20180956 Ver 1_CAMA Application_20180709

Coastal Management
ENVIRONMENTAL OVALITY
July 2, 2018
MEMORANDUM:
TO:
Karen Higgins
401 & Buffer Permitting Unit
DWR/Water Quality Permitting
FROM: Gregg Bodner, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
aregg.bodne ncdenr.-gov
SUBJECT: CAMA / Dredge & Fill Application Review
ROY COOPER
Governor
MICHAEL S. REGAN.
lntenm Se,rctarc
BRAXTON DAVIS
Director
2 0 1 80 956
Applicant: Jennifer & Jeff Stewart
Project Location: 201 Peninsula Dr., adjacent to Myrtle Grove Sound, in Carolina Beach,
New Hanover County
Proposed Project: to construct a new wooden bulkhead and two private docking facilities
Please indicate below your agency's position or viewpoint on the proposed project and return
this form to Gregg Bodner at the address above by July 25, 2018. If you have any questions
regarding the proposed project, contact Courtney Spears at [phone] when appropriate, in-
depth comments with supporting data is requested.
REPLY:
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
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
919 796 721 5

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Jennifer and Jeff Stewart
2. LOCATION OF PROJECT SITE: 201 Peninsula Drive, adjacent to Carolina Beach Yacht Basin/Myrtle
Grove Sound and Pleasure Cay S/D basin, in Carolina Beach, New Hanover County.
Photo Index - 2006: 21-7378, P/Q 7-8 Latitude: 34003'09.03"N Longitude: 77053'31.66"W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit - 6/29/18
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - initial - 5/20/18, Complete - 6/21/18
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Carolina Beach
Land Classification From LUP - Developed (high ground), Conservation (open water)
(B) AEC(s) Involved: EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Municipal
Planned - N/A
(F) Type of Structures: Existing - single family home, observation pier/platform
Planned - two new private docking facilities and bulkhead
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Coastal Wetlands
(B) Open water
1,410 ft2
(incorporated)
(C) Other (Highground)
6,200 ft2
(bulkhead)
(D) Total Area Disturbed: 7,610 ft2 (0.2 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a new wooden bulkhead and two private
docking facilities.

Stewart
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 201 Peninsula Drive in the Pleasure Cay Subdivision, adjacent to the
Carolina Beach Yacht Basin/Myrtle Grove Sound and the Pleasure Cay boat basin, in Carolina Beach,
New Hanover County. The project site consists of one lot located at the terminal end of Peninsula
Drive. To locate the project site from the Wilmington Regional Office (WiRO), travel from Wilmington
into Carolina Beach on Carolina Beach Road (NC Hwy 421) for approximately 12 miles south. Continue
over Snows Cut Bridge for approximately 1 mile south until you reach Lewis Drive and tum left. Lewis
Drive immediately turns in a northerly direction (almost a U-turn from Carolina Beach Road) and
becomes Access Road. Continue on Access Road north approximately 0.12 miles until you reach
Peninsula Drive, which will be located on the right. Turn right and continue to the end of Peninsula
Drive, approximately 0.5 miles, until you reach 201 Peninsula Drive.
The areas adjacent to the project site are developed with residential properties and docking facilities.
South of the project site is a single-family residence with an existing private docking facility along the
Pleasure Cay S/D basin. To the north, there are several condominium buildings which make up
Harbour Point Yacht Club and an associated open water marina.
Existing structures on the highground portion of the site consist of a single-family residence with
associated parking. The lot is approximately 1.8 acres and averages 2 feet above normal high water.
Upland vegetation on the lot consists of lawn grass with native trees and shrubs. The eastern shoreline
of the property borders the Carolina Beach Yacht Basin/Myrtle Grove Sound. The high ground
transitions abruptly from lawn grass to low marsh consisting primarily of Smooth Cordgrass (Spartina
alterniflora). The low marsh extends towards to Carolina Beach Yacht Basin for approximately 125'
then transitions to an area approximately 20' wide of higher marsh consisting primarily of Saltmeadow
Cordgrass (Spartina patens). The elevation drops again to low marsh for approximately 40' until you
reach the waters of the Carolina Beach Yacht Basin/Myrtle Grove Sound. Along the southern shore of
the property is an existing observation pier measuring approximately 22' by 22' that is located within the
Pleasure Cay S/D basin canal. The facility is shared with the neighboring lot, and until recently also
included a 5' by 50' floating platform that was oriented along the existing canal bulkhead. This facility
was authorized via GP -49258D issued to the property owner on 8/20/2007. The 5' by 50' float was
recently removed so that the property owner could apply for a General Permit to install an observation
pier along the eastern shoreline. Removal of the floating platform was necessary to comply with the
rules of 07H .1200, with the knowledge that the property owner would be pursuing a Major Permit.
General Permit 70881 D was issued to the property owner on 4/27/18 for the construction of a 375' by 6'
fixed pier with a 20' by 20' fixed "T -head" covered platform extending in an easterly direction into
Carolina Beach Yacht Basin/Myrtle Grove Sound. The structures authorized by GP 70881 D are
currently under construction. No SAV or shellfish resources was observed in the project area.
The Carolina Beach Land Use Plan classifies adjacent waters as Conservation, and the adjacent high
ground portion of the project area as Developed. The waters of the Carolina Beach Yacht Basin/Myrtle
Grove Sound are classified SB by the Division of Water Resources. They are NOT designated as a
Primary Nursery Area by the N.C. Division of Marine Fisheries and they are CLOSED to the harvest of
shellfish.
10. PROPOSED PROJECT:
The applicant proposes to construct a new wooden bulkhead and two private docking facilities. The
eastern shoreline would be stabilized with a wooden bulkhead measuring approximately 310' in length
and would be installed landward of all Coastal Wetlands. The wall would measure approximately 2.5' in
height and the associated tie back system would disturb approximately 6,200 ft2 of high ground.

Stewart
Page 3
The application states the bulkhead would be backfilled with clean sand material that will be delivered
by truck. The applicant proposes to add to the pier structure, authorized via GP 70881 D, that is
currently under construction. The application states a 10' by 20' open platform area would be added to
the waterward end of the authorized gazebo. A fixed pier measuring 20' by 6' would extend from the
northern edge of the authorized gazebo, parallel to the channel. At the terminus of the fixed pier would
be a ramp extending toward Carolina Beach Yacht Basin, perpendicular to the channel, which would
provide access to a 60' by 6' floating dock. A fixed pier measuring 20' by 6' would also extend from the
southern edge of the authorized gazebo, parallel to the channel. At the terminus of the fixed pier would
be a ramp extending toward Carolina Beach Yacht Basin, perpendicular to the channel, which would
provide access to another 60' by 6' floating dock. Halfway between the two floating docks would be
three tie -pilings (See Sheets 1-2 of 2). The application states that water depths along the floating docks
would range from -6.0' to-12.0'at NLW. The applicant also proposes to re -install the 5' by 50' floating
dock located on the southern shore along the bulkhead for the Pleasure Cay S/D that was recently
removed.
As proposed the facility along the eastern shoreline would extend approximately 240' into a waterbody
measuring approximately 1,650' across which would meet the %width distance. The facility would also
be approximately 90' landward of the existing Town of Carolina Beach Pierhead Line and
approximately 180' landward of the Federal AIWW channel setback. The proposed pier would be
approximately 185' away from the marina to the north, and 206' away from the facility to the south.
There would be no encroachment into either adjacent 15' riparian corridor setback area. The re-
installation of the floating dock within the Pleasure Cay S/D basin on the southern shore would extend
approximately 7' into a canal measuring approximately 75' in width, which meets the % width distance.
The float would not encroach into the 15' adjacent riparian corridor setback area. The application states
that the two facilities would accommodate 5 vessels total, 1 vessel at the 50' floating dock and 2
vessels each at the two (2) 60' floating docks.
11. ANTICIPATED IMPACTS:
The proposed bulkhead would result in the disturbance of approximately 6,200 ft2 of high ground, and
would be constructed landward of all wetlands. The enlargement of the two docking facilities would
result in the incorporation of approximately 1,410 ft2 of Public Trust Area and Estuarine Waters. As
proposed the facility along the eastern shoreline would extend approximately 240' into a waterbody
measuring approximately 1,650' across which would meet the % width distance. The facility would also
be approximately 90' landward of the existing Town of Carolina Beach Pierhead Line and
approximately 180' landward of the Federal AIWW channel setback. The proposed pier would be
approximately 185' away from the marina to the north, and 206' away from the facility to the south.
There would be no encroachment into either adjacent 15' riparian corridor setback area. The re-
installation of the floating dock within the Pleasure Cay S/D basin on the southern shore would extend
approximately 7' into a canal measuring approximately 75' in width, which meets the % width distance.
The float would not encroach into the 15' adjacent riparian corridor setback area. The application states
that the two facilities would accommodate 5 vessels total, 1 vessel at the 50' floating dock on Pleasure
Cay Boat Basin Canal and 2 vessels each at the two (2) 60' floating docks on the facility extending into
Carolina Beach Yacht Basin. However, due to the length of the proposed floating docks, there appears
to be potential for the dockage for approximately ten (10) vessels at these facilities. There appears to
be no shellfish resource or SAV present in the project area. Minor increases in turbidity should be
expected during project construction.
Submitted by: Courtney Spears Date: June 29, 2018 Office: Wilmington

Project Narrative
Applicant: Jeff & Jennifer Stewart
Activity: Proposed Floating Docks, Bulkhead landward of coastal wetlands, and replacement of existing floating
dock in canal.
Agent: Charles Duncan
Location:
The project site is located at 201 Peninsula drive (subdivision- Pleasure Cay) Carolina Beach, NC 28428. The
shoreline distance is 363.4 feet. The proposed project is adjacent to Myrtle Grove Sound and is located in the
Carolina Beach Yacht Basin.
Purpose & Need
The primary objective of this project is to provide the property owner with a safe, functional residential docking
facility for his wife, and four children (Teenagers). The proposed 2- 6'x20' fixed piers that come off the side of
existing gazebo (north & south side) will only be used for access to proposed floating dock system. The proposed 2-
6'x60' floating dock system will accurately accommodate 4- 34' run about boats, and a couple of jet skis. With the
current, and wind, it is nearly impossible to safely dock boats on top of one another. Especially kids.
Mr. Stewart is looking to purchase a 45' boat for himself, and family providing this application is approved. In this
event family, and kids will have to trailer wave runners as they see fit. If and when this takes place the larger boat
will be docked inside the two 60' floating docks to provide protection for the boat and a safer loading and off-
loading of family and/or goods. The property had an existing 5'x50' floating dock on the canal side of property as
well (south side). However, we removed the existing floating dock to come in compliance with the GP1200 in order
to get started building the new 375' pier, and gazebo. (CAMA GP#70881 Issued 4/27/2018). The new pier is
currently under construction. We obtained the CAMA GP1200 to construct the pier & gazebo, while awaiting
approval for this proposed CAMA Major Permit Application. The proposed floating dock system is well within the
pier headline and is also 40 plus feet from either side riparian corridor line.
We are also proposing to replace and reinstall the 5'x50' floating dock that will be located on the south side of
property in the man-made creek. The property owner & his wife have elderly parents, that visit them time to time.
With this said by reinstalling the new 5x50' floating dock will eliminate the elderly folks from walking down a 400'
pier. This dock will also be used for the kids to tie up temporarily if the wind and/or current is moving the same
direction. Another words the 5'x50' floating dock will be used for temporary use only. This dock is labeled transit
dock on proposed drawings.
We are proposing to construct a small wood bulkhead to protect the said property in the event of a major
hurricane. Also, the water currently enters the backyard during full moon tides. This proposed wood bulkhead will
only be 2.5' tall but will serve a great deal of protection to property. This proposed bulkhead will be constructed
landward of any coastal wetlands. All proposed construction will occur well within the designated pier headline,
and clear of any local or federal navigation channel setbacks. The proposed bulkhead will have tiebacks every 8'
that will run 10' landward of proposed bulkhead. We are proposing to bring in a clean sandy type material for
backfill of this proposed bulkhead prior to construction.
Lastly we are proposing to add 10'x20' platform / open deck on the east end of the 20'x20' gazebo. This will allow
for family to sit safely in the sun, rather than having to sit on floating docks, etc. Thank you for your time and
consideration with our proposed application.
Respectfu Submitted,
Charles Duncan
RECEIVED
DCINI WILMINGTON, NC

(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Business Name
Project Name (if applicable)
Duncan Marine Contractors, Inc.
N/A
N/A
MI
Last Name
Applicant 1: First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
Jeff
Mailing Address
Stewart
PO Box
City
Applicant 2: First Name
MI
Last Name
Wilmington
Jennifer
ZIP
Stewart
Phone No. 1
If additional applicants, please attach an additional page(s) with names listed.
28401
Mailing Address
PO Box
City
State
Contractor #
315
Carolina Beach
NC
ZIP
Country
Phone No.
Same as above
FAX No.
28428
us
910 — 256
- 6620 ext.
[e-mail]
-
Street Address (if different from above)
City
State
ZIP
201 Peninsula Drive
Carolina Beach
NC
28428 -
Email
NA
2. Agent(Contractor Information
Business Name
Duncan Marine Contractors, Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Charles
Duncan
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
2728 North 23rd Street
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28401
910 - 520 - 5060
ext.
910 - 256 - 6620 ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Same as above
Email
[e-mail]
RECE!VED
<Form continues on back>
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Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
a. Total length of shoreline on the tract (ft.)
BIZ
County (can be multiple)
Street Address
80,000.00 SF
State Rd. #
New Hanover County
201 Peninsula Drive
NWL (normal water level)
201
Subdivision Name
City
Grass
State
Zip
Pleasure Cay
Carolina Beach
NC
28428 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
910 - 520 - 5060 ext.
,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Carolina Beach Yacht Basin / Myrtle Grove Sound
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
Myrtle Grove Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Town Of Carolina Beach
4. Site Description
a. Total length of shoreline on the tract (ft.)
BIZ
b. Size of entire tract (sq.ft.)
'3' PCN'
80,000.00 SF
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)
2 FT ❑NHW or ®NWL
e. Vegetation on tract
Grass
f. Man-made features and uses now on tract
Single Family Home
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residental
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
R-2
(Attach zoning compliance certificate, if applicable)
®Yes []No [INA
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 RECEIVE
National Register listed or eligible property? nrm VVII
<Form continues on next page>
iN. NC

Fo1m DCMIMP-1 (Page 3 of 5)
APPLICATION for
00 Major Development Permit
DC M I,ej21�l� _
m. (i) Are there wetlands on the site? CgYes t 1No
(ii) Are there coastal wetlands on the site? JAYes t INo
(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.
County water and sewer
o. Describe existing drinking water supply source.
Cape Fear Utilities
p. Describe existing storm water management or treatment systems.
Surface Run off
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.
Private dock, and bulkhead for single family use only
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.
TYPICAL RESIDENTIAL PIER AND DOCK CONSTRUCTION METHODS. PROPOSED PILES INSTALLED BY A
COMBINATION OF LAND AND BARGE BASED WATER JETTING, PILE DRIVING AND VIBRATORY HAMMER AS
REQUIRED.EQUIPMENT STORED ON CANAL.
d. List all development activities you propose.
Proposing Two 6'x20' Fixed Piers. One coming off of gazebo on north side, and one coming off gazebo on south side, for
access to proposed Floating Docks. Proposing 10'x20' open deck to be added to the east end of the existing 20'x20' gazebo.
Proposing two floating dock systems, and a bulkhead landward of coastal wetlands across back of property. On Canal side
of property (south side) Proposing to rebuild and reinstall new floating dock, same size same location. ( Pier and gazebo
permitted under CAMA GP Permit #70881 Dated 4/27/18)
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? 5,200sf for Bulkhead tie -backs and fill
®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.
None
i. Will wastewater or stormwater be discharged into a wetland? []Yes ®No [INA
RECEIV D
If yes, will this discharged water be of the same salinity as the receiving water? []Yes ®No ❑NA DCM WILMIN TON
j. Is there any mitigation proposed? ❑Yes ®No [INA
If yes, attach a mitigation proposal.
252-808-2808 ,. 1-888.4RCOAST .. www.nccoastalmanagement.net
NC

Form DCM MP -1 (Page 4 of 4)
<Form continues on back>
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. Hems (a) — (f) 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 James & Barbra Cottrell (South West Side) Phone No.
Address 203 Peninsula Drive, Carolina Beach, NC 28428
Name Harbour Point HOA, Inc. (North Side) Phone No.
Address PO Box 1124 Carolina Beach, NC 28428
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.
CAMA GP #70881 Dated 4/27/2018 for New Pier & Gazebo Jeff Stewart / Chartes Duncan
TOCB Building Permit# RES 18-149 Issued May 17, 2018 Charles Duncan
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 5/20/2018 Print Name Charles Duncan / Duncan Marine Contractors,
Inc. VVIR l
Signature —
RECEIVED
Please indicate application attachments pertaining to your proposed project. DCM WILMINGTON, NC
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
[]DCM MP -3 Upland Development
®DCM MP -4 Structures Information

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.
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
[]CW []SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA []YesLJNo ❑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 ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
f. (i) Does the disposal include any area in the water?
❑Yes ❑No [INA
(ii) If yes, how much water area is affected?
RECEIVED
DCM WILMINGTON, NC
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Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
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 d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
[]CW []SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA []YesLJNo ❑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 ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
f. (i) Does the disposal include any area in the water?
❑Yes ❑No [INA
(ii) If yes, how much water area is affected?
RECEIVED
DCM WILMINGTON, NC
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Form €SCM IMP- (Excavation and l=i t. Paye 2 of 31
3. SHORELINE STABILIZATION [I This section not applicable
(If development is a wood groin, use MP -4 - Structures)
a. Type of shoreline stabilization:
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: NHW efeet
pcm k[24[10
e. Type of stabilization material:
Wood
b. Length: 3101
Width:
d. Maximum distance waterward of NHW or NWL: 0' if at NHW
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.
minor
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill Riprap sandy type material (typical sandy backfill)
Breakwater/Sill Other below water level NONE
i. Source of fill material.
Truck in sand to fill behind (landward side of bulkhead) bulkhead
by way of hwy (will purchase clean sandy type material)
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
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., dragline,
controlled? backhoe, or hydraulic dredge)?
Will be brought in prior to bulkhead construction. Will seed and sod Bobcat to move around sand. Typical water jet to construct
after backfilled. bulkhead.
c. (i) Willnavi ational aids be required as a result of the project?
❑Yes L]No ®NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No [INA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
5/20/18
iy Charles Duncan DCM RECEIVED
ON, NC
QISM Applicant Name
Project Name
Applicant Signature
r gp.v??CC,AST '-0d. 1 3 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.
a. (i) Is the docking facility/marina:
❑Commercial ❑Public/Government ®Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number
2, 1
(iii) Length
60', 50'
(Iv) Width
6, 5'
(v) Floating
®Yes []No
e. (i) Are Platforms included? ®Yes ❑No
If yes:
(ii) Number 2 , 1
(iii) Length 20' 20'
(iv) Width 6' 10'
(v) Floating ❑Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
5
(ii) Number of slips existing
0
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: 36'
m. (i) Will the facility have tie pilings?
®Yes []No
(ii) If yes number of tie pilings?
3
❑7tris 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
(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
C1 Dockage, fuel, and marine supplies �]XM (IPA/It
® Dockage ("wet slips') only, number of slips: 5
❑ 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 Recreational Boats
I. (i) Will the facility be open to the general public?
❑Yes ®No
RECEIVED
DCM 'J'J1LMiNGTGN, NC
252-808-2808 :: 1-888-4RCOAST :: vvww.nccoastalmanageroen#.net revised: 12/27/06

Form DCM MP -4 (Structures, Page 2 of 4) 1
2. DOCKING FACIUMMARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: ; Location:
❑ 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. Flow 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.
L 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?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
RECEIVED
DCM WILMINGTON, NC
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes []No
," a..:=.;C0�S1a r 1,4nage,na,i t : t e-,1Sd:

Fortes DCNI.M- (Strj mores; Fagg 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
[]CW ❑SAV ❑SB
OWL ®None
p. Is the proposed 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.
13. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
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
(iii) Width
15. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable I
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 structure(s):
❑Commercial ❑Public/Government ❑Private/Community
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
RECEIVED
DCM WILMINGTON, NC
.,. w ac C0a .3 �..3 y-�,. 3. 2.zg � 1 �{ �.,% :��>3sas„ 12;2 06

Form DOS MP -4 {Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
40 plus feet both sides 185' north 206' south
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
1.650 bank to bank
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
6.0' (cDNLW
B. OTHER ®This section not applicable
a. Give complete description:
5/21/2018
Jeff Stewart Dock and bulkhead project
Project Name
Duncan Marine Contractors, Inc. / Charles Duncan
Applicant Name
—
ature
64 M4oei bf ALM U(7,1/14
RECEIVED
DCM WILMINGTON, NC
:2�2•i3#]#�-Z3vS ., p .83-Ir:CJ:+_ a i- e v � 3 e d., 1 2.9

NEW HANOVER COUNTY
f-'roperty Assessment
Profile
Sales
Residential
Commercial
Misc. Improvements
Permits
Land
Values
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Exemptions
Sub-parcel(s) Info
Original Parcel Info
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PARID: R08806-004030-022
STEWARTJEFFREYAJENNIFER 201 PENINSULA DR

NEW HANOVER COUNTY
Profile
Sales
Residential
Commercial
Misc. Improvements
Permits
Land
Values
Agricultural
Sketch
Full Legal
Exemptions
Sub-parcel(s) Info
Original Parcel Info
Print or Download x
Map Format PDF
Map Size Custom
Height 950 px Width 1600 px
(max. 2000px) (max. 2000px)
Print Export
PARID: R08806-004-030-023
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GAZEBO & FIXED DECKS +840SF
FLOATING DOCKS +970 SF
TOTAL: 1810 SF
- 360' FRONTAGE x 8 SF = 2880 SF -
MAX ALLOWABLE - 2000 SF
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DATE: 8/8/2018
PAGE: 2 OF 21 Fft 1