D
10292014
Town of Topsail Beach
same
First Citizens Bank
002MB
$200.00
GP 65011D
10/302014
Southeastern Coastal Construction Co
Murphey
First Federal
9283
$200.00
GP 65013D
10/312014
Allied Marine Contractors LLC
Glenn Holladay
B d A
6919
$400.00
GP 64035D
10/31/2014
Backwater Marine Construction Inc.
Knight, Windham, Breswai
BBBT
1694
$600.00
GPs 64077D, 64078D, 64079D
11/3/2014
Town of Surf City
same
First Citizens Bank
062221
$100.00
renewal request 190-05
11/3/2014
Dale E. and Cynthia M. Josfin
same
8 of A
9000
$200.00
GP for 800 #8 Canal Dr., CB
11/42014
Stacey Hamm and Kevin M. Hamm
same
PNC Bank
656
$200.00
IGP 65016D
11/42014
Pippin Marine Construction, LLC
Scott Sullivan
Weis Fargo Bank
3179
$200.00
GP 65015D
11/42014
Wrightsville Beach Marina
Sam Clary/Wrighsvile Beach Marina
Wachovia
2331
5100.0.
P rerrowal, #173-00
MP:
11/52014
F and S Marine Contractors Inc
Brock and Scott
PNC Bank
4113
$200.00
GP 65012D
11/52014
Connaway Marine Construction, Inc
B of A
6862
$200.00
Zia 11 8 12 Pensacola/ PN Co.
11/62014
Pleasure Island Partners, LLC
Stewart Pitbnan for Pleasure Island Partners, LLC
Bank of the Ozarks
2008
$400.00
major fee, Pleasure Island Partners, LLC
11/6/2O14
Martuch LLC
Paul M. Wiles
B of A
1845
$200.00
GP SSD17D
1//72014
Gary and Lynne Greene
Dockside
Wells Fargo Bank
4272
$400.00
' fee, Dockside, NHCo

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PERVIOUS AREA 1
PERVIOUS AREA OUTSIDE
OF CONCRETE PAVING &
TIMBER PATIO DECK TO
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PERVIOUS AREA 2
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PERVIOUS AREA 3
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EXISTING SURFACE
THAT DRAINS THRU
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PERVIOUS AREA 4
LANDSCAPE PLANTER
IMPERVIOUS AREA 12
TIMBER WALKWAY
PERVIOUS AREA 6
LANDSCAPE PLANTER � ROOF OVERHANG
CIMPERVIOUS AREA 11
BUILDING FOOTPRINT\
ABOVE MHW J
IMPERVIOUS AREA 10
TIMBER DECK ABOVE MHW
IMPERVIOUS AREA 13
SOLID BRICK PAVERS
PERVIOUS AREA 6
LANDSCAPE PLANTER
PERVIOUS AREA 7
LANDSCAPE PLANTER
IMPERVIOUS AREA 14
SOLID BRICK PAVERS
RECEIVED
JAN 2 0 20b
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0 20' 4060, LAYOUT AND EXTENT OF EXISTING SURFACES, INFRASTRUCTURE I RECE
ALONG WITH TOPOGRAPHY AND PROPERTY UNES PROVIDED IN DCM WILMI�
SURVEY & MAPPING PERFORMED BY MICHAEL UNDERWOOD &
ASSOCIATES, MAY 14 2014 ,WAN 15
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OUTLINE OF NEW SOUTH 2nd STORY ADDITION OVER
• \ I EXISTING PAVED AREA. AREA = 43458.348 SF
NO MODIFICATION TO EXISTING PAVED SURFACE
\ ON GROUND LEVEL, EXCEPT TO INSTALL COLUMNS,
_ STAIRWELLS, AND ELEVATOR
ROOF DRAINAGE TO EXISTING PAVED SURFACE TO
\ EXISITING INLETS
OF 69'-9' x 12' 2nd LEVEL DECK
TO BE TIMBER DECKING TO DRAIN
20' 0
NEW BULKHEAD INSTALLED AND SAND FILL UP TO ELEV +5.0 FT
WHICH WILL BE 1 FOOT t BELOW EXISTING TIMBER DECK SURFACE
STORM DRAINAGE AT TIMBER DECK AREAS WILL DRAIN THROUGH
DECKING INTO SAND FILL
TOP OF SHEETING WILL BE AT ELEV +5.5 FT TO ACT AS CURB
AND TO PRVENT LOSS OF FILL DURING STORM EVENTS OVER TOP
LAYOUT AND EXTENT OF EXISTING SURFACES, INFRASTRUCTURE
ALONG WITH TOPOGRAPHY AND PROPERTY LINES PROVIDED IN
SURVEY do MAPPING PERFORMED BY MICHAEL UNDERWOOD R
ASSOCIATES, MAY 14 2014
IN
PERVIOUS AREA
COVERED 1.630 SF OLIVINE OF NEW
NORTH 2nd STORY
OVER EXISTING.
AREA = 1507.25SF
ROOF DRAINAGE TO
GROUND AS EXISTIN
TOP OF SHEET
SHEETPILE --� I I I LI II IMAX VARIES
FILL +5'
BULKHEAD SECTION
1'= 15'
PERVIOUS AREA (HATCHED)
COVERED 317.757 SF
RECEIVED
1AN 2 0 2015
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DCM

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Raleigh, No,U, Carolina 27624
G rap Gables Yacht Club HOA
PO Box 1101
Wrightsville Beach, NC 28480-1101
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RECEIVED
DCM WILMINGTON, NC
JAN 15 2015
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Post Office Box 99213
Raleigh, North Carolina 27624
NIXIE 284033194-1N 700 10/20/14
RETURN TO SENDER
ATTEMPTED - NOT KNOWN
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RETURN TO SENDER
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JAN 2 0 2015
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JAN 15 2015

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