20170891 Ver 1_CAMA Application_20170719

Coastal Management
ENVIRONMENTAL QUALITY
2 0 1 7 0 8 9 1
ROY COOPER
Govemor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
July 18, 2017
12
TO: Karen Higgins Af
�D
401 & Buffer Permitting Unit
DWR/Water Quality Permitting JUL 1 a 2017
FROM: Heather Coats, Assistant Major Permits Coordinat D
-WATER RESOURCES
NG
NCDEQ - Division of Coastal Management 4o BUFFER PER i i
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(aD-ncdenrgov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Middle Island POA, Inc.
Project Location: end of Cape Creek Rd., adjacent to Cape Creek and the AIWW,
on Bald Head Island, Brunswick County
Proposed Project: to reconfigure an existing docking facility, replace the boat ramp,
install rip -rap, and construct a kayak launch
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by August 10, 2017. 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"
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 DATED
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Middle Island POA, Inc.
PROJECT NAME: Middle Island Dock and Boat Ramp
2. LOCATION OF PROJECT SITE: The project site is at the end of Cape Creek Road on Bald
Head Island, it includes an approximately 0.93 Acre tract with approximately 265 linear ft. of
shoreline along Cape Creek on Bald Head Island, Brunswick County.
State Plane Coordinates - Lat: 33°52'12.24"N Long: 77° 58'59.12"W
3. INVESTIGATION TYPE: CAMA/ Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Date of Site Visit — 5/25/17
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received — 6/19/17 Complete- 7/13/17
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Village of Bald Head Island
Land Classification From LUP — High Ground is Low Density Residential (Deed Restricted for
Conservation and Recreational Use) and Conservation
(B) AEC(s) Involved: ES, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — N/A Planned - N/A
(F) Type of Structures: Existing — Docking facility with boat launch
Planned - Replace and reconfigure docking facility, replace boat
ramp, add kayak launch, rip rap and vinyl sheeting
(G) Estimated Rate of Erosion: N/A Source -
HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (Coastal)
(B) Non -vegetated Wetlands
861 sq. ft.
1103 sq. ft.
(Open Water)
(shading)
220 sq. ft.
(C) Other-Highground disturbance
(D) Total Area Disturbed: 2184 sq. ft. (.05 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA/HQW Open: Yes
8. PROJECT SUMMARY: The applicant is proposing to reconfigure the existing docking facility
for a total of nine (9) slips, replace the existing boat ramp, install rip rap (including supplemental
vinyl sheeting) and construct a kayak launch at the Middle Island POA dock and boat ramp.

Middle Island POA, Inc.
Middle Island Dock and Boat Ramp
Page Two
9. PROJECT DESCRIPTION
To find the project site from the Bald Head Island Ferry Landing travel southwest on Keelson Row
and veer left onto N. Bald Head Wynd for 1.4 miles. Continue onto Federal Road and turn left onto
SE Beach Drive. Travel approximately 0.6 miles and turn left on Cape Creek Road. Follow Cape
Creek Road to the gate, which will be locked. The docking facility is located at the end of Cape
Creek Road. Contact Mr. Alan Reyner for access. He can be reached at 803-609-3417. The project
site is bordered by Cape Creek to the north and undeveloped Bald Head Conservancy Owned
marshland to the west, east and south.
Bald Head Island is part of an island group known as Smith Island, located at the confluence of the
Cape Fear River and Atlantic Ocean between Fort Fisher and Oak Island/Caswell Beach in Brunswick
County. The island is accessed by private boat or a private ferry service from Southport. This project
area is located at the End of Cape Creek Road in the northern central part of the island and encompasses
approximately 0.93 acres and averages approximately 8 ft. above normal high water (NHW).
Vegetation that exists on the property adjacent to the docking facility and boat ramp consists primarily
of native grasses, Wax Myrtles and Oak trees which transitions into Salt Meadow Grass (Spartina
patens). A storage house and gravel parking area are the only man-made uses on the high ground
portion of the tract. The adjacent Bald Head Island Conservancy property allows access to the Middle
Island POA docking facility and boat ramp via an old wooden bridge spanning coastal wetlands, which
is a tidal slough of Cape Creek. The applicant's measured shoreline is approximately 262 ft. in length,
including a 12 ft. wide concrete boat ramp. The high ground area immediately adjacent to the docking
facility is stabilized by rip rap measuring approximately 133 ft. long by 20 ft. wide (2660 sq. ft.). There
is a band of coastal wetlands along the top edge of the existing rip rap consisting primarily of Salt
Meadow Grass (Spartina patens). The remaining unstabilized shoreline is dominated primarily with
Salt Marsh Cordgrass (Spartina alterniflora).
The existing docking facility and boat ramp are for the sole use of the Middle Island POA residents.
According to the narrative, the Docking facility has been utilized by Middle Island Residents for over
35 years on a tract that is restricted for Conservation and Recreational Purposes only. The current L-
shaped docking facility has been utilized for approximately 8 boat slips along the floating dock
spines without any specific designated slip areas. The existing pier, which measures 22 ft. in length
by 8 ft. in width, and two floating docks, measuring 42 ft. in length by 5 ft. in width and 78 ft. in
length by 5 ft. in width, extend approximately 67 ft. (approximately 1/3 of the width of the
Waterbody) into Cape Creek. Cape Creek is approximately 209 ft. across in this area. The existing
48 ft. long by 12 ft. wide boat ramp is constructed of 4 ft. wide concrete sections with associated rip
rap adjacent to the ramp (see Narrative, Sheet 3 of 5 and Supplemental Drawing SD -1). The project
area is located within the Estuarine Shoreline, Estuarine Water and Public Trust Areas of
Environmental Concern (AECs).
General Permit No. 63216D was issued to Middle Island Marina Co. on March 31, 2014 to replace
the existing boat ramp and construct two associated rip rap groins. The boat ramp was permitted to
extend no more than 20 ft. below Normal High Water (NHW) and the rip rap groin was limited to 25
ft. below NHW with a maximum width of 10 ft. directly adjacent to the boat ramp.

Middle Island POA, Inc.
Middle Island Dock and Boat Ramp
Page Three
The Village of Bald Head Island Land Use Plan classifies adjacent waters as Conservation, and the
adjacent high ground portion of the project area as Low Density Residential. The waters of the Atlantic
Ocean contiguous with this portion of the Cape Fear River are classified as SA/HQW by the North
Carolina Division of Water Resources. The waters are not designated as a Primary Nursery Area (PNA)
by the N.C. Division of Marine Fisheries. They are OPEN to the harvesting of shellfish.
PROPOSED PROJECT:
The applicant is proposing to reconfigure the existing docking facility for a total of nine (9) slips,
replace the existing boat ramp, install rip rap (including supplemental vinyl sheeting) and construct a
kayak launch at the Middle Island POA dock and boat ramp. The applicant is requesting to reconfigure
the layout, creating 9 formalized boatslips, by constructing a new docking facility approximately 20 ft.
closer to the shoreline. The new configuration would extend approximately 45 ft. into Cape Creek,
which is less than'/4 width of the waterbody. Two new floating docks, one measuring 108 ft. in length
by 5 ft. in width running parallel with the shoreline and one measuring 34 ft. in length by 5 ft. in width
running perpendicular to the shoreline, would extend waterward from the existing 22 ft. long by 8 ft.
wide fixed dock creating an L shape. The new configuration would also include construction of 4
finger piers, two measuring 24 ft. in length by 4 ft. in width, and two measuring 22 ft. in length by 4
ft. in width, each extending waterward into Cape Creek from the new 540 sq. ft. floating dock. A 5 ft.
long by 5 ft. wide kayak launch has been proposed on the landward side of the new floating dock in
water depths measuring approximately -3.5 ft. at NLW. The application states that the proposed new
docking configuration would provide docking space for up to nine (9) vessels within existing water
depths ranging from — 3.5 ft. to -8.0 ft. at normal low water. (NLW) (see Sheets 3 and 4 of 5).
The applicant is also proposing two 48 ft. long by 5 ft. wide rip rap groins (480 sq. ft.), one on each
side of the existing boat ramp, extending the entire length of the existing boat ramp, which extends 10
ft. above Normal High Water (NHW). Vinyl sheeting is also proposed, with a 10 inch offset from the
ramp, not to extend more than 10 ft. above NHW in order to stabilize the existing boat ramp and prevent
scour for a total length of 48 linear ft. on each side of the boat ramp (see Sheet 3 of 5). Gravel (456
sq. ft.) is proposed beneath the boat ramp area for stabilization within the existing 48 ft. long by 12 ft.
wide footprint. The applicant states that the existing 48 ft. long by 12 ft. wide concrete boat ramp may
need to be replaced in 4 ft. wide concrete sections. All concrete would be poured on the high ground
and brought in via barge to be placed in the existing footprint. All work is proposed to be conducted
via barge from Cape Creek.
10. ANTICIPATED IMPACTS:
The proposed structures would incorporate approximately 1939 sq. ft. of Estuarine Waters and Pubic
Trust Area, of which 861 sq. ft. is already impacted by the existing boat ramp and rip rap. The proposed
structure would extend approximately 45 ft. into Cape Creek, which measures approximately 209 ft.
across in this area. The structures would be located in water depths of -3.5 ft. to -8 ft. at NLW and
would conform to the 1/4 width rule. The proposed structures would not encroach into either adjacent
15' Riparian Corridor Setback Area. Minor increases in turbidity should be expected during
construction.
Submitted by: Tara MacPherson Date: July 17, 2017 Office: Wilmington

NARRATIVE FOR MIDDLE ISLAND DOCKS AND BOAT LAUNCH
For over 35 years a .93 acre tract of Land on the western portion of Middle Island has served as a Dock
and Boat launch ramp for Middle Island Residents. It is on Cape Creek approximately 1.5 miles from the
federally maintained Cape Fear River. The .93 acre tract is owned by the Middle Island Property Owners
Association, Inc. and is surrounded by a 21.33 acre Sanctuary owned by Bald Head Island Conservancy,
Inc. The.93 acre Tract owned by the Association is restricted for Conservation and Recreational
purposes. Residences are prohibited. No development is allowed on the Conservancy property. The
docks and the boat launch ramp have not been replaced since they were installed around 1981. Due to
the extended time period and various storms over the years the docks and boat launch ramp need to be
replaced. Some flotation is missing from the existing docks and much of it is believed to be water
logged.
The construction of the docks will be typical dock construction using treated lumber. The attached
drawings reveal a more functional and practical layout and allow for a total of 9 slips. It also has the
advantage of providing that because of reconfiguring the docks and docking "Bow or Stern In" as
opposed to "Beam To" any boats that use the facility will be approximately 20 feet closer to the
shoreline as the proposed Project will not encroach as far into Cape Creek as the existing docks. We
estimate that the proposed Project will extend approximately 20% into Cape Creek. There is no
development (only marsh) or land access across from the docks on the other side of Cape Creek. The
Project is located approximately 75' on one side and 150' on the other side from the Conservancy
property and the Conservancy's Riparian Access.
The Boat Launch Ramp (12 4' wide concrete sections) has separated in several places and although
useable at high tide is in need of repair and fastening together. It is anticipated it can be repaired but
may need some additional riprap or even vinyl groins on either side running a maximum of 48' each for
stabilization and scour protection. The riprap would be 5' wide on either side of boat ramp and would
not extend beyond IG` above NHW. If vinyl sheeting is used it would be %Z" wide with a 10" offset and
would not extend more than 1Nbove NHW. In the alternative if the ramp can't be easily stabilized we
may wish to remove it and replace it with similar concrete sections or even marine lumber.
It is anticipated all work for the Docks and the Boat Ramp Launch will be done from the water by Barge.
To date no work has been done on this Project.
We also request permission to cleat off a Kayak launcher per the attached drawing. The kayak launcher
will not be permanently attached.
3 E�
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APPLICATION for
Ma1or Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Middle Island Property Owners Association, Inc.
Project Name (if applicable)
Middle Island Docks and Boat Ramp
Applicant 1: First Name
MI
Last Name
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
c/o Alan J Reyner 1837 West Buchanan Dr,
PO Box
City
Columbia
State
SC
ZIP
29206
Country
USA
:Phone No.
3 - 609 - 3417 ext.
FAX No.
803 - 254 - 1335
Street Address (if different from above)
City State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Agent/ Contractor 1: First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
Last Name
_
Mailing Address
PO Box
City
State
ZIP
Phone No. 1
-
- ext.
Phone No. Z
- - ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State ZIP
Email
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i o 19 2017

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Brunswick
End of Cape Creek Road
d. Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City
State
Zip
Middle Island
Bald Head Island
NC
28461 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
803 - 609 - 3417 ext.
Parcel ID 26000042, 1 1 ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Cape Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
SNatural ❑Manmade ❑Unknown
Cape Fear River
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.
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
Village of Bald Head
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
265.51
40,510
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
.93 acres, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
8.0 ❑NHW or ®NWL
e. Vegetation on tract
Spartina Grass,Loblolly Pine, Wax Myrtle, Red Cedar Sabal Palm, Live Oak, Yaupon
f. Man-made features and uses now on tract
Storage House and Dock, Boat ramp and Bridge.
The tract is currently and has been for approximately 35 years used as a boat ramp and docking facility for Middle Island
Residents. There is also parking for golf carts and space for boat storage on trailers and kayak racks.
g. Identify and describe the existing land uses ad acen to the proposed project site.
All adjacent land is undeveloped and cannot be developed and is owned by Bald Head Island Conservancy, Inc.and the
State of North Carolina.
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
It is restricted for Conservation or Recreational Use by
(Attach zoning compliance certificate, if applicable)
Covenants and Deed Restrictions It cannot be used for
®Yes ❑No [INA
residential purposes.
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?
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Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ONo
(ii) Are there coastal wetlands on the site? ®Yes ONo
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes NNo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Sewer does not extend to the Property. The Property per the Deed into the Appicant cannot be used for Residential
Purposes.
o. Describe existing drinking water supply source.
Village of Bald Head
p. Describe existing storm water management or treatment systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial OPublic/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
It has historically (approximately 35 years) been a Dock and Boat Launch area for Middle Island Property Owners where
39 residences presently exist on approximately 115 Buildable Lots. It will continue to serve as a Dock and Boat Launch Area
for Middle Island Property Owners.
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.
All activities will take place from the water primarily from a barge on Cape Creek. Types of equipment are: Back Hoe Track
Hoe Vibratory Hammer
d. List all development activities you propose.
Build New Docks and repair existing boat launch ramp.
"May" need a small amount of additional rip rap and gravel to stabilize Boat Launch ramp and/ or Vinyl groin to protect Boat
Ramp from Scour.
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? No Land will be disturbed ❑
Sq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes NNo ONA
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 stonnwater be discharged into a wetland? ❑Yes NNo [INA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No ONA
j. Is there any mitigation proposed? ❑Yes ❑No NNA
If yes, attach a mitigation proposal.
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Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In adtilflon to this completed application form, (MP -1) the following Items below, if appii0able, must be submitted In order for the application
package to be.00mplete. 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.
€. 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 Bald Head Island Conservancy, Inc.. Phone No. 910457-0089
Address 700 Federal Rd. PO Box 3109 Bald Head Island, NC 28461
Name State Of North Carolina Phone No. St
Address 116 West Jones Street Raleigh, NC 27603
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.
laimitaiiew &IP � �DV--,
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 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 6- I s - r 7 Print Name Middle Island Property Owners Association, Inc.
Signature Or'�cS
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ODCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
®DCM MP -4 Structures Information
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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
(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:
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?
❑Yes ❑No [:INA
(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 ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No [INA
(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?
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Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
48 per groin
Length
48
2 groins
5 per groin
Width
t�'
2 groins
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 (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:
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?
❑Yes ❑No [:INA
(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 ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No [INA
(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?
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Form DCM MP -2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION 0This section not applicable
(if development is a wood groin, use MP -4 — Structures)
a Tvne of shoreline stahilizatiore b. Lenoth: 48' alona each side of boat ramp
❑Bulkhead ®Riprap ❑Breakwater/Sill ®Other: vinyl
roin
c. Average distance waterward of NHW or NWL: 39,
e. Type of stabilization material:
There is existing rip rap along the sides of Boat Launch Ramp to
protect Ramp from Scour.
Need additional Riprap and/ or Vinyl Groin 1/2" wide with 10"
offset along each side of Ramp to protect from Scour.
In addition gravel will need to be placed under existing Boat
Launch Ramp for stabilization.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill RiprapU0
Breakwater/Sill Other Gravel 4LZ
[}
a.
Source of fill material.
Gravel and Rip Rap
DTHE'R FILL ACTIVITIES
(Excluding Shoreline Stabilization)
(i) Will fill material be brought to the site? ®Yes ❑No ❑NA
If yes,
(ii) Amount of material to be placed in the water A maximum
of 864 sauare feet of rip rap and/or gravel will be used.
(iii) Dimensions of fill area 380 so feet for Rip Rao plus
approximately.WA sa feet for gravel to be placed under Ramp
to stabilize Ramp.
(iv) Purpose of fill
We may not need any riprap as may be able to use existing
riprap along sides of Boat ramp for stabilization or in
alternative we would go with vinyl groin per above along
both sides of 48' long ramp. Will need a maximum of 384
square feet of gravel to stabilize ramp as it has become
dislodged. Anticipate using existing rip rap and existing
gravel for most of the stabilization so in actuality it should
be much much less rip rap and gravel as we will first
rearrange existing rip rap and gravel.
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Any riprap and gravel and/or vinyl groin material will be brought in
from water and be placed from Barge.
Width: Rock Groin to be maximum of 5' wide along each side of
boat ramp. Vinyl groin to be 1/2" wide with 10" offset.
d. Maximum distance waterward of NHW or NWL: 48'
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No DNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
gravel and Rip Rap
❑This section not applicable
b. (1) Will fill material be placed in 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 fill in these areas:
Riprap and/or vinyl groin will be used to stabilize and protect
on both sides of Boat Ramp. Will need a maximum +
square feet of gravel to stabilize existing boat ramp wnich
square footage includes existing gravel_ The ramp is not
believed to be in wetlands but extends from shoreline out into
water 48'. For years the area on either side of Ramp has been
covered with rip rap.
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Back hoe, Track hoe Vibratory Hammer
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equiprrlRr ojecdV E F—)
❑Yes ®No ❑NA site? ❑Yes ®No ❑NA �„ , ii
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avbit�Jr i/iirA6W NGTC)N, N
environmental impacts.
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanaggment.net revised: 12/26/06

'Form MCM MP -2 (Excavation and Fill, Page 3 of 3)
Mts
ProjectName
Middle Island Property Owners Association, Inc.
Appiftht Name
rYSj
AppliodnUSign'ature
252-808-2806 -:1-888-4RCOAST.-: www.n.ccoast.P.I.mla.n.pqpmRqt.not
E CI'I`--: i V E D
M N G TC) N, N
2017
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 FACILITYIMARINA 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
2
If yes:
(iii) Length
(1) 34 and (1) iittii '
(ii) Number
4
(iv) Width
5_0"
(iii) Length
(2) 24' and 11-2Z
(v) Floating
®Yes ❑No
(iv) Width
4_0'
(v) Floating
®Yes ❑No
e. (i) Are Platforms included? ®Yes ❑No
If yes:
(ii) Number 1
(iii) Length 15'
(iv) Width 15'
(v) Floating Wes , ]No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
9
(ii) Number of slips existing
9
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: 22'
m. (i) Will the facility have tie pilings?
®Yes ❑No
(ii) If yes number of tie pilings?
4
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
❑ Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 9
❑ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
® Other, please describe:
Kayak Launch which is not permanent and is cleated.
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open runabout
I (i) Will the facility be open to the general public?
❑Yes ®No
CNA W.!_MIN G T,1 --lel, N "
i_3 ry; E 201 f
252-808-2808 :: 1-888-4RCOAST :: wwW.nccoastalmananement.net revised: 12127/06

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
❑ Toilets for patrons; Number: ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b.
Describe treatment type and disposal location for all sanitary wastewater.
N/A
c.
Describe the disposal of solid waste, fish offal and trash.
N/A
d.
How will overboard discharge of sewage from boats be controlled?
N/A
e.
(i) Give the location and number of "No Sewage Discharge" signs proposed.
N/A
(ii) Give the location and number of "Pumpout Available" signs proposed.
N/A
f.
Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products_
N/A
g.
Where will residue from vessel maintenance be disposed of?
N/A
h.
Give the number of channel markers and "No Wake" signs proposed. N/A
i.
Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
N/A
j.
What will be the marina policy on overnight and live -aboard dockage?
No live -aboard dockage will be allowed.
k.
Describe design measures that promote boat basin flushing?
N/A
I.
If this project is an expansion of an existing marina, what types of services are currently provided?
No Services are currently provided although on shore there is acccess to water and power.
m.
Is the marina/docking facility proposed within a primary or secondary nursery area?
0 _ M '0Vl LM!h GT,,-_)hj,
®Yes []No
JJ,,A 1 9 2017
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net
revised: 12/27/06

Form DCM MP -4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
®CW arolect Is in Cane Creek ❑SAV OSB
OWL ONone
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
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from driptine dimensions.
4. GROIN (e.g., wood, sheetpi/e, etc. If a rock groin, use MP -2, &cavation and Fill.) ❑This section not applicable
a. (i) Number 2 See MP -2 We request permission to add_ 5'
wide of Rip Rap along each side of Boat Launch and or
construct 2 vinyl groins wide comprised of 1/2" vinyl
sheeting with 10" offset along each side of Boat Ramp
to protect from Scour. Vinyl Sheeting may be capped
using 4x6 on either side and 2x6 planking. Rip Rap
would not extend more than lClabove NHW and vinyl
groin would not extend more than 10b ovb a NHW
(ii) Length 48'
(iii) Width 5' if Rip rap is used. If vinyl groin is used
1/2" thick with 10" offset.
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
16. MOORING PILINGS and BUOYS ❑ This section not applicable
a. Is the structure(s):
❑Commercial ❑PubliGGovernment ®Private/Community
C. Distance to be placed beyond shoreline Proposed Dock
extends into Channel a Maximum of 52' from Shore
Note: This should be measured from marsh edge, if present.
b• Number 17 Pilings for dock.
d. Description of buoy (color, inscription, size, anchor, etc.)
_-- D
, ' i1I1 MiNGT N, N -
9 2011";
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.n_et revised: 12127106

Form DCM MP -4 (Structures, Page 4 of 4)
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
Approximately 75' from Bald Head Island Conservancy, Inc
Boundary Line
(Vote: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
219'
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.
Proximity of structure(s) to adjacent docking facilities.
Over one and one half (1.5) Miles; see 8. below
d. Water depth at waterward end of structure at NLW or NWL
NLW 8.0'
NWL 9.5'
18. OTHER ❑This section not applicable
a. Give complete description:
The covenants of Middle Island prohibit individual docks. One dock was grandfathered in approximately 40 years ago and it is
located approximately 1.5 miles away.
This proposed Dock renovation will serve the Property Owners ( currently 39 residences and at build out approximately 115
Residences ) for the forseeable future. There is one other place reserved for an additional community dock but there are no
current plans for this Dock in the foreseeable future.
Com.- > 5+1- -:2�a J -7
Date
Project Name
Middle Island Dock and Boat Launch Ramp
Applicant Name
Middle Island Property Owner's Association, Inc.
Applicant Signa (�
a'j� r�-) ��
_i°,.QED
r
9 20 17
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06

PROPOSED FLOATING DOCK 4 BOAT RAMP REPAIR
MIDDLE ISLAND NOME OWNER ASSOCIATION, INC.
BALD HEAD ISLAND, NG (MIDDLE ISLAND)
BRUNSWICK COUNTY, NG
June 13,201 "
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PROPOSED FLOATING DOCK 4 BOAT RAMP REPAIR NOTE:
MIDDLE ISLANDHOME OWNER ASSOCIATION, INC. OFF OF CREEK DIMENSIONS BASED
5RUN5WICr, COUNTY, NG GIS MAPPING
BALD HEAD ISLAND, NC- (MIDDLE ISLAND)
BRUNSWICK COUNTY, NC
EMSTINS TER AID
ELECTRICAKAL PLATFORM 65, 11
June 13,201-1 Revised July 13,201-1 page 3 or 5 APPRO X I M A15TOE' DISTANCE APPROXIMATE 015TAN
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—
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PROPOSED FLOATING DOCK 4 BOAT RAMP REPAIR
MIDDLE ISLAND HOME OWNER A550CIATION INC.
BALD HEAD ISLAND, NG (MIDDLE ISLAND)
BRUNWICK COUNTY, NG
June 13, 201'1 Page 5 of 5
PROPOSED CROSS SECTION
NOT TO SCALE
SEA LEVEL FLOATING DOCK
SEE PAGE 3 AND 4 FOR LOH, HIGH
AND AVERAGE LEVELS
NOTES:
PROVIDE PLASTIC, PILE GAPS
PROVIDE EXTERIOR PILE HOOPS HITH ROLLER
PROVIDE PIN FLEXIBLE GONNEGTORS AS REQUIRED
PROVIDE 10" "S" GLEATS
rr-
2 X 8 HOOD
DEGKING
RUB RAILS, COORDINATE
HITH OWNER'S 5ELEGTION
4" X 8" ANGLE PLATES
WITH 1/2" GARRIAGE BOLTS
2 X 10 FRAMING
2 X 6 6RO55 BRAGING
C650 FLOATS, 650 LBS. LIFT
-24" X 48" X 18"
CONFIRM GALGULATION
AND QUANTITY WITH
MANUFAGTURER5 REQUIREMENTS
ESTIMATED GAPAGITY:
10-76 SF X 35 LBS. =37,6660 LBS.
=31,6660 / 650
5-7A5 FLOATS
PROVIDE 60 FLOATS

A
PROPOSED FLOATING DOCK E BOAT RAMP REPAIR
MIDDLE ISLAND HOME OWNER ASSOCIATION, INC.
BALD HEAD ISLAND, NC (MIDDLE ISLAND)
BRUNSWICK COUNTY, NC
July 6, 2011 Revised July 13,201-1 Supplemental Drawing / 5D-1
150' (NOT TO 50 -ALE) DISTANCE TO rEXISTN& KATER AM
PROPERTY LINE AND END OF RIP RAP I �7R10'L R''�'�~
-4.1
5713
FIXED
DOCK
63'
APPROXIMATE DISTANCE
T_D2M2F Ri�P __________________ TQPwQE9F RIE -RAP______
__ _____________ ____
•._._._.-._._. -._ _.• _ EDGE OF COASTAL YMLAID� _. _._._._._._._. _._ _ I — — I — — EDGE OF COASTAL /tTlllOS
I I I
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NORI-0AL Nk9H MATER LITE -SNORE LhE I I NORIML KOH WATEit LINE - SNORE LINE
.._._._._._._. .._ _.. _ _ — _. _._._._._._._.�
__________________________________________________�
EXISnNS 20' LOND
I I ALWIRM BAN64AT
jI ExlsnW PILE
NO RIP RAP R@V>s1511111fs SCAEDUL® FOR 7HI5AREA. I I GUAMAT RAMP ND RIP RAP tSRJF0PJ1mo srA®NL® POR TNIs AREA.
SQ SWET PAGE 5 OF 5 FOR RIP RAP FOWOW N! NO7E5. I I SS SiEGT PAGE 5 OF 5 FOR RIP RAP RE ANSHINS NOTES.
I I
0011 O I
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�EXKTPIB PILE
DOLPHIN
jt1 I
REm0vE PILES a I I
r I
REMOVE ALL I r—
FLOATTNO DOCKS I J u i
SEW
REMOVE ALL PILE! I I
REMOVE ALL PILES I 1215 W "
SLIP _ _ _ _ _ SLIP 6_ _ _ _ _ IP 7 — 8 L f 3q0 5F
I
LSL
IP1_---- SLIP2 ---_ SLIP3-------_—_
78'
CONDITIONS t BOAT RAMP REFURBISH PLAN
O 5 10 20 10
S,EXISTING
I