20181260 Ver 1 _CAMA Application _20180912

ROY COOPER
Governor V ,
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS �\
Direclor,
Division ofCoasml Management NORTH CAROLINA
,Enviropmenral Quality
September 7, 2018
2o1a128
TO: Karen Higgins
401 & Buffer Permitting Unit
DWR/Water Quality Permitting
FROM: Courtney Spears, Assistant Major Permits Coordinator
NC DEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 courtney.Wears(a)ncdenr.gov
Fax: [phone] (Courier 0416-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: JAM Properties, LLC
Project Location: 106 N. Channel Dr., adjacent to Banks Channel, in Wrightsville Beach,
New Hanover County
Proposed Project: to replace an existing docking facility and bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Courtney Spears at the address above by October 3, 2018. If you have
any questions regarding the proposed project, contact Tara MacPherson at [phone]
when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**additional comments may be attached**
SIGNED
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
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
919 796 7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Jam Properties, LLC (Dan Smith) c/o Mark Clements
2. LOCATION OF PROJECT SITE: The property address is 106 N. Channel Drive, adjacent to
Banks Channel, Wrightsville Beach, New Hanover County.
Photo Index — 2006: 24-7412 N-18 Lat: 34012'40.33"N Long: 77°47'52.45"W
INVESTIGATION TYPE: CAMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 7/9/18
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — 6/6/18 Complete- 8/24/18
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan— Town of Wrightsville Beach
Land Classification From LUP — Conservation
(B) AEC(s) Involved: PT, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing- Municipal Sewer
Planned- N/A
(F) Type of Structures: Existing- Single-family residence, bulkhead, concrete rip rap and
private docking facility.
Planned- Replace bulkhead and docking facility.
(G) Estimated Annual Rate of Erosion: N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (Coastal)
222 sq. ft.
shaded
(B) Non -Vegetated Wetlands (Open
962 sq. ft.
Water)
(incorporated)
(C) Other - Highground disturbance
1040 sq. ft.
(bulkhead backfill)
(D) Total Area Disturbed: 2,224 sq. ft. (0.05 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: NO
8. PROJECT SUMMARY: The applicant proposes to replace an existing poured concrete
bulkhead with a vinyl bulkhead and replace a docking facility along the edge of Banks Channel.

Jam Properties, LLC
c/o Dan Smith
Page 2
9. PROJECT DESCRIPTION
The project site is located at 106 N. Channel Blvd., adjacent to Banks Channel in the Town of Wrightsville
Beach, New Hanover County. To locate the project site from the WiRO take US Hwy 74/76 to Wrightsville
Beach. Travel across the drawbridge and keep right on Causeway Drive. Turn left on N. Channel Blvd. just
before the Causeway Bridge leading to the barrier island and the property will be located on the right-hand
side of the road.
The project site is approximately 0. 11 acres in size, which the applicant currently maintains a single-family
residence. The highground is vegetated primarily with native grasses. The project site has 52 linear feet of
shoreline frontage along Banks Channel, which is stabilized by a poured concrete bulkhead that is
approximately 4 ft. in width. Normal High Water (NHW) is 11 ft. from the landward edge of the concrete
bulkhead and associated overlapping rip rap toe. There is an 11 ft. wide stand of Coastal Wetlands (Salt
Meadow Grass - Spartina patens) along the outer toe of the existing sloping wall and rip rap on the southern
half of the property which leads to an approximately 35 ft. wide stand of Salt Marsh Cordgrass (Spartina
alterniflora).
There is an existing private docking facility, which consists of a fixed pier ranging from 4 ft. to 6 ft. wide
x 109 ft. that extends to a fixed platform (15 ft. x 15 ft.), which connects (via ramp) to a 16 ft. x 16 ft.
floating dock that extends to a 40 ft. long by 6 ft. wide floating dock. The existing pier crosses the Town of
Wrightsville Beach pierhead line and is approximately 14' from the southern riparian corridor and 30 ft.
from the northern riparian corridor. According to the application package, existing water depths
surrounding the existing docking facility range from approximately -2.8 ft. to -3.4 ft., relative to normal
low water (NLW). DCM was not able to locate a previous permit for the existing facility; however, based
on historical aerial photography the existing docking facility appears to have been in place since the early
1990's.
The Town of Wrightsville Beach Land Use Plan classifies adjacent waters and high ground portion of the
property as Conservation. The waters of Banks Channel and Middle Sound 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 replace an existing poured concrete bulkhead with a vinyl bulkhead and replace
a docking facility along the western edge of Banks Channel. According to the application package, the
existing wall is 4 ft. in width, due to the concrete slope, the new vinyl sheet pile wall would be installed at
the waterward edge of the existing wall/rip rap along the western edge of Banks Channel. The new wall
would be at the landward edge of existing Coastal Wetlands, consisting of Salt Meadow Grass (Spartina
patens) on the southern side of the property. The new alignment would be positioned an average of 7 ft.
landward of the normal high water line (NHW). The proposed wall would be tied to the adjacent bulkheads
located on either side of the applicant's property with wingwalls.
The configuration of the existing docking facility currently provides dockage for up to four (4) vessels, but
that slip count would be reduced to two (2) under the proposed re -configuration. Based on drawings
provided by the applicant, the existing docking facility is shown to be located within the adjacent 15'
riparian corridor setback along the northern side of the property, and the applicant is proposing to relocate
the entire facility to eliminate this encroachment. The application states that a new 6 ft. wide by 128 ft. long

Jam Properties, LLC
c/o Dan Smith
Page 3
pier would be constructed in the center of the property extending waterward from the new proposed
bulkhead. The pier would extend to a 16 ft. wide by 16 ft. long covered fixed platform leading via ramp to
a 8 ft. wide by 20 ft. long floating dock running perpendicular to the shoreline. As designed, the proposed
facility would provide dockage for up to two (2) vessels and would terminate at the Town of Wrightsville
Beach pierhead line. Existing water depths in the vicinity of the proposed docking facility range from
approximately -2.8 ft. to -3.0 ft. at NLW. In total, the proposed facility would extend approximately 180
ft. from the waterward edge of the proposed bulkhead.
10. ANTICIPATED E"ACTS
The proposed structures would incorporate approximately 1,184 sq. ft. of Estuarine Waters and Pubic Trust
Area, essentially within an area currently usurped by the existing docking. The proposed structures would
extend approximately 180 ft. into a waterbody, which measures approximately 790 ft. across. This distance
does not exceed the quarter width of the waterbody, nor does it exceed the established pier -head alignment.
The proposed structures would not encroach into the adjacent 15' Riparian Corridor Setback Area
requirement and would accommodate up to two (2) vessels within water depths ranging from approximately
-2.8 ft. to -3.0 ft. at NLW.
The proposed bulkhead would result in the filling of an area that is currently above NHW. Total high
ground disturbance, as a result of the bulkhead installation, would total approximately 1,040 sq. ft. Minor
increases in turbidity should be expected during construction.
Submitted by: Tara MacPherson Date: September 6, 2018 Office: Wilmington

Narrative For: 06/05/2018
Jam Properties LLC
1838 Sir Tyler Road Suit 210
Wilmington, NC 28405
Address of Property:
106 North Channel Drive
Wrightsville Beach, NC 28405
Dear Committee Members,
After reviewing the current property, it was determined that the existing pier is in
need of replacement. The pilings are rotted and the pier needs to be rebuilt to meet
the current requirements of NCDENR regulations. So we are applying at this time
to rebuild this pier/dock to meet the codes of Wrightsville beach Building
department along with the current regulation imposed thru all other agency's
pertaining to this matter.
After reviewing the current bulkhead (concrete) on this site we wish to install a new
bulkhead as per the drawings attached. This will be placed at the high water line
and we will install this using vinyl sheet pile. This method has proven to be the best
product for the environment in and around our coastal area.
We hope you will find our request to be acceptable and help us thru this permit
process to achieve our goals to enhance the property, and protect it from future
storm damage.
Best Regards,
/ &1 aA~&
RECEIVED
JUN 0 6 2018
[)CM WILMINGTON, NC

DOM MP 1
APPLICATION for
,'w -
major
Development Permf
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Business Name 0
Project Name (if applicable)
Clements Marine Construction Inc,.
li_ l��[•o ��r-���5 Ldo-. (_ ��Z
Jam Properties 11c
MI
Last Name
Mark
H
Last Name
Agent/ Contractor 2: First Name
MI
Applicant 1: First Name
MI
Smith
PO Box
City
Dan
112 Circle Drive
Hampstead
Applicant 2: First Name
MI
Last Name
Phone No. 1
If additional applicants, please attach an additional page(s) with names listed.
28443
Mailing Address
PO Box
City
Contractor #
State
1838 Sir Tyler Rd
Wilmington
Street Address (if different from above)
NC
ZIP
Country
Phone No.
Email
FAX No.
28405
new Hanover
910 - 200 - 3454 ext.
-
Street Address (if different from above)
City
State
ZIP
106 N. Channel Drive
Wrigtsville Beach
NC
28405 -
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Clements Marine Construction Inc,.
Agent/ Contractor 1: First Name I
MI
Last Name
Mark
H
Clements
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
112 Circle Drive
Hampstead
NC
ZIP
Phone No. 1
Phone No. 2
28443
910-620-9110 ext.
910 - 270 - 9110 ext.
FAX No.
Contractor #
same
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
tJtL'CIV=W
<Form continues on back>
JUL 20 2018
_ _ DCM WILMINGTON, NC

Form DCM MP -1 (Page 3 of 6)
APPL4CATION, for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
new hanover
106 N. Channel Drive
Hwy 74 76
Subdivision Name
City
State
zip
Wrightsville beach
wilmington
NC
28405 -
Phone No_
Lot No. (s) (if many, attach additional page with list)
910 -620 - 9505 ext.
1, 1 1 ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
dor— 'Q+g
Molts 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
AICW
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
new hanover
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
52'
4749 sq ft
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
85.7 x 52', 1 1
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
10' ®NHW or ❑NWL
e. Vegetation on tract
lawn grass some oak trees
f. Man-made features and uses now on tract
bulkhead, pier, home
g. Identify and describe the existing land uses adiacent to the proposed project site.
private residential homes
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
r-20
(Attach zoning compliance certificate, if applicable)
®Yes ❑No DNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No [INA
If yes, by whom?
I. is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No [INA
National Register listed or eligible property?
<Form continues on next page>
RECEIVED
JUL 2 0 2018
0G.MVILMINGTON, NC

Form DCM MP -1 (Page 4 of 6)
m. (i) Are there wetlands on the site?
(ii) Are there coastal wetlands on the site?
(iii) If yes to either (i) or (H) above, has a delineation been conducted?
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
county
o. Describe existing drinking water supply source.
county
p. Describe existing storm water management or treatment systems.
n/a
APPLICATION for
Major Development Permit
❑Yes ®No
or'es zip 7/ 2 —1q
99
❑Yes ®No
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Govemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
To rebuild existing pier and existing bulkhead on property. To be used for private access to the water for boating and
swimming.
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.
equipment to be used for construction includes a pile setting barge for the dock and air hammers for the install of the new
vinyl bulkhead and will be kept on site, A tool traitor will come and go on site and will not be left due to the crime in this area.
d. List all development activities you propose.
install new pier to replace existing and a new bulkhead to replace the existing failing concrete one.
e. Are the proposed activities maintenance of an existing project, new work, or both? new
f. What is the approximate total disturbed land area resulting from the proposed project? iftA,*'% fijSq.Ft or ❑Acres
-Zo-
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
surface runoff
i. Will wastewater or stonnwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA
j. Is there any mitigation proposed? ❑Yes ®No [INA
If yes, attach a mitigation proposal.
<Form continues on back>
REGEIVkU
JUL 2 0 2018
-.�.__-.k..... x:
__ DCM WILMINGTON, NC

Form DCM MP -1 (Page 5 of 6)
APPLICATION for
Major Development Permit
6. Addidonallnformadon
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (t) are always applicable to any major development application. Please consult the application
instruction booklet on how to 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 Joseph Rice Phone No. n/a
104 N Channel Drive
Wrightsville beach, NC 28480
Address
Name John Zeko Phone No. n/a
Address 108 N Channel Drive, Wrightsvilee Beach, NC 28480
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
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.
1 7. Cert cation and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 05/30/2018 Print Name Mark Clements /
Signature A+�
DECEIVED
Please indicate application attachments pertaining to your proposed project.
❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts v Ll iii 0 6 2 018
❑DCM MP -3 Upland Development
DCM WILMINGTON, NO
2556-,' CC2-2E;a8 .: 1-883,4RC OAS ,. eu r a=.r.cccas°�>s1a ¢a.,,ee� r.• .r <a

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. NA
NA
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
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
NA
d. High -ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL
®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? 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
(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 MSB
OWL ❑None
(h) Describe the purpose of disposal in these areas:
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
RECEIVED
JUL 2 0 2018
DCM WILMINGTON, NO
Access
,
Other
Channel
(NLW or
Canal
Boat Basin Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization)
Length
!2
cJ
Width
Avg. Existing
Depth
NA
NA
Final Project
Depth
N A
NA
,
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. NA
NA
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
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
NA
d. High -ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL
®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? 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
(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 MSB
OWL ❑None
(h) Describe the purpose of disposal in these areas:
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
RECEIVED
JUL 2 0 2018
DCM WILMINGTON, NO

3. SHORELINE STABILIZATION
(If development is a wood groin, use MP -4 — Structures)
a. Type of shoreline stabilization:
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance wate►ward of NHW or NWL: Of (P 'l
7`
e. Type of stabilization material:
vinyl
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Q Riprap
Breakwater/Sill Other
i. Source of fill material.
local sand pit
UThis section not appacawe
b. Length: I_� -
Width: 4'
d. Maximum distance waterward of NHW or NWL: ,A
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.
sand
14.
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,
submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be nlaced in the w ter none
/ %�
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area � ([p�/�
:Y,�Z
❑CW ❑SAV ❑SB
(iv) Purpose of fill
OWL ®None
backfill
(ii) Describe the purpose of the fill in these areas:
to backfill new bulkhead
5.
GENERAL
a.
How will excavated or fill material be kept on site and erosion
I
b. What type of construction equipment will be used (e.g., dragline,
controlled?
backhoe, or hydraulic dredge)?
bulkhead
tractor and small hand tools
C.
(1) Will navigational aids be required as a result of the project?
d. (i) Will wetlands be crossed in transporting equipment to project
❑Yes ®No [INA
site? ❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
6/12/2018
Date
jam properties Ilc
Project Name
Mark clements
Applicant Name ;>
pA plicantSig ant e RECEIVED
JUL 20 2018
DCM WILMINGTONN'-

Form DCM MPA
STRUCTURES n % '06�
(Construction within Public Trust Areas) 1"`� Z,p'
1'
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 0This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
OCommercial ❑Public/Government ®Private/Community ❑Yes ®No
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ®Yes ❑No
(ii) Number
1If
yes:
(iii) Length
128/ __ _- �i
(ii) Number
1
(iv) Width
6'
(iii) Length
16
(v) Floating
[]Yes ONO
(iv) Width
16
(v) Floating
OYes ONO
e. (i) Are Platforms included? ®Yes []No
If yes:
(ii) Number 1
(iii) Length 20'! 16x16 �jX4.
(iv) Width IT
(v) Floating ®Yes ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
2
(ii) Number of slips existing
4
i. Check the proposed type of siting:
❑ Land cut and access channel
[]Open water, dredging for basin and/or channel
®Open water, no dredging required
[]Other; please describe:
k• Typical boat length: 25'
f. (i) Are Boatlifts included? E]Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided -
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slips") only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
® Other, please describe:
16x16 gazebo over fixed platform
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
mixed
I. (Q Will the facility be open to the generabaubMV50
JUL 20 2018
DCM WILMINGTON, NG

Form DCM MP -4 (Structures, Page 2 of 4)
m. (i) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of tie pilings?
❑Yes ®No
2. DOCKING FACIUTYIMARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number. ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h• Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing? RECEIVED
JUN 0 6 2018
DCM WILMINGTON, NC
252-808-2868 :: 1-88.8-4RCOAS revised. 12127!06

Form DCM- P-4 (Structures, Page S of 4)
I. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
n. Is the marinaldocking 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
[]WL []None
p. Is the proposed marina/docking facility located within or within Gose proximity to any shellfish leases? ❑Yes ❑No
If yes, give the name and address of the leasehokier(s), and give the proximity to the lease.
3. BOA MOUSE (including covered lifts) 0This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public(Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin; use MP -2, Excavation and r=ill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) 0This 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 0This section not applicable
a. Is the structure(s): b. Number
❑Commercial ❑Public/Govemment ❑Private/Community
C. Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present.
iI-IN 0 6 2.018
DCM WILMINGTON, NC
2:52-808-2808 - 1-888-4,11COAST:: �rrv�.a�ccpestetrsraraa�e er�ersf.e��t revised: 12/27106

Form DC P-4 (Structures, Page 4 of 4)
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
ICIDl
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No [INA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
(07), 4V 130`I
d. Water depth at waterward end of structure at NLW or NWL
3.0
& OTHER ❑This section not applicable
a. Give complete description:
we would like to build a new bulkhead out in front of existing wall and replace the existing dock as to our drawings. This will
bring this dock to regulations required by CAMA rules.
5/30/2018
Date
Jam Properties Ilc
Project Name
mark clements
Ap5=wl�
6-g i
Applicant Signature
JUN 0 6 2018
DCM WILMINGTON, NC
252-608-2908 — 1-888-4RC0AS €' se www.nccast�kina�e;�ac€rst e€ revised- 12127/06

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