16-18 VBHI and Everhart

Permit Number
16-18
iPermit Class
l NEW
Issued to
STATE OF NOR
TH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
Vermit
RECEIVED
FEB 19 2018
DCM- MHD CITY for
X Major Development in an Area of Environmental Concern
pursuant toNCGS 113A-118 RECEIVED
X Excavation and/or filling pursuant to NCGS 113-229 FEB 21 2018
& David
Authorizing development in Brunswick County at
Wynd & 113 Ligh ho ise Landing- Bald Head Island, as requested in the permittee's application dared 922/17 (R-1)
and 10/27/17 (MP-2) including the attached workplan drawing (1) dated 10/30117.
This permit, issued on February 12, 2018 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subiect to fines, imprisonment or civil action; or may cause the permit to be null and void.
1) The following listed individuals or entities are a party to this permit in accordance with
documentation provided by the applicant:
a. The Village of Bald Head Island c/o Chris McCall, Village Manager - PO Box 3009,
Bald Head Island, NC 28461
b. Shirley and David Everhart, 805 John Morgan Road, Gold Hill, NC 28071
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2021
Signed by the authority of the Secretary of DEQ and the
Chairman of the Coastal Resources Commission.
'V"- P/- a6w�
FvR- Braxton . Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program. Signature of Permittee

VBHI/ Shirley and David Everhart
a.
Permit No. 16-18
Page 2 of 3
ADDITIONAL CONDITIONS
Shoreline Stabilization
2) Unless specifically altered herein, this permit authorizes the installation of the geotextile fabric and
riprap armament, repair and replacement of aggregate sock stabilization, the temporary construction
access, and the grading and other land disturbing activities associated with the construction of the
shoreline stabilization project, all as expressly and specifically set forth in the attached permit
application and workplan drawings. Any additional land disturbing activities and/or construction may
require a modification of this permit. Contact a Division of Coastal Management representative at (910)
796-7215 for this determination.
3) The alignment of the geotextile fabric, riprap and repaired/replaced aggregate socks shall adhere to the
alignment depicted on the attached workplan drawings.
4) The riprap and aggregate socks shall be free from loose dirt or any pollutant. They shall be of a size and
design sufficient to prevent their movement from the approved alignment by wave or current action.
5) . The riprap material shall consist of clean rock or masonry materials such as but not limited to granite,
marl or broken concrete.
U.S. Army Corps of Engineers Conditions
6) Except as specified in the plans attached to this permit, no excavation, fill or mechanized land -clearing
activities shall take place at any time in the construction or maintenance of this project, in such a manner
as to impair normal flows and circulation patterns within waters or wetlands or to reduce the reach of
waters or wetlands.
7) Except as authorized by this permit or any USACE approved modification to this permit, no excavation,
fill or mechanized land -clearing activities shall take place at any time in the construction or maintenance
of this project, within waters or wetlands. This permit does not authorize temporary placement or
double handling of excavated or fill material within waters or wetlands outside the permitted area. This
prohibition applies to all fill activities connected with this project.
8) The permittee, upon receipt of a notice of revocation of this permit or upon its expiration before
completion of the work will, without expense to the United States and in such time and manner as the
Secretary of the Army or his authorized representative may direct, restore the water or wetland to its pre -
project condition.
9) The permittee understands and agrees that, if future operations by the United States require the removal,
relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the
Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable
obstruction to the free navigation of the navigable waters, the permittee will be required, upon due
notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or
obstructions caused thereby, without expense to the United States or the State of North Carolina.

I�
13
VBHI/ Shirley and David Everhart _PPermit
gNo. 16-18
ADDITIONAL CONDITIONS FEB 19 2018
Sedimentation and Erosion Control
DCM- MHD CITY
10) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
11) Appropriate sedimentation and erosion control devices, measures or struc shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses EQ'j>_eRI( gdilt fence,
diversion swales or berms, etc.). 0 V u
FEB 21 20�R
12) A ground cover sufficient to restrain erosion shall be provided within 3 calendar days oicompletion of
any phase of grading on cut or filled slopes. uU Ili.. "HD CITY
General
NOTE: This project area discharges to waters that are typically open to the harvest of shellfish. The
Village of Bald Head Island is asked to promptly notify the N.C. Division of Marine Fisheries -
Shellfish Sanitation and Recreational Water Quality Section by phone [phone]) or by
email ([e-mail]) whenever stormwater or floodwaters are discharged via this
drainage network to Bald Head Creek so that the effects of the discharge can be assessed on
surrounding bacteriological water quality and a determination can be made as to whether a
temporary closure of nearby shellfishing waters will be necessary.
13) No vegetated wetlands shall be excavated or filled, even temporarily, without permit modification.
14) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
15) The pemuttee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The N.C. Division of Water Resources has authorized the proposed project under DWR Project
No. 2013 0607v2.
NOTE: The U.S. Army Corps of Engineers assigned the proposed project Action Id. No. SAW-2013-
00407.

y� r
DIVISION OF COASTAL MANAGEMENT
Application Processing Notes
Applicant: 4�a
Type: (check all that apply)
New )_ Major Mod_ Permit# Minor Mod_ Renewal_ Transfer.
Permit Coordinator:
Field Re
Date Time Message
�1/7/ ($ R,v I ew eA pv, eci (nl/ Q�uoi Gor i'rrn eG{ 1 hc��
,1✓J"b(l C `
E'1 AtSt ITCGvS 1 ✓1 COn/�/C✓U�q•'�Li/j S,C,.� 0.N w fniizln, SG��{.t-te }9
�r
Sent G(J-GITi e` "` ,!W/To Ar r(v I'nA) vl' emd ,

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT: Village ojBHI and David & Shirley Everhart COUNTY: Brunswick
PROJECT NAME: Bald Head Island Drainage Way
LOCATION OF PROJECT: between 103 N. Bald Head Wynd and 113 Light House Wynd, adjacent to
Bald Head Creek, Bald Head Island, Brunswick County
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 10-26-17 ✓✓
FIELD RECOMMENDATION: Attached: NO
CONSISTENCY DETERMINATION: Attached: No
FIELD REPRESENTATIVE: Tara a Pherson /�
DISTRICT MANAGER REVIEW: �t
B) DATE RECEIVED BY MAJOR P TS UNIT:
PUBLIC NOTICE REC'D: 11-9-17 � 3i vN o, „jt h 7
ADJ. RIP. PROP NOTICES
APPLICATION ASSIGNED
C) 75 DAY
MAIL OUT DATE: 11-6-17
FEDERAL DUE DATE:
i;,j S16N'w=f 11',Ag/0
To Be Forwarded: n/a
To Be Forwarded: n/a
DISTRICT OFFICE: WILMINGTON
FEE REC'D: $400 #61499 I10/10 .✓
END OF NOTICE DATE: 11-30-17 e<"
DEED REC'D: I I 1
ON:
150 DAY DEADLINE:
STATE DUE DATE: 11-30-17
FED COMMENTS REC'D:
PERMIT FINAL ACTION: ISSUE DENY DRAFT ON
AGENCY
DATE
COMMENTS
RETURNED
OBJECTION
S:
YES NO
NOTES
Division of Community Assistance
11 (7
Division of Coastal Management-LUP Consistency
1/1 & l 8
Public Water Section (DWR)
(I (3 t7
Land Quality Section (DEMLR)
Division of Water Resources - 401 Section
) Z /Z V1-7
3 C(r D) ✓ Z
Storm Water Management (DEMLR)
I I S 17
✓
State Property Office
1 I Z'Z%l 7
/
Division of Archives & History
(i ( 7
Division of Marine Fisheries - Shellfish Section
No{ -CA. i'o.SF i)rsW
Division of Highways (NCDOT)
1 I Zr1 (7
Wildlife Resources Commission
17171111
Local Permit Officer
11 A 7117
/REGEIVED
Dept. of Cultural Res / Underwater Archaeology
Division of Marine Fisheries - DCM
I l ly (7
2017
Corps of Engineers - Regulatory Branch
n
DC M' M H Q CITY
i

W
Recommendations for State Permit — BHI Outlet Ditch Stabilization 11/3/17
It appears the proposed project is consistent with the Management Objective and Use Standards of 07H
.0207 (Estuarine Waters) and 07H .0208 (Public Trust Areas) as well as those of 07H .0209 (Coastal
Shorelines). As such, this office has no objection to the proposed work.

M4
MEMORANDUM
To: Heather Coats
From: Michael Christenbury, Wilmington District Planl4f
Subject: Consistency Determination, Major Permit Application, — David and
Shirley Everhart, Bald Head Island, Brunswick County
Date: January 18, 2018
The applicant is proposing toad Class-1 rip -rap with new geotextile fabric within an
existing drainageway outlet ditch, remover and replace the existing geotextile fabric and
aggregrate sock "soft" shoreline stabilization and the wooden headwall at the existing
outfall pipe. The project is located at 103 N. Bald Head Wynd and 113 Light House
Wynd adjacent to Bald Head Creek in the Village of Bald Head Island in Brunswick
County. -
Areas of Environmental Concern (AEC's) impacted by the proposal are ES, EW and PT.
The area is open to the harvesting of shellfish and is not a Primary Nursery Area.
I have reviewed this proposal for consistency with the Bald Head Island Land Use Plan
and offer the following comments.
The general area of the project is classified as Medium Density Residential and Mixed
Use.
In general, Bald Head Island allows development which is consistent with the State's
minimum use standards. The Village of Bald Head Island Land Use Plan contains some
policies, which exceed the State's minimum use standards. However, none of these
policies appear to be applicable to this proposal.
This project is consistent with the Village of Bald Head Island Land Use Plan.
Cc: File

Coastal Management
ENVIRONMENTAL QUALITY
November 6, 2017
TO: Mark Zeigler
Division of Community Assistance
Wilmington Regional Office
ROY COOPER
Gommor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats<cilncdenroov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Village of Bald Head Island
David and Shirley Everhart
Project Location: between 103 N. Bald Head Wynd and 113 Light House Wynd,
adjacent to Bald Head Creek, Bald Head Island, Brunswick County
Proposed Project: to stabilize an existing drainage way outlet ditch, and stabilize
the adjacent shoreline at the existing outfall pipe
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 November 30, 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: %C 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 I AlvV � tk S I'r_v' DATED 11i7Ij7
State of North Carolina I Environmental Quality [ Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215
—J

cu
Coastal Management
ENVIRONMENTAL QUALITY
6C1'
ROY COOPER
Oovemor
MICHAEL S. REGAN
secretory
BRAXTON DAVIS
Dlrecmr
November 6, 2017
Npv
TO: Heidi Cox oviso. no�4 %
Regional Engineering
Supervisor Wi P�te"be2o0 u%r,PublcWteSupply-WiRO
f%n rslj FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatscDocdenraov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Village of Bald Head Island
David and Shirley Everhart
Project Location: between 103 N. Bald Head Wynd and 113 Light House Wynd,
adjacent to Bald Head Creek, Bald Head Island, Brunswick County
Proposed Project: to stabilize an existing drainage way outlet ditch, and stabilize
the adjacent shoreline at the existing outfall pipe
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 November 30, 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 cdl/i P^t. /t �P C DATED /
RECEIVED
DCM WILMINGTON, NC
State of North Carolina I Envirunmcntal Quality I Coastal Management
127 Cardinal Drive Exl, Wilminglon, NC 28405 NOV 13 Z017
910-796-7215

Coastal Management
ENVIRONMENTAL QUALITY
November 6, 2017
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
pig
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
Dan Sams NOV
District Manager-DEMLR 7���
Wilmington Regional Office By
Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(cilncdenr.00v
Fax: [phone] [C nuo er.`04-16 33)
CAMA / Dredge & Fill Application Review
Village of Bald Head Island
David and Shirley Everhart
between 103 N. Bald Head Wynd and 113 Light House Wynd,
adjacent to Bald Head Creek, Bald Head Island, Brunswick County
Proposed Project: to stabilize an existing drainage way outlet ditch, and stabilize
the adjacent shoreline at the existing outfall pipe
Please indicate below our agency's position or viewpoint on the proposed project and
r to urirfhis forrti.fo:Heather,Coats at the address above by November 30, 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.
e SIGNED DATED I -Ay y z-Dt7
RECEIVED
DCM WILMINGTON, NC
Stale of North Carolina I Environmental Quality J Cbastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 NOV y 3 2017
910-796-7215

Coastal Management
ENVIRONMENTAL QUALITY
°November 6, 2017
SUBJECT:
Applicant:
Chad Coburn
401 Wetlands
DWR-WiRO
,,Z�V3t�7VPER
Governor
MICHAEL S. REGAN
Secretary
�gp+p.�+�/p; paps q�flayp B�pR1�TAXTON DAVIS
RECEI'VEDINCD4;RRIDW Director
NOV 0 12917
Water Quality Regional
OPOraOns ection
Wilmington Regional Office
I Heather Coats, Assistant Major Permits Coordinator
o NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatscDncdenr.gov
Fax: [phone] (Couiie 09-16-3i
CAMA / Dredge & Fill Application Review
Village of Bald Head Island
David and Shirley Everhart
Project Location: between 103 N. Bald Head Wynd and 113 Light House Wynd,
adjacent to Bald Head Creek, Bald Head Island, Brunswick County
Proposed Project. to stabilize an existing drainage way outlet ditch, and stabilize
the adjacent shoreline at the existing outfall pipe
Please indicate below your agency's position or viewpoint on the proposed project and
efum this form to Heather Coat at the address above by November 30, 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.
clot ivo-C. wrt is /9 /9 cce—
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.
1This agency objects to the project for reasons described in the attached
o ents.
SIGNED DATED ISlwf aot�
RECEIVED
DCM WILMINGTON, NC
DEC 2 12017
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405

0
Coastal Management
ENVIRONMENTAL QUALITY
;Nov/e ber 6, 2017
O:
FF1OM:
SUBJECT:
Applicant:
Georgette Scott
Stormwater Section
DEMLR - WiRO
ROY COOPER
Govern.,
MICHAEL S. REGAN
Secretary
ECEIVE
NOV 0 7 2017
tkr.
BRAXTON DAVIS
Direra.
Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
��AVI L 127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatsa),ncdenr.gov
Fax: [phone] (Courier 04-16-33)
CAMA / Dredge & Fill Application Review
Village of Bald Head Island
David and Shirley Everhart
Project Location: between 103 N. Bald Head Wynd and 113 Light House Wynd,
adjacent to Bald Head Creek, Bald Head Island, Brunswick County
Proposed Project: to stabilize an existing drainage way outlet ditch, and stabilize
the adjacent shoreline at the existing outfall pipe
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 November 30, 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: _Z This agency has no objection to the project as proposed. EA{t� /J�
"*Additional comments may be attached" `rs.pYT iecf does o �2v Ze
tlo_ cv¢rall 25°fo low den&-1 ru(e5 , ih-h�c in o-F ff&i6le� /5
This agency has no comment on the proposed project. a/ii we01.
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.
SIGNEDgZ DATED / 8
RECEIVED
State of Ninth Carolina l Environmental Quality I Coastal Management DCM WILMINGTON, NC
127 Cardinal Drive Ent,, Wilmington, NC 28405
910-796-7215 NOV 15 2017

k�­
Coastal Management
ENVIRONMENTAL QUALITY
November 6, 2017
TO: Tim Walton
Dept of Administration
State Property Office
NOV 0 9 2017
DOA
STATEPROPERTY
^rFICE
ROY COOPER
Governor
MICHAEL S. REGAN
.Secretary
BRAXTON DAVIS
Director
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats().ncdenroov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Village of Bald Head Island
David and Shirley Everhart
Project Location: between 103 N. Bald Head Wynd and 113 Light House Wynd,
adjacent to Bald Head Creek, Bald Head Island, Brunswick County
Proposed Project: to stabilize an existing drainage way outlet ditch, and stabilize
the adjacent shoreline at the existing outfall pipe
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 November 30, 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
RECEIVED
State of North Carolina [ Environmental Quality I Coastal Management DCM WILMINGTON, NC
127 Cardinal Drive Ext, Wilmington, NC 28405 NO
V OV 2 2 2017

November 6, 2017
TO:;
Renee 0.1odhill-Early,
Dept.. of'Cultura!'Resdurces
Archive,sA History
FROM:
SUBJECT:
Applicant:
Project Location:
CANA / Dredge A, Fill Application Review
Village of Bold Head Island'
David, and Shirley Everhart
Roy C00'P'ER
I :0avrmgr
MICHAEL.s. kBOAR
soeftwk
SKAXTON DAV19
Dftei&:
. Mu�
between 163 N. Beld Head-Wynd and 11 X Light House.: Wyhd,,
adjacent to Bald Head , Crook, &0 Head Island, Brunswick County
Proposed Pro a '0 /a, Ject.- to.stabilize an existing draln.ago y outlet W ditch, and st6bilfze
the adjacent shoreline at the q;(ishhgrod 1ipe,
Its 10
ft: position of Viewpoint on the proposed project and,
it the address; pbovq by November A..Mt. Ifyou have
d'pr9jedt, contact Tara MacPherson aQ9i3O)'-7'9,6-7426when
supporting data is requested_:
REOLY- This agency, has no objection to the project as proposed,
**Additional, comments maybe attached
This agency has, no comment on the proposed, projecL
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 2-� AA- — E &"-r-
J RecelVed
.- I
DEC 0 4 2017
StateofNotthC=IhmlEnyiD�entalQtWigylComWM
12ICardiWrinExt.,Wi4ak0w,NC2840ftm NOV 15 2017
910-196-7215

Coastal Management
ENVIRONMENTAL QUALITY
November 6. 2017
TO:
RECEIVED
NOV 2 9 2017
DCM- MHD CITY
Shannon Jenkins
NC DMF
Shellfish Sanitation Section
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON DAVIS
Director
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(a)-ncdenr.aov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Village of Bald Head Island
David and Shirley Everhart
Project Location: between 103 N. Bald Head Wynd and 113 Light House Wynd,
adjacent to Bald Head Creek, Bald Head Island, Brunswick County
Proposed Project: to stabilize an existing drainage way outlet ditch, and stabilize
the adjacent shoreline at the existing outfall pipe
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 November 30, 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: �_ Thi enc has no objection to the proj.ect as proposed.
*`Additional commen a 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.
Foe-AF VdV kaiAres
SIGNED DATED j 1- 9 r T 7
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Eat., Wilmington, NC 28405
910-79&7215

?'> ROY COOPER
Governor
MICHAEL S. REGAN
Marine Fisheries Secretary
ENVIRONMENTAL QUALITY BRAXTON C. DAVIS
Director
November 15, 2017
TIF9 uaC_NT1iii
TO: Heather Coats, Assistant Major Permits Coordinator
Division of Coastal Management
From: Andrew Haines,
Environmental Program Supervisor
Through: Shannon Jenkins, Section Chief
Shellfish Sanitation & Recreational Water Quality
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Village of Bald Head Island
Project Location: Between 103 North Bald Head Wynd and 113 Light House Wynd,
Adjacent to Bald Head Creek, Bald Head Island, Brunswick County
Proposed Project: To stabilize an existing drainage way outlet ditch, and stabilize the
adjacent shoreline at the existing outfall pipe.
We do not have any comments on the potential project proposed within this
permit application. However, we wanted to take this opportunity to re-emphasize
to the applicant that this stormwater outfall drains to waters that are typically
open to the harvest of shellfish. It is important that the Village of Bald Head
Island provide prompt notification to the Shellfish Sanitation and Recreational
Water Quality Section by phone [phone]) or by email
(andrew.haines(a)ncdenr.gov) whenever stormwater or floodwaters are
discharged via this drainage network into Bald Head Creek, so that we can
assess the effects of the discharge on surrounding bacteriological water quality
and determine if a temporary closure of nearby shellfishing waters will be
necessary.
State of North Carolina I Division of Marine Fisheries
3441 Arendell Street I P.O. Boz769 I Morehead City, North Carolina 28557
252-726-7021

N
Coastal Management
ENVIRONMENTAL QUALITY
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
RECEIVED
November 6, 2017 NOV 17 2011
NC DOT
TO: David Harris DISTRICTS
NC DOT
Roadside Environmental Unit
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(a)-ncdenrpov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Village of Bald Head Island
David and Shirley Everhart
Project Location: between 103 N. Bald Head Wynd and 113 Light House Wynd,
adjacent to Bald Head Creek, Bald Head Island, Brunswick County
Proposed Project: to stabilize an existing drainage way outlet ditch, and stabilize
the adjacent shoreline at the existing outfall pipe
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 November 30, 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**
XThis 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 n�Qwl w✓+' DATED 113%/i
RECEIVED
DCM WILMINGTON, NC
State of North Carolina I Environmental Quality I Coastal Management NO
127 Cardinal Drive Ext., Wilminbrton, NC 28405 2017,
910-796-7215

Coastal Management
ENVIRONMENTAL QUALITY
November 6, 2017
TO:
Maria Dunn
NC Wildlife Resources Commission
For WiRO
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 2a405 heathecec
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Village of Bald Head Island
David and Shirley Everhart
ROY COOPER
corer
MICHAEL S. REGAN
&e Tary
BRAXTON DAVIS
Direclor
Nov 2017
Project Location: between 103 N. Bald Head Wynd and 113 Light House Wynd,
adjacent to Bald Head Creek, Bald Head Island, Brunswick County
Proposed Project: to stabilize an existing drainage way outlet ditch, and stabilize
the adjacent shoreline at the existing outfall pipe
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 November 30, 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 _�� -jib_ DATED 17 Lz 1�I1-
r� EC -,.VEZC)
D00 WILMINGTON, NC
State dNoah Carolina I Environmental Quality I Coasts[ Management D E C 2 2 2017
127 Cardinal Drive E#., Wihningtoq NC 28405
910-796-7215

kq
Coastal Management
ENVIRONMENTAL QUALITY
November 6, 2017
TO. Stephen Boyett
Local Permit Officer
Village of Bald Head Island
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON DAVIS
Director
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(o)ncdenroov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Village of Bald Head Island
David and Shirley Everhart
Project Location: between 103 N. Bald Head Wynd and 113 Light House Wynd,
adjacent to Bald Head Creek, Bald Head Island, Brunswick County
Proposed Project: to stabilize an existing drainage way outlet ditch, and stabilize
the adjacent shoreline at the existing outfall pipe
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 November 30, 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**
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
omments. 9
DATED Z ZOj�
RECEIVED
DCM WILMINGTON, NC
State of Nonh Carolina [ Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 NOV 2 7 2017
910-796-7215

M
C6d§ , W1 ,444099ement
ENVIR( - - �?�MMC A-LQVAqTY
November 6, 2011
'to: �
Curt Weychert I
Fisheries Resource Specialist
MHC-DCM
FROM: Heather Coats, Assistant Mbijdf Permits Coor,din',
NCDEQ,=Division of'-CoastalM,anegement, -
1127,Cardin ' if Drive Ext. ,,'W- Ifni.. NC?8405.THeaMS
Fax: [phone]fq-670�RFAT-
"7-
SUBJECT: CAMA ADredge & Fiji, Application Review
Applicant:M11446 of bald Hdad.lstarid
-D Vld'.a—n,d,� , �/ , ii Everhart, . .
RO,Y, coopEkonwrRur
REGAN
SenreIwy
.BRAXTON DAVIS
Doccitir
Firolecti-6caillon: between 1.03 N. Bald, Head Wyndand 111 Light House Wynd, adjacent to Bald Head Cieek Bald Head island, Brunswick County
Ptdposiedpiqlect. to stabilize, anexistin drainage way. autlet�jitch, g thage and stabilize
the' a'djdddiit;shbr6lihi§"at; the ,existing .ou blipipe
I 1 --1
Th i i a g 46cy' has n- o,- o' bi e'c t 1 1 on , to_the.project is proposed.
me I,,,
"Additio'na'i6orn ntspaybe.attecli'd
I - I . .1, , p
This, agency has no comment'on the proposed project,
This agency approves, of the projectonly if the recommended changes
are; inc,6rporated: See attached.
Th*,agency objects to the project for reasons described �inr the attached,
comments'
SIGNED Rece$g
.518
NOV 1.4211V
State OfNotthcmlina I Enviia=ental Quality, I Caww!MWA
127CardMDriwU',Wfl0on� Wilmington, N028M
MM tIT-Y
910t796-7215

Coastal Management
ENVIRONMENTAL QUALITY
January 9, 2018
Village of Bald Head Island
c/o Mr. Chris McCall
PO Box 3009
Bald Head Island, NC 28461
Dear Mr. McCall:
ROY COOPER
QOV~
MICHAEL S. REGAN
saawary
BRAXTON C. DAVIS
Dhwaar
This letter is with reference to your application for a Coastal Area Management Act Major
Development permit, to undertake development activities at property adjacent to Bald Head
Creek, between 103 N. Bald Head Wynd and 113 Lighthouse Wynd, Bald Head Island,
Brunswick County.
Additional time is needed for this office to complete the review and make a decision on your
request. Therefore, it is necessary that the standard review time be extended. An additional 75
days is provided by G.S. I I3A-122(c) which would make March 25, 2018, the new deadline for
reaching a decision on your request. However, we expect to take action prior to that time and will
do so as soon as possible. In the interim, if you have any question on the status of your application,
do not hesitate to contact me by phone [phone] or e-mail at: [e-mail].
Sincerely,
Heather Coats
Assistant Major Pemuts Coordinator
cc: Wilmington Files
MHC Files, 911
Dana Lutheran, Agent
State of North Carolina I Environmental Quality I Coastal Management
Wilmington Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
%07967215
RECEIVED
JAN 17 2018
DCM- MHD CITY

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Village of Bald Head Island/ David and Shirley Everhart
PROJECT NAME: Bald Head Island Outlet Ditch Stabilization
2. LOCATION OF PROJECT SITE: The project site is located at 103 N. Bald Head Wynd and 113
Light House Wynd adjacent to Bald Head Creek on Bald Head Island.
State Plane Coordinates - Lat: 33052122.67"N Long: 77° 59'58.53"W
3. INVESTIGATION TYPE: CAMA/ Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Date of Site Visit — 10/6/17
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received — 9/25/17 Complete- 10/26/17
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan —Village of Bald Head Island
Land Classification From LUP — Medium Density Residential/Mixed Use
(B) AEC(s) Involved: ES, 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 residence and man-made ditch with
geotextile fabric and aggregate sock shoreline stabilization.
Planned - Install geotextile fabric overlain with Class 1 rip rap,
replace existing shoreline stabilization and replace wooden
headwall at existing outfall pipe.
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (Coastal)
(415 sq. ft. replaced)
(B) Non -vegetated Wetlands
4065 sq. ft.
(Open Water)
(C) Other-Highground disturbance
(701 sq. ft. replaced)
2650 sq. ft.
L,450 sg _n
(Temporary Impacts)
(D) Total Area Disturbed: 9281 sq. ft. (.21 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA/HQW Open: YES (Bald Head Creek)
8. PROJECT SUMMARY: The applicant is proposing to add Class 1 rip -rap with new geotextile
fabric within an existing drainageway outlet ditch, remove and replace the existing geotextile fabric
and aggregate sock "soft" shoreline stabilization and the wooden headwall at the existing outfall
pipe. RECEIVED
NOV 0 7 2017
DCM- MHD CITY

Village of Bald Head Island
David and Shirley Everhart
Page Two
9. PROJECT DESCRIPTION
The project is located off of North Bald Head Wynd, adjacent to Bald Head Creek, on Bald Head Island,
in Brunswick County. To find the project site from the Bald Head Island ferry terminal, travel south on
Marina Wynd to North Bald Head Wynd. The subject property will be located on the left between 113
Light House Wynd and 103 N. Bald Head Wynd.
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 is located
within an existing drainage ditch adjacent to Bald Head Creek that runs along the property line between
113 Light house Wynd, which is owned by the Village of Bald Head Island, and 103 N. Bald Head Wynd,
which is owned by David and Shirley Everhart.
This project area is located in the north-western part of the island and the gravity outlet pipe is fed by the
lagoon system that drains approximately 550 acres and provides irrigation for the golf course. The
gravity outlet pipe is the main discharge point during large storm events. The pipe drains directly to Bald
Head Creek through the drainage ditch. The site encompasses approximately 0.89 acres and the high
ground averages approximately 8`above Mean High Water (MHW). Vegetation that exists on the property
adjacent to the drainageway consists primarily of Wax Myrtles, Oak trees, Yaupon and Palmetto Palms.
The banks of the ditch vary from approximately 3'- 6' in height and are sparsely vegetated due to the
steep slope and erosion of the banks. Coastal wetland vegetation is absent from the banks of the ditch and
the project area, but Salt Marsh Cordgrass (Spartina alternii fora) is present at the mouth of the ditch
adjacent to Bald Head Creek. Due to the changes in elevation along the ditch, it appears normal high
water may only extend mid -way up the ditch, but surveyed elevations show mean high water extending
up to the culvert at road. The existing 36" stormwater outlet pipe, which drains water from the upstream
lagoon systems, and associated retaining wall are located at the upper reach of the drainage ditch.
According to the applicant, rainfall from Hurricane Matthew resulted in significant erosion of the sides
and bottom of the ditch.
The Village of Bald Head Island property on the western side of the project site is undeveloped and the
Everhart property on the eastern side of the project site contains a single-family residence. The ditch is
connected to the island's freshwater lagoon system by means of a culvert under North Bald Head Wynd
with a water control structure located on the south side of North Bald Head Wynd. Water is typically
discharged from the lagoon through the ditch only during times of high rainfall (see Narrative).
State Permit No. 90-13 was issued to Shirley and David Everhart, Bald Head Limited and the Village of
Bald Head Island on August 2, 2013 for shoreline stabilization, this permit expired on December 31,
2016. According to the application, the Jurisdictional Determination (JD) for this project expired on
March 18, 2017 and a new JD is being requested. The existing drainageway is currently stabilized with
"soft" armoring including geotextile and aggregate socks. The aggregate/ media socks were installed for
permanent re -vegetation of the affected areas along 100 linear feet of bank along the east side of the ditch
and along 175 linear feet of bank to the west. According to the applicant, extreme rain events have
caused bottom and slope erosion depositing sediment into downstream wetlands and Bald Head Creek.
Hard structures are now being proposed in addition to replacing the existing shoreline stabilization and
RECEIVED
NOV 0 7 2017
DCM- MHD CITY

Village of Bald Head Island
David and Shirley Everhart
Page Three
the wooden headwall at the existing outfall pipe to protect adjacent property and structures from further
erosion of the bank. (see Lagoon 6 Outlet Ditch Stabilization Report and Narrative).
The waters of the Bald Head Creek are classified as SA by the North Carolina Division of Water Resources.
The waters in this area 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 add Class I rip -rap with new geotextile fabric within an existing drainageway
outlet ditch, remove and replace the existing geotextile fabric and aggregate sock "soft" shoreline
stabilization and the existing outfall pipe wooden headwall. The application states that work would begin
downstream of the project limits. Access to the site is proposed off of North Bald Head Wynd. A bob cat
would be used to construct a temporary 15 ft. wide by 30 ft. long gravel construction entrance for work.
Proposed work includes placing new Class-1 rip rap over geotextile fabric using a bobcat or similar
machinery from the proposed Lighthouse Wynd staging area. According to the applicant, the project would
include armoring the bottom, and portions of the bank, of the drainage ditch in an area measuring 350 linear
ft. in length by an average of 19.2 ft. in width with approximately 6,715 sq. ft. of rip rap. Approximately
4, 065 sq. ft. of rip rap would be placed above MHW and 2,650 sq. ft. of rip rap would be placed below
MHW. The applicant is also proposing to re -install the geotextile socks filled with aggregate and media as
shoreline stabilization to allow re -vegetation of the steep ditch banks that have eroded. The socks measure
12" and 18" in approximate diameter and were stacked to a varying height between 3.5 and 6 feet. As
proposed in State Permit No. 90-13, the socks would be installed along 100 linear feet of bank along the
east side of the ditch and along 175 linear feet of bank to the west (see Sheet I of 1). Geotextile fabric
would be installed under the socks for additional stabilization. Approximately 1000 sq. ft. of additional
high ground would be temporarily disturbed. Lastly, the applicant is proposing to replace the existing 8 ft.
wide and 5 ft. tall wooden headwall at the existing outfall pipe in the same footprint.
All work is proposed to begin downstream from the outlet pipe and will move upstream along the entire
length of the bottom of the ditch and along portions of the banks as outlined in the project drawings. The
applicant states that the project would protect adjacent land and structures from slope failure A scour pad
has not been proposed and the drainage pipe would not be replaced. No upland development landward of
the drainage ditch has been proposed. An Alternative Analysis is presented in the Narrative for review.
The applicant is proposing construction restrictions during rain events, a September through April time -
period for construction and erosion control in the form of silt fence and jute baffles during construction (see
Narrative).
10. ANTICIPATED EVIPACTS:
The proposed rip rap development would fill up to 2650 sq. ft. of high ground, and approximately 4065
square feet of public trust area and estuarine waters with new rip rap material. The existing aggregate
sock shoreline stabilization replacement would impact 685 square feet of high ground, and approximately
415 square feet of public trust area and estuarine waters. The project would also result in the temporary
disturbance of approximately 1,450 sq. ft. of high ground for a construction staging area. The work would
likely result in a temporary increase in turbidity.
Submitted by: Tara MacPherson Date: November 3, 2017 Office: Wilmin on
�ECEIVED
NOV 0 7 2017
DCM- MHD CITY

Village of Bald Head Island Drainage Way S�GI
DCM MPA
APPLICATION for
Major Development Permit
(last revised 12/27106) North Carolina DIVISION OF COASTAL MANAGEMENT
ryApplicant/Landowner lnjorm
Business Name. Village of Bald Head Island (Village Manager)
Project Name (if applicable): Bald Head Island Drainage Way
Applicant 1 (Tract A), First Name: Chris
MI:
Last Name: McCall
Applicant 2 (Tract B), First Name: David & Shirley
MI
Last Name: Everhart
If additional applicants, please attach an additional pages) with names
listed. (please see Appendix Afar Everhart
Mailing Address Applicant 1 Village of Bald Head Island
PO Be. 3009
City Bald Head Island
I StateNC
ZIP: 28461
Country: USA
Mailing Address Applicant 2: 805 John Morgan Road
City: Gold Hill
State: NC
ZIP: 28071(USA)
Email . cmccall a,cilhwebhi.or¢ and shirlevecerhartu,hotmail.eom Phone No.. [phone] (Chris) & [phone] (Shirley)
Effwwcontracror Informal .,..I;.
Business Name: Southern Environmental Group, Inc. (SEGi)
Agent/ Contractor 1, First Name: Dana
MI: A.
Last Name. Lutheran
Mailing Address: 5315 South College Road, Suite E
PO Box: NA
City:Wilmington
State: NC
ZIP: 28412
Phone No. 1: 910.452.2711
Phone No. 2: 910.228.1841 (preferred)
FAXNo.: NA
Contractor#: NA
Street Address (if differentfrom above) NA
City
State
ZIP
Email: i lutherama),seei.us
County (can be multiple) Street Address
State Rd. #
Brunswick In between 103 N. Bald Head Wynd and 113 Light House Wynd NA
Subdivision Name
City
State
Zip
Village of Bald Head Island
Village of Bald Head Island
NC
-
Phone No.
Lot No (a) (f many, attach additional page with list)
NA
2604CO1801 and 2600000518
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Lower Cape Fear River Basin
Bald Head Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
Natural anmade Unknown
Cape Fear River
e. Is proposed work within city limits or planning jurisdiction?
f If applicable, list the planningjunsdiction or city limit the proposed work falls
Yes No
xidun.
Village of Bald Head Island
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Sim of entire tract (sq.ft)
NA
0.89 AC / 38,768 SFRFr
RECEIVED
NOV O 7 2017 DCM WILMINGTON, NC
Page 1 of 11 (9/22/17) SEP 2 5 2017
DCM- MHD CITY

Village of Bald Head Island Drainage Way 5E-Gi
c. Size of individual lot(s)(/f many lot sizes, please attach additlonalpage with a
d. Approximate elevation of tract above NHW (normal high water) or NWL (normal
list) NA
water level) 8' Ili or NWL
e. Vegetation on tract
From the upper reach of the feature to where the landscape fans out and becomes more stable, mature woody species, such as magnolia
(Magnolia virginiana), wax myrtle (Morelia cerijera), red maple (Ater rubrum), live oak (Quercus virginiana) and palmetto palm (Sabal
palmetto), along with viney vegetation including grape vine (Vitas riparia), line the banks. The lower reach transitions into coastal marsh,
where giant cordgrass (Spartina cynosuroides) and Spartlna alternaJlora are prominent.
f. Man-made features and uses now on tract
At the very upper reach of the drainage feature is a 36" stormwater outlet pipe, with associated retaining wall. This pipe allows stormwater
to discharge out of the upstream pond (#6). Otherwise, there are no man-made features within the project boundaries.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Land use adjacent to the project site is residential.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable inning?
PD-3
(Attach zoning compliance certificate, if applicable)
Yes No
j. Is the proposed activity part of an urban waterfront redevelopment proposal? Yes
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. Yes No N
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a National Register listed or Yes No NA
eligible property?
m. (i) Are there wetlands on the site? es No
(ii) Are there coastal wetlands on the site? Ye No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? (Attach documenmtron, if available) No
n. Describe misting wastewater treatment facilities.
NA to this project
o. Describe existing drinking water supply source.
NA to this project
p. Describe existing storm water management or treatment systems.
NA to this project
a. Will the project be for commercial, public, or private use? Commercial Public/Government
ivate/Cotnm
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The drainage feature will continue to serve as the main discharge point for stormwater.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type of equipment and where it
is to be stored.
A bob cat or similar machinery will be used to remove the existing geotextile and aggregate socks, as well as debris from the bottom of the
Swale. Starting at the furthest downstream point of the project limits and working upstream, toward the outlet pipe, geotextile filter
fabric, overlain with Class-1 rip rap, will be placed in select areas along the banks and along the entire length of the bottom of the Swale.
Machinery and material will be stored in the right of way on Lighthouse Wynd (please see Appendix A for details).
d. List all development activities you propose.
This permit application is solely for the proposed stabilization of the drainage feature. No upland development is proposed with this
application.
e. Are the proposed activities maintenance of an existing project, new work, or both?
Maintenance of an existing project. A CAMA Major Permit was obtained to stabilize the slopes of the feature, but the stabilize efforts failed
during extremely heavy rain events.
M }},
f What is the approximate total disturbed land area resulting from the proposed project?
• `��^' -- KtGtIVtU
DCM WILMINGTON, NC
Page 2 of 11 (9/22/17) NOVA 0 7 2017
SEP 2 5 201Z
DCM• MHD CITY

Village of Bald Head Island Drainage Way J LAUI
g. Will the proposed project encroach on any public easement, public access way or other area that the public has established use of?
Yes No NA
It. Describe location and type of existing and proposed discharges to waters of the state.
Currently treated stormwater is discharged into the drainage ditch through the existing 36" perforated concrete pipe (PCP) and from
surface runoff from the adjacent lots. Neither any new discharge points nor an increase in stormwater discharge are being proposed with
this application.
i. Will wastewater or stormwater be discharged into a wetland? Yes Q 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 NA
If yes, attach a mitigation proposal.
6. Additional Information
In addition to this completed apphcanon fbrp7€. - HCnrt' dpp so be complete.
Items (a) - (0 am always applicable to any mq/or development application. Please consult the application ineurucnon booklet on how to properly prepare the required
a. A project narrative. (See Appendix A)
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the proposed projectis any
portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and proposed.
(See Appendix B)
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. (See Appendix C)
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. (See Appendix D)
e. The appropriate application fee. Check or money order made payable to DENR. (See Appendix E)
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. f� Q ( t2
Name YJ*Vu�
C,� • vi �� y�
Address �\ w-
g. A list of previous state or federal perfnitsisiued for work on the project tract. Include pernaft numbers, permittee, and issuing dates.
CAMA Major Permit #90-13 was issued to The Village of Bald Head Island and expired 31 December 2016 (See Appendix G).
It Signed consultant or agent authorization form, if applicable. (See Appendix H)
i. Wetland delineation, if necessary. The JD, issued under SAW-2013-00407, expired 3/18/17. Data sheets and other supporting information have
been submitted to the USACE for review and issuance of a new JD.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by properly owner) NA
k. Astatement of compliance with the N.0 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. NA
"MAWNDWand PeAdision to
1 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 22 September 2017 Print Name Dana A. Lutheran for the Village of Bald Head Island
Signature
Please indicate application attachments pertaining to your proposed project.
DCM MP-2 Excavation and Fill Informatio
DCM MP-3 p an eve opment
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
RECEIVED
NOV 0 7 2017 DCM W RECEIVED
Page 3 of 11 (9/22/17) MINGTON, NC
DCM- MHD CITY SEV 2 6 NIL

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this forth to Joint Application for CAMA Major Permit, Forth 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 he nivan in fwwt
Access Channel
Other (excluding
(NLW or f1WL)ENA
Boat Basin
Boat Ramp
Rock Breakwater
Shoreline
stabilization)
Length
NA
NA
NA
NA
Width
NA
NA
NA
NA
Avg. Existing
Depth
NA
NA
NA
NNAJMW
Final Project
Depth
NA
NA
NA
Same
a. Amount of material to be excavated from below NHW or NWL in cubic b. Type of material to be excavated.
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
wetands (WL)? If any boxes are checked, provide the number of
square feet affected.
CW _ SAV SB
WL None
III) Describe the purpose of the excavation in these areas: Excavation
is necessary to install utility lines along Battleship Road NE and U.S.S
North Carolina Road (see Appendix B Page
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area?
Yes No NA
(i) If no, attach a letter granting permission from the owner.
d. (i) Will a disposal area be available for future maintenance?
Yes No NA
(ii) If yes, where?
e. (i) Does the disposal area include any coastal wellands/marsh (CW), f. (i) Does the disposal include any area in the water?
submerged aquatic vegetation (SAV), shell bottom (SB), or other Yes No NA
wetlands (WL)? If any boxes are checked, provide the number of
square feet affected. Ili) If yes, how much water area is affected?
CW _ SAV _ SB_
WL _ None—
(n) Describe the purpose of disposal in these areas:
a. Type of shoreline stabilization: b. Length: 350 LF
Bulkhead Cire Breakwater/Sill Other: Width: -19.2'
c Average distance waterward of NHW or NWL: 11_6' d. Maximum distance waterward of NHW or NWL: 11.6'
e. Type of stabilization material:
Geotextile lining will be installed and overlain with Class 1 Rio-
f. ( Has there been shoreline erosion during preceding 12 months?
es No NA
(ii) If yes, slate amount of erosion and source of erosion amount
information. Approximately 150 CY of sandy material was washed
downstream during the last heavy rain event (Oct 2016)
9 Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead ball — Riprap 4.069 SF Class 1 Rip -Ran { i EC 17 l V E D
Breakwater/Sill _ Other
I. Source of fill material. Class-1 rip rap DCM WILMINGTON, NC
1
RECEIVED OCT 2 7 2017
Bald Head Island Drainage Way (10/214UV 0 7 2017
DCM- MHD CITY

(i) Will fill material be brought to the site? b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
Yes No NA submerged aquatic vegetation (SAV), shell bottom (SS), or other
If yes, wetlands (WQ? If any boxes are checked, provide the number of
square feet affected.
Qi) Amount of material to be placed in the water CW SAV SIB
(III) Dimensions of fill area Wt None
(iv) Purpose of fill
(ii) Describe the purpose of the fill in these areas:
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)?
The fill material (i.e. class-1 rip rap) is not anticipated to be Bob cat mini -excavator
affected by erosion. However, silt fence and iute baffles will
be installed to control sediment that may be disturbed during
the construction process.
(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.
Date 27 October 2017
Project Name Bald Head Island Drainage Way
Applicant Name Village of Bald Head Island
Applicant Signature /`�—,�(, de.,
(i) Will wetlands be crossed in transporting equipment to project sae?
Yes No NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
RECEIVED
NOV 07
MHD CITY

Village of Bald Head Island Drainage Way CAMA Major Permit 5E-Gi
Project Narrative
Property Characteristics
1. Applicants: Tract A - Bald Head Island Limited, LLC (see Attachment 1)
Tract B - Everhart, Shirley & David (see Attachment 1)
2. Parcel IDs: Tract A: 2600000518 (see Attachment 1)
Tract B: 2604CO1801 (see Attachment 1)
3. Wetlands and waters of the US (WOTUS): The subject drainage feature is a WOTUS, more specifically
relatively permanent water (RPW), non -stream (DWR, Mr. Chad Coburn) that drains directly into Bald
Head Creek.
4. Receiving stream name and classification: The site abuts and drains to Bald Head Creek, which has been
classified as SA; HQW by the NC Division of Water Resources (see Attachment 2)
5. Historical significance of property: Tract A has some historical significance, which will be discussed
later in the project narrative.
6. Primary Nursery Area (PNA): Work is not proposed within waters classified as PNA (see Attachment 3).
7. Essential Fish Habitat: Work is not proposed to take place within waters that would provide essential fish
habitat.
Project History
In August of 2013, this project received Division of Coastal Management authorization, in the form of a CAMA
Major Permit and Dredge and Fill permit (CAMA Major Permit # 90-13), for the installation of the geotextile and
aggregate socks and the grading and other land disturbing activities associated with the construction of the
shoreline stabilization project. The work took place soon thereafter.
Before soft armoring stabilization efforts
After soft armoring stabilization took place (2014):
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WILMINGTON, NC
NOV 0 7 2017 0 C T 2 7 2017
Page 1 (10/27/17bcm— MH® CITY

Village of Bald Head Island Drainage Way CAMA Major Permit 5r-Gi
Since that time, extreme rain events have caused the bottom to erode and slopes of the feature slough,
jeopardizing the integrity of the structure on Tract B and depositing lifted sediment into downstream wetlands and
Bald Head Creek. The following photos depict the current condition of the feature and the effects on Bald Head
Creek (2016).
The existing CAMA Major Permit and Dredge and Fill Permit expired on 31 December 2016. The N.C. Division
of Water Quality has authorized the proposed project under DWR Project No. 13-0607. The U.S. Army Corps of
Engineers assigned USACE AID No SAW-2013-00407 to the project. The previously issued Jurisdictional
Determination expired on 18 March 2017. Thus a new JD is being sought with the requested permits. The
required forms and supporting information have been sent to the USACE directly.
Purpose and Need
The lagoon system on Bald Head Island is an interconnected system of fresh water lagoons that capture and hold
most of the stormwater runoff for Stage I of the island. This system was developed prior to stormwater best
management practices.
There are approximately 550 acres draining to the lagoon system, which has only one 36" historical outlet pipe.
With freshwater as a commodity on BHI, most of the rainwater runoff is stored in the lagoon system for golf
course irrigation. This 36" outlet pipe has a riser structure on the upstream side to prevent salt water intrusion into
the freshwater system and an outlet ditch on the downstream side that drains to Bald Head Creek. The existing
36" outlet pipe typically only discharges in very large storm events and is the only gravity outlet on the island. In
recent years, several extreme rain events, the most recent being Hurricane Matthew, overwhelmed the lagoon
system, resulting in significant erosion of the bed and banks of the drainage swale.
The purpose of this project is to hard armor the bottom and portions of the banks of the feature, between Tracts A
and B, which is necessary to protect adjacent land and structures from slope failure that is anticipated to take place
should the proposed work not take place.
Proposed Work
Access will be off North Bald Head Wynd and equipment will be stored within the right of way of Lighthouse
Wynd. A bobcat will be used to bring the material into the work area. RECEIVED
NOV 0 7 2017
Page 2 (10/27/17) DCM- MHD CITY

Village of Bald Head Island Drainage Way CAMA Major Permit 5E-Gi
A bob cat or similar machinery will be used to install the construction entrance, which is necessary to provide
stable access to the work area. Then, starting at the furthest downstream point of the project limits and working
upstream, toward the outlet pipe, debris, such as limbs and other obstructions, will be removed from the bottom of
the swale. Next, geotextile filter fabric, overlain with Class -I rip rap, will be placed in select areas along the
banks and along the entire length of the bottom of the swale. Approximately 350 linear feet of RPW (i.e. area
below the NHW line) will be lined with geotextile filter fabric and Class-1 rip rap, which will result in the filling
of 4,065 square feet (0.093-acre) of the RPW. Additionally, geotextile filter fabric and Class -I rip rap will be
extended from the RPW fill, on average, 3' above the MHW line, resulting in 2,650 square feet (0.06-acre) of
upland fill. In total, 6,715 square feet of rip rap will be installed.
The existing geotextile and aggregate socks will be put back in place, as per the previously issued CAMA Major
Permit. The remainder of the area will remain in its natural state. Please refer to Attachment 4, entitled "Lagoon 6
Outlet Ditch Stabilization Report", prepared by Coastal Land Design, PLLC, for details of the proposed work.
According to the engineer, the rip rap has been sized to handle the pipe discharge, and no rock will be dislodged,
thus a scour pad is not necessary. The existing 36" pipe is in good shape and does not require any work at this
time. Land disturbing activities (i.e. disturbance of the rootmat) consist of constructing the construction entrance.
The debris generated from this project, which is anticipated to be minimal, will be handled by the Village of Bald
Head Island.
Alternative Analysis
The Applicants explored many different alternatives to determine which would be the least environmentally
damaging alternative (LEDPA):
Alternative L Gravity Outlet — Southeast of Current Outlet
A review of constructing an alternative gravity flow outlet, from Lagoon 6 to the closest creek outlet, would look
like the image below. It would be a piped system discharging directly into the BHI Creek tributary as the creek
frontage consists of developed lots and there isn't an existing easement that would accommodate the width of a
ditch. This configuration would require approximately 675 linear feet of 36" to 48" piping (or some configuration
of multiples of smaller pipes) to accommodate the existing outlet's flow rate. Not only would this option be
extremely costly for an isolated island with all construction material begin shipped on -site, it would also
necessitate the cutting of the golf course and North Bald Head Wynd. North Bald Head Wynd is the busiest and
most heavily traveled road on the island. Ultimately this outlet system would result in a piped discharge point into
the BHI Creek tributary and would require an extensive velocity dissipater at the end of the system. For these
reasons, this alternative is not the least environmentally damaging alternative.
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of Bald Head Island Drainage Way CAMA Major Permit
5E.Gi
Alternative Z Gravity Outlet — Northwest of Current Outlet to Marina
A review of constructing an alternative gravity flow outlet from Lagoon 6 to the BHI Marina would look like the
image on the following page. It would be a piped system from the existing outlet pond to the BHI Marina along
the existing road right -of way. This configuration would require approximately 1,700 linear feet of 36" to 48" of
storm drain piping (or some configuration of multiple smaller pipes) to accommodate the exiting outlet's flow
rate. This option would be both extremely costly and highly disruptive to the Island's transportation system. The
shown storm drain corridor (the roadway ROW) handles all transportation to and from the island and typically
this large pipe construction is both slow and requires a large footprint. Consideration would also have to be given
to the marina bulkhead and the structural impact of such a large penetration. The road ROW also carries most of
the Island's other utilities and it is anticipated there would be multiple conflicts for this route. For this reason,
Alternative 2 was determined to be impractical and infeasible.
Alternative 3. Pressure Pipe System to Cape Fear River
A review of constructing an alternative pressure system from Lagoon 6 to the Cape Fear River would look like the
attached image. It would be a pressure pipe system (forcemain), from a fixed pump station, at the lagoon to Cape
Fear River. The pump station would be sized to accommodate the flow rates of the existing system
(approximately 80cfs). This option would be cost prohibitive as the proposed pump station would have to be
extremely large to accommodate the 80cfs or 36,000 gallons per minute flow rate the existing gravity system
handles. This would be a major pumps station requiring a housing, large electrical system, backup generator, etc.
A pressure system would also require some type of engineered velocity dissipater to handle the interface between
the pressure pipe discharge point and the river bank. For these reasons, Alternative 3 was determined to be
infeasible.
RECEIVED
NOV 0 7 2017
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Village of Bald Head Island Drainage Way CAMA Major Permit 5E—Gi
Alternative 4. Utilize Weir System
The installation of the weirs across the channel lowers the velocities within the ditch during discharge conditions
to be between approximately 1.4 fps and 3.8 fps. While this velocity is lower than the unlined conditions, it is
more twice the minimum erosive velocity, within the channel, and 45 times greater than the transportation
velocity of the soils. Therefore, it is anticipated that scour erosion will continue throughout the length of the ditch
and specifically at the interface between the weirs and the ditch side -slopes and bottom.
This scenario may provide a reduction in the erosion within the ditch, while the weirs and ditch dimensions
remain in the design conditions. However, it is not anticipated to provide long-term stabilization and is anticipated
to fail due to continued erosion — similar to the mechanism of failure for the Filtrexx Sock stabilization. Due to
site access constraints, proximity to personal property, and the cost of performing continued heavy -machinery
maintenance work on BHI, this alternative was determined to be impractical.
Alternative S. No Action Alternative
Taking no action to stabilize the bottom and slopes of the drainage swale is anticipated result in slope failure on
both sides of the feature, which would jeopardize the integrity of the structure on Tract B and the stability of the
ground on Tract A, where civil war monuments are located. Therefore, this alternative is not practicable.
Alternative & Hardscape the Bottom and Slope (Preferred Alternative)
Armament with Class-1 rip rap lowers the velocities within the ditch during discharge conditions to be between
approximately 2.0 fps and 5.2 fps. While this velocity is above the erosive and transport velocity of the ditch soils,
it is lower than the unlined conditions, and the geotextile lining underneath the rip rap armament will prevent
erosion of the underlying soils.
It is anticipated that this stabilization approach is the more viable solution for the outlet ditch and will provide
long-term stabilization that adequately addresses the erosion problems within the outlet ditch. The capital cost of
this work is higher than the weir stabilization scenario; however, this alternative is designed as a permanent
stabilization measure, and outside of normal operation and maintenance activities, should require limited need for
additional work and disturbance.
In addition, much like the "living shoreline stabilization" projects this alternative will provide protection of
surrounding riparian and the intertidal environment, by trapping sediment in the feature rather than discharging
into downstream riparian wetlands and tidal creek, improve water quality, and promote creation of habitat for
aquatic and terrestrial species.
For all of these reasons, Alternative 5 was determined to be the least environmentally damaging practicable
alternative.
Work in Public Trust Waters
While tidal waters do extend up into the drainage feature, the feature, itself, is not navigable and is not supportive
of marine life. Therefore, the proposed project is not anticipated to significantly impact Public Trust Waters.
Endangered Species and Critical Habitat
SEGi utilized the US Fish & Wildlife Service's Information for Planning and Consultation website to identify
Threatened and Endangered Species and/or critical habitat that may be affected by the proposed work. There are
seventeen Endangered or Threatened species, which included mammals, birds, fishes, snails, reptiles and
flowering plants and no critical habitat listed on the report (see Attachment 5).
An evaluation of each of the species listed on the T&H list was performed to determine if it would be affected by
the proposed project. It was determined that either the project location did not support critical habitat for the
species or, based on multiple field observations, the species was either not present or th +�e �Wn TME
species within the project limits. . R LE!IVthe
NOV 0 7 2017
Page 5 (10/27/17)
DCM- MHD CITY

Village of Bald Head Island Drainage Way CAMA Major Permit 5E-Gi
Certain birds are protected under the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection Act.
Due to the location of the project, as well as the size and scope of the project, it is not anticipated that the
proposed work will have a negative effect on any bird that is considered a "Bird of Conservation Concern" or its
habitat.
Historical and Cultural Resources
A civil war monument, Fort Homes Battery No. 4, which the Village of Bald Head Island has gone to great
extents to protect, is in close proximity to the project area. No work is proposed to take place outside the drainage
Swale and the work does not entail excavation or fill, for the purpose of changing elevation. Therefore, it is not
anticipated that the proposed project will have any adverse affect on these known historical resources. To further
evaluate this matter, a request for review of the project has been sent to the State Historic Preservation Office.
Their response will be forwarded to the DCM upon receipt.
Avoidance and Minimization of Impacts to Waters of the US
Stabilization has been limited to the reach of the drainage feature that experiences erosion. By doing this, impacts
to the less functionally valuable reach of the WOTUS feature and avoids impacts to Section 404 and Section 10
wetlands. Work has been mostly confined to the unvegetated areas, reducing the amount of area exposed to the
elements.
Sediment and erosion control measures and/or structures, such as jute baffles and silt fence, will be installed prior
to beginning work and will be maintained throughout the duration of the project. Work will not take place within
48 hours of a rain event that is anticipated to produce greater than %," of rain within a 24 hour period or within 48
hours of a rain event that produces greater than %" of rainfall within a 24 hour period, unless the 36" outlet pipe is
not discharging. A ground cover, sufficient to restrain erosion, will be provided within 7 calendar days of
completion ground disturbing activities. These measures should ensure that incidental sediment is not discharged
outside the project limits and turbidity levels are kept at a minimum.
The proposed project will significantly decrease the amount of sediment entering into Bald Head Creek, which
will reduce the need for future dredging of the creek, thereby minimizing impacts to public trust waters, coastal
wetland and soft bottom habitat.
Lastly, construction will take place between September and April, to minimize effects on larval egress into Bald
Head Creek.
Compensatory Mitigation to Offset Loss of Function in WOTUS
Due to the type of feature being impacted (i.e. drainage ditch or water conveyance), removal of biological,
chemical and physical processes is not anticipated. Therefore, compensatory mitigation is not being proposed to
offset loss of function.
Adjacent Riparian Property Owner (ARPO) Notifications
According to the Bnmswick County GIS website, the following parcels are considered the "adjacent riparian
properties" to project: 2604CO19 (ARPO #l) and 26000001 (ARPO #2). While work is not being proposed
within the adjacent riparian corridor, notification of the riparian property owners is required. The riparian owners
have been notified of the proposed changes and new work, via US Postal Service Certified Mail.
RECEIVED
NOV 0 7 2017
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of Bald Head Island Drainage Way CAMA Major Permit SEGi
Attachment 4
Lagoon #6 Outlet Stabilization Report
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DCM- MHD CITY

Lagoon 6 Outlet Ditch Stabilization Report
Village of Bald Head Island
Brunswick County
16-December-2016
Coastal Land Design, PL-C (CLD) is pleased to present this summary report for the Village of Bald Head Island
(BHI) Lagoon 6 Outlet Ditch stabilization project. This report is issued as a overview of the existing conditions
and stabilization history of this outlet drainage ditch as well as the evaluation of two different stabilization plans.
Background
The lagoon system on Bald Head Island is an interconnected system of fresh water lagoons that capture and
hold most of the stormwater runoff for Stage I of the island. There are approximately 550 acres draining to the
lagoon system, which has only one 36" historical outlet pipe. With freshwater as a commodity on BHI, most of
the rainwater runoff is stored in the lagoon system for golf course irrigation and the existing 36" outlet pipe
typically only discharges in very large storm events. This 36" outlet pipe has a riser structure on the upstream
side to prevent salt water intrusion into the freshwater system and an outlet ditch on the downstream side
that drains to Bald Head Island Creek. This outlet ditch and its stability is the focus of this report.
Erosion of the outlet ditch had been observed for several years with the municipality (The Village of Bald Head
Island [The Village]) acting to stabilize it in 2012. The picture shown below was taken prior to the stabilization
efforts were enacted.
The Village had the ditch surveyed and began the process of permitting a stabilization plan. The permitting
required a LAMA Major permit due to the proximity to coastal wetlands and the influence of the coastal tides.
LAMA and U.S. Army Corp of Engineers (USACE) personnel visited the site in September of 2012 and agreed
with The Village consultants that vegetative stabilization would be difficult if not impossible to establish due to
the heavy shading and slopes of the ditch. While vegetative stabilization is the preference of CAMA, a soft
armament was allowed by CAMA as a compromise to the hard armament proposed by The Village's
consultant. The bottom of the ditch was claimed as jurisdictional by CAMA and no improvements or
stabilization were allowed. Approximately 175 linear feet on the west side and 100 linear feet on the east side
of the ditch banks were stabilized with 12" and 18" Filtrexx type tubular socks. The 18" socks were filled with
an aggregate mix and placed along the High Water Line of the ditch banks to provide a solid base for the 12"
RECEIVED
20
NOV ® 7 2017 tECEI E�
DCM WILMINGTON, NC
DCM- MHD CITXEP 2 5 Z017

socks filled with a mulch medium. The socks were staked and anchored into the existing side slopes of the
ditch. The picture shown below was taken immediately after the stabilization efforts were enacted.
The side -slope stabilization was successful for a short time in preventing any further erosion on the side -
slopes. Unfortunately, due to the permitting constraints of not stabilizing the bottom of the ditch, highly
erosive surface soils, and several years of discharge from the 36" pipe as necessary following extreme storm
events, the bottom of the ditch has eroded significantly; causing the stabilization socks to become undercut
and slough off. The picture shown below shows the current erosion presented in the Lagoon 6 Outlet Ditch.
Approximately 1.5 to 2 feet of material has been eroded from the bottom of the channel which has undercut
the Filtrexx Sock stabilization. Refer to Sheet D-01 in Appendix A of this report.
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NOV 0 7 2017 giECEI'E
OCM WILMINGTON, NC
21 DCM- MHD CITY SEP 25201i

On October 31, 2016, CLD contracted with ECS Carolinas, LLP (ECS) to perform soil analyses of the outlet ditch at
four different locations along the ditch. ECS's analysis indicated that the soils are clean sands with 2.9 to 3.3
percent passing the Number 200 sieve. They also determined that the sands present in the ditch will erode at a
water velocity of approximately 20 to 30 centimeters per second (cm/sec) (0.65 to 0.98 feet per second [fps])
and will be transported with a water velocity of approximately 1 to 2 cm/sec (0.03 to 0.06 fps).
The outlet ditch is influenced by a mixed semi -diurnal tide pattern that consists of two different high and two
different low tides every lunar day. The maximum difference in tidal elevation for this area occurs between
mean higher high water (MHHW) at elevation 1.72 feet above mean sea level (fmsl) and mean lower low water
(MLLW) at elevation -3.08 fmsl. The minimum difference in tidal elevation for this area occurs between mean
high water (MHW) at elevation 1.41 fmsl and mean low water (MLW) at elevation -2.91 fmsl. CLD estimates that
the tidal velocity within this ditch ranges between 0.03 and 0.04 fps. This tidal velocity is below the scour
velocity of the in situ soils but high enough to transport any suspended soils. Erosion experienced within the
ditch occurs due to discharge from the Lagoon 6 outlet which is necessary to provide essentially the only
stormwater outlet for approximately 550 acres of Bald Head Island.
The soils of the ditch are tidally affected, and highly erodible and transportable. Due to this, CLD evaluated the
effectiveness of two different stabilization protocols within the existing ditch based upon recommendation from
the USACE, and engineering expertise and construction feasibility.
Methodology
CLD used the Hydraulic Engineering Center River Analysis System (HEC-RAS), Version 5.0.3 issued by the USACE
to analyze the hydraulics of the potential stabilization protocols for the Lagoon 6 Outlet Ditch. This software
system uses cross-section data and design flows as inputs to generate the hydraulic performance outputs.
CLD took 31 cross -sections, generated by BricsCAD Pro computer drafting software, of the 390 linear foot (If)
outlet ditch and loaded them into the HEC-RAS model. Due to the potential impacts of continued erosion along
the outlet ditch, CLD modeled the maximum flow through the riser assembly as the design flow for this ditch.
The maximum theoretical elevation of water over the Lagoon 6 Outlet Riser is 7.82 fmsl and is equal to the
elevation of the pond bank. The riser outlet barrel invert is at elevation 0.82 fmsl. The orifice equation yields the
highest possible discharge from the outlet structure. The maximum flow through the 36-inch discharge barrel
approximately 80 cubic feet per second (cfs) based upon a coefficient of orifice flow discharge of 0.60.
CLD evaluated the performance of the Lagoon 6 Outlet Ditch at the aforementioned design criteria under three
scenarios: existing conditions (unlined), flow surface lined with Class-1 rip rap armament, and the installation of
five rip rap weirs across the channel.
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DCM- MHD CITY
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22
SEP 2 5 2017

23
Model Results and Recommendations
The following graphs are modeling outputs from the HEC-RAS model for this project. Refer to Appendix A for
exhibit drawings for this report.
Existing Conditions
Hydraulic Profile
6M1 WMI Dft�RSO PW PWM IV14WG
Velocity Profile
a
I$
3
16
III
l�
�N
The velocities within the existing unlined ditch during discharge conditions ranges between approximately 2.4
fps and 6.8 fps and are consistent with the erosion patterns observed in the ditch.
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NOV 2O17 RECEPIED
DCM WILMINGTON, NC
DCM- MHD CITY OOEP 2 b 2017

24
Rip Rap Weirs
Hydraulic Profile
Profile
eniau.�owgw.n vw. v�.o. +zn.rme
The installation of the weirs across the channel lowers the velocities within the ditch during discharge conditions
to be between approximately 1.4 fps and 3.8 fps. While this velocity is lower than the unlined conditions, it is
more twice the minimum erosive velocity within the channel and 45 times greater than the transportation
velocity of the soils. CLD anticipates that scour erosion will continue throughout the length of the ditch and
specifically at the interface between the weirs and the ditch side -slopes and bottom.
This scenario may provide a reduction in the erosion within the ditch while the weirs and ditch dimensions
remain in the design conditions. However, it is not anticipated to provide long-term stabilization and this lining
protocol is anticipated to fail due to continued erosion — similar to the mechanism of failure for the Filtrexx Sock
stabilization. Due to site access constraints, proximity to personal property, and the cost of performing
continued heavy -machinery maintenance work on BHI, CLD does not recommend this lining protocol for the
outlet ditch.
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NOV 0 7 2017
RI=CEiv'EI'i
ACM WILMINGTON, NC
DCM- MH®CIt 4EP25Nil

Class-1 Rip Rap Armament
Hydraulic Profile
Velocity Profile
r
eH weiomn nnn w,: vs. o, iznmois
w�.
en an�o�nnn w.:vw�w , nms
Armament with Class-1 rip rap lowers the velocities within the ditch during discharge conditions to be between
approximately 2.0 fps and 5.2 fps. While this velocity is above the erosive and transport velocity of the ditch
soils, it is lower than the unlined conditions, and the geotextile lining underneath the rip rap armament will
prevent erosion of the underlying soils.
CLD anticipates that this stabilization approach is the more viable solution for the outlet ditch and will provide
long-term stabilization that adequately addresses the erosion problems within the outlet ditch. The capital cost
of this work is higher than the weir stabilization scenario; however, this scenario is designed as a permanent
stabilization measure and, outside of normal operation and maintenance activities, should require limited need
for additional work and disturbance.
RECEIVED
NOV 0 7 2017
25
DCM- MHD Cfl I WILMINGiON,NC
SEP 2-5 2017

Conclusions
This project requires the stabilization of approximately 390 If of outlet ditch downstream of the Lagoon 6 outlet
pipe. CLD recommends installation Class-] armament across the ditch bottom and ditch side -slopes to an
elevation at least one foot above the design water surface elevation. This stabilization protocol provides a
permanent solution to the erosion issues within the outlet ditch. CLD does not recommend the installation of
the weirs across the ditch due to their temporary nature, high level of maintenance and repair, and failure to
stop erosion within the ditch.
We appreciate the opportunity to provide this stormwater pumping analysis to you and please feel free to
contact us should you have any questions or concerns.
Sincerely,
Jeff Petroff,PE
Coastal Land Design, PLLC
PO Box 1172
Wilmington, NC 28402
[phone] x 1002
Attachments: Appendix A— Preliminary Stabilization Drawings
RECEi-VED
NOV 0 7 2017
DCM-MHO CITY DCM WILM NG ON, NC
26 SEP 2 5 2017

Bald Head Island Drainage Way Vicinity Map
Brunswick County
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RECEIVED
NOV ® 7 2017 DCM WILMINGTON, NO
ao SEP " ZOM,
nnRa_ noun rrry

16
Bald Head Creek Water Classification Map
Surface Water Classification
Stream Index: 18-88-84
l Stream Name: Bald Head Creek
om
Description: From source to Cape
Fear River
'g Classification: SA;HQW
Classification Date: August 8, 1981
River Basin: Cape Fear
What does this More info
Class. Mean?
Bald Head
Island CUb I
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NOV 0 7 2011
RECEIVED
DCM W!LV!t, ,TON. NC
(ACM- MHD CITYSEP252017,

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This map was produced by the Geographic Information Systems (GIS)
program. Informational data used to create this map were collected from
federal, state, county, and private organizations. This map is a general
guide to assist the public and is for illustrative purposes only. While every
effort is made to keep this map accurate and up-to-date, it is not intended
to replace any official source. Under no circumstances shall the State of
North Carolina be liable for any actions taken or omissions made from
reliance on any information contained herein from whatever source nor
shall the State be liable for any other consequences from any such reliance.
I
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Walden Creek
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AIR FORCE ST•
.010510
Cape
Fear
River
0103 19 b
The Basin
�o
Deep Creek
_
.0103 19 It iv
.0103 19 It iii
r ♦``
Bluff Island Creek
(East Beach Creek)
I
4Y�, `♦ !
_ _0103 19 It ii I
_
Cape Creek
.0103 19 It i
Cape Fear
Baldhead Creek
Background imagery am U.S. Geological Fishery Nursery Auras Fishery N p�� p
Survey 1:100,00o-scala planinneMc maps. (] PnMry ry �sr
Pemanerd Secondary 0+>+'Vr'='%'_-" "" Map Datum: NAD83
Special SetnMary r7 1'7 Map Projection: NC Slate Plane
NOV 0 1 2a11 Map Date: March 2011
Zones Danger 1000 0 1000 2000 VeNs _�
Zones and
Restricted Areas
klrator map IW C 0 0.7 10.7 1.4 "Als
- INeM v2tels `..B(i luredidlon) . M LJ D �I � ��{',l ,•A•I.:
18

Village of Bald Head Island Drainage Way CAMA Major Permit 5ILGi
Attachment 5
US Fish & Wildlife Service IPaC Report
RECEIVED
Page 11 NOV 0 7 2017 %itN �iON, NC
29 CCM- MHD CITY z 5 209A-

IPac
IPaC resource list
U.S. Fish & Wildlife Service
This report is an automatically generated list of species and other resources such as critical habitat (collectively referred to as trust resources)
under the U.S. Fish and Wildlife Service's (USFWS) jurisdiction that are known or expected to be on or near the project area referenced below.
The list may also include trust resources that occur outside of the project area, but that could potentially be directly or indirectly affected by
activities in the project area. However, determining the likelihood and extent of effects a project may have on trust resources typically requires
gathering additional site -specific (e.g., vegetation/species surveys) and project -specific (e.g., magnitude and timing of proposed activities)
information.
Below is a summary of the project information you provided and contact information for the USFWS office(s) with jurisdiction in the defined
project area. Please read the introduction to each section that follows (Endangered Species, Migratory Birds, USFWS Facilities, and NWI
Wetlands) for additional information applicable to the trust resources addressed in that section.
Location
Brunswick County, North Carolina
• O
Ir
jOC G s,
YYY
Local office
Raleigh Ecological Services Field Office
t. [phone]
JJ (919) 8564556
MAILING ADDRESS
Post Office Box 33726
Raleigh, NC 27636-3726
PHYSICAL ADDRESS
551 Pylon Drive, Suite F
Raleigh, NC 27606-1487
RECEIVED
NOV 0 7 2017
RECE!V'ED
DCM Wli_MINGTON, NC
30 DCM- MHD CITY SEP 2 5 201h

Endangered species
This resource list is for informational purposes only and does not constitute an analysis of project level impacts.
The primary information used to generate this list is the known or expected range of each species. Additional areas of influence (AOI) for
species are also considered. An AOI includes areas outside of the species range if the species could be indirectly affected by activities in that
area (e.g., placing a dam upstream of a fish population, even if that fish does not occur at the dam site, may indirectly impact the species by
reducing or eliminating water flow downstream). Because species can move, and site conditions can change, the species on this list are not
guaranteed to be found on or near the project area. To fully determine any potential effects to species, additional site -specific and project -
specific information is often required.
Section 7 of the Endangered Species Act requires Federal agencies to "request of the Secretary information whether any species which is listed
or proposed to be listed may be present in the area of such proposed action" for any project that is conducted, permitted, funded, or licensed
by any Federal agency. A letter from the local office and a species list which fulfills this requirement can only be obtained by requesting an
official species list from either the Regulatory Review section in IPaC (see directions below) or from the local field office directly.
For project evaluations that require USFWS concurrence/review, please return to the IPaC website and request an official species list by doing
the following:
1. Draw the project location and click CONTINUE. jO
2. Click DEFINE PROJECT. `'t a I
VN
3. Log in (if directed to do so).
4. Provide a name and description for your project.
5. Click REQUEST SPECIES LIST. [�
Listed speciesl are managed by the 1:CologicaLSeOrites[�jtMU.S. Fish and Wildlife Service.
1. Species listed under the �� threatened or endangered; IPaC also shows species that are candidates, or proposed,
for listing. Seethe ' f ore informatlon.
The following species are pot ti affected by activities in this location:
Mammals
NAME STATUS
West Indian Manatee Trichechus manatus Threatened
There Is a final critical hahitat designated for this species. Your location is outside the designated
critical habitat.
http J/ecos.hw .gov/ecp/species/4464
Birds
NAME STATUS
Piping Plover Charadrius melodus Threatened
There is a final critical habitat designated for this species. Your location is outside the designated
critical habitat.
httns://ecos.fws.aov/eco/soecies/6039
Red Knot Calidris canutus rufa Threatened
No critical habitat has been designated for this species.
httns://ecos.fws.2ov/eco/snecie=/1964
Red -cockaded Woodpecker Picoides borealis Endangered
No critical habitat has been designated for this species.
httns:// cos.fws oy/ecri/s,eciesf7614
Wood Stork Mycteria americana Threatened
No critical habitat has been designated for this species.
httns://ecos.fws.eov/ecn/soecies/9477
Reptiles
NAME RECEIVED
NOV 0 7 2017 RECEIVED
DCM WILMINGTON, NO
31 DCM- MHD CITY SEP 2 4 20171

American Alligator Alligator mississippiensis SAT
No critical habitat has been designated for this species.
httos://ems.fwygov/eco/species/776
Green Sea Turtle Chelonia mydas Threatened
No critical habitat has been designated for this species.
httos//erns tws eov/eco/species/6199
Hawksbill Sea Turtle Eretmochelys imbricata Endangered
There is a final critical habitat designated for this species. Your location is outside the designated
critical habitat.
httns://ecos.fws.vo>v�p/speries/3656
Kemp's Ridley Sea Turtle Lepidochelys kempii Endangered
No critical habitat has been designated for this species.
httos://ecos fws.eov/ecu/soecies/5523
Leatherback Sea Turtle Dermochelyscoriacea Endangered
There is a final critical habitat designated for this species. Your location Is outside the designated _+
critical habitat. • O `` `
h1MY/ems fws.aov/,cn1s,ecfes/1493
Loggerhead Sea Turtle Carettacaretta Threatened
There is a final critiral habitat designated for this species. Your location is outj hS ed
critical habitat.
MO ```
httns://ec.fws.eov/eco/snecies/1110
Fishes A` t
NAME tv O STATUS
Atlantic Sturgeon Acipenser oxyrinchus oxyrinchus Endangered
No critical habitat has been designated for this species.
httn._geca=.fws.gov/erpCpe i 5/ 2
Shortnose Sturgeon Acipenser brevirostrum Endangered
No critical habitat has been designated for this species.
https://ems.fws.gov/em/species/6635
Snails
NAME STATUS
Magnificent Ramshorn Planorbella magnifica Candidate
No critical habitat has been designated for this species.
hum ://ecos.fws.eov/eco/species/6216
Flowering Plants
NAME STATUS
Cooley's Meadowrue Thalictrum cooleyi Endangered
No critical habitat has been designated for this species.
https://ecos fws vov/eco/species/3281
Rough -leaved Loosestrife Lysimachia asperulaefolia Endangered
No critical habitat has been designated for this species.
httnsl/ecos fws eov/eco/snecies/2747
Seabeach Amaranth Amaranthus pumilus Threatened
No critical habitat has been designated for this species.
httos://ecos.fws gov/eco/soecies/8549 RECEIVED
Critical habitats NOV 0 7 2017
Potential effects to critical habitat(s) In this location must be analyzed along with the endane�ered species themselves.
UCLA- MHD CITY RECEIVED
DCM WILMINGTON, NC
32 SEP 2 5 20171

THERE ARE NO CRITICAL HABITATS AT THIS LOCATION.
Migratory birds
Certain birds are protected under the Migratory Bird Treaty Act! and the Bald and Golden Eagle Protection Act-.
Any activity that results in the take(ta..hacass,. harm..t ucsue..hunL.shoot .wound,..kill,_trep,..captuce .a[_call.ect .actt.a[tempt-ta..engage.ln.any
5wch.con.du.ct) of migratory birds or eagles is prohibited unless authorized by the U.S. Fish and Wildlife Service}. There are no provisions for
allowing the take of migratory birds that are unintentionally killed or injured.
Any person or organization who plans or conducts activities that may result in the take of migratory birds is responsible for complying with the
appropriate regulations and implementing appropriate conservation measures.
1. The i rato Birds Treaty Act of 1918.
2. The Bald and Golden Eaele Protection Act of 1940.
3.50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
Additional information can be found using the following links: .A
• Birds of Conservation Concern htto_//www.fws.gov/birds/manaeement/managed-species/ a o
In rds-of-conservation-concern.oho
• Conservation measures for birds http I/www.fws.goy/birds/managemenUpro,,ect
conservation -measures oho
• Year-round bird occurrence data
The migratory birds species listed below are species of particulrs An concern (e.g. Birds of Conservation concern) that may be
potentially affected by activities in this location.0 is t��l•,-�t otr'eryird species you may find in this location, nor a guarantee that all of the
bird species on this list will be found on or neay''['iA&tln. Although it is important to try to avoid and minimize impacts to all birds, special
attention should be made to avo' i imizehnpacts to birds of priority concern. To view available data on other bird species that may
occur in your project area, pilli e and Other Bird Data Resources. To fully determine any potential effects to
species, additional site-specifi project -specific information is often required.
NAME SEASON(S)
American Bittern Botaurus lentiginosus Wintering
httos://ecos.fws.eov/eco/species/6582
American Kestrel Falco sparverius paulus Year-round
American Oystercatcher Haematopus palliatus Year-round
httpsJ/�tw .2ov/ecp sspecies/8935
Bachman's Sparrow Aimophila aestivalis Year-round
httasy/ecocfws.eov/eco/species/6177
Black Rail Laterallusjamaicensis Breeding
httos://ecos.hw .eov/eco/soeciesn717
Black -throated Green Warbler Dendroica virens Breeding
Fox Sparrow Passerella iliaca Wintering
Gull -billed Tern Gelochelidon nilotica Breeding
hunsl/ems tws ¢ov/eco/soenes/9so1
Least Bittern Ixobrychus exilis Breeding
https://ecos.fws yov/em/species/6175
Least Tern Sterna antillarum Breeding
Lesser Yellowlegs Tringaflavipes Wintering
httoc_ /httosc//ecos.fwsgov��edes/9679/9679_
RECEIVED
NOV U 7 2017 DOM WILMINGTON, NO
33 DCM- MHD CITY SEP 2 5 2017,.

Marbled Godwit Limosa fedoa Wintering
httos://ecos.fws.gov/Ka/species/9481
Nelson'sSparrow Ammodramusnelsoni Wintering
Prairie Warbler Dendroica discolor Breeding
Prothonotary Warbler Protonotaria citrea Breeding
Purple Sandpiper Calidris maritima Wintering
Red-headed Woodpecker Melanerpes erythrocephalus Year-round
RustyBlackbird Euphaguscarolinus Wintering
Saltmarsh Sparrow Ammodramus caudacutus Wintering
•terSeaside Sparrow Ammodramus mari[imus V)��
Short -billed Dowitcher Limnodromus griseus �, ``IL Wintering
https://ecos.fws.eo /e�necies/9480 ( ./� �1
Short -eared Owl Asio flammeus O C0O ` Wintering
httos-//�fw .eov/eco/_spec__ies/``92955
Swainson's Warbler Limnotv4sVgns�i Breeding
Whimbrel Numenius phaeopus Wintering
httos//ecosfws.gW/ec Wryecies/9483
Wood Thrush Hylocichlamustelina Breeding
Yellow Rail Coturnicops noveboracensis Wintering
httos-/Iecos.fws gov/eco/smcies/9476
What does IPaC use to generate the list of migratory bird species potentially occurring In my specified location?
Landblyds:
Migratory birds that are displayed on the IPaC species list are based on ranges in the latest edition of the National Geographic Guide, Birds of North America (6th
Edition, 2011 byjon L. Dunn, and Jonathan Alderfer). Although these ranges are coarse in nature, a number of U.S. Fish and Wildlife Service migratory bird biologists
agree that these maps are some of the best range maps to date. These ranges were clipped to a specific Bird Conservation Region (BCR) or USFWS Region/Regions,
if it was indicated In the 2008 list of Birds of Conservation Concern (BCC) that a species was a BCC species only in a particular Region/Regions. Additional
modifications have been made to some ranges based on more local or refined range information and/or information provided by U.S. Fish and Wildlife Service
biologists with species expertise. All migratory birds that show in areas on land In IPaC are those that appear in the 2008 Birds of Conservation Concern report.
Atlantic Seabirds:
Ranges in IPaC for birds off the Atlantic coast are derived from species distribution models developed by the National Oceanic and Atmospheric Association (NOAA)
National Centers for Coastal Ocean Science INCCOS) using the best available seabird survey data for the offshore Atlantic Coastal region to date. NOAANCCOS
assisted USFWS in developing seasonal species ranges from their models for specific use in IPaC. Some of these birds are not BCC species but were of interest for
inclusion because they may occur in high abundance off the coast at different times throughout the year, which potentially makes them more susceptible to certain
types of development and activities taking place in that area. For more refined details about the abundance and richness of bird species within your project area off
the Atlantic Coast, see the Northeast ocean Data Portal. The Portal also offers data and information about other types of taxa that may be helpful in your project
review.
About the NOAANCCOS models: the models were developed as part of the NOAANCCOS project: Inteerative Statistical Modeling and Predictive Mapping of Marine
OuterBird Distributions and Abundance on the Atlant c Cont nental Shel. The models resulting from this project are being used in a number of decision-
supporVmapping products in order to help guide decision -making on activities off the Atlantic Coast with the goal of reducing impacts to migratory birds. One such
product is the Northeast Ocean Data Portalwhich can be used to explore details about the relative occurrence and abundance of bird species In a particular area
off the Atlantic Coast.
All migratory bird range maps within IPaC are continuously being updated as new and better information becomes available.
Can I get additlonaI Information about the levels of occurrence In my project area of specific bo p(yryllplafjllyds�l5te�(n IPaC?
Landblyds: REGE�\Y/EU RECEIVED
DCM WILMINGTON, NC
34 NOV 0 7 2017 SEP 2 5 201t
IICIIA_ U14n CITY

The Avon Knowledge Network IAKM provides a tool currently called the "Histogram Tool", which draws from the data within the AKN (latestsurvey, point count,
citizen science datasets) to create a view of relative abundance of species within a particular location over the course of the year. The results of the tool depict the
frequency of detection of a species in survey events, averaged between multiple datasets within AKN in a particular week of the year. you may access the histogram
tools through the Migratory Bird Programs AKN Histogram Tools webpage.
The tool is currently available for regions (California. Northeast U.S., Southeast U.S. and Midwest), which encompasses the following 32 states: Alabama, Arkansas,
California, Connecticut, Delaware, Florida, Georgia, Illinois, Indiana, Iowa, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi,
Missouri, New Hampshire, Newjersey, New York North, Carolina, Ohio, Pennsylvania, Rhode Island, South Carolina, Tennessee, Vermont, Virginia, West Virginia.
and Wisconsin.
In the near future, there are plans to expand this tool nationwide within the AKN, and allow the graphs produced to appear with the list of trust resources
generated by IPaC, providing you with an additional level of detail about the level of occurrence of the species of particular concern potentially occurring in your
project area throughout the course of the year.
Atlantic Seabirds:
For additional details about the relative occurrence and abundance of both individual bird species and groups of bird species within your project area off the
Atlantic Coast, please visit the Northeast ocean Data Portal. The Portal also offers data and information about other taxa besides birds that may be helpful to you In
your project review. Alternately, you may download the bird model results files underlying the portal maps through the NOAANCCOS Integrative Statistical Modeling
and Predictive Maori na of Marine Bird Distributions and Abundance on the Atlantic Outer Continental Shelf oroiect webpage.
Facilities
W'Idl'f f
tat 00
j j e re uges `
Any activity proposed on Nationaf wildlife Refuge lands must underg�a"Sb�Determination' conducted by the Refuge. Please contact
the individual Refuges to discuss any questions or concerns. c►v ` `
THERE ARE NO REFUGES AT THIS LOCATION. t J O C
N►°
Fish hatcheries
THERE ARE NO FISH HATCHERIES AT THIS LOCATION.
Wetlands in the National Wetlands Inventory
Impacts to NWI wetlands and other aquatic habitats maybe subject to regulation under Section 404 of the Clean Water Act, or other
State/Federal statutes.
For more information please contact the Regulatory Program of the local u.S_ Army Corns of Engineers District.
THERE ARE NO KNOWN WETLANDS AT THIS LOCATION.
Data limitations
The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level Information on the location, type and size of these
resources. The maps are prepared from the analysis of high altitude Imagery. Wetlands are Identified based on vegetation, visible hydrology and geography. A
margin of error is inherent in the use of imagery, thus, detailed on -the -ground inspection of any particular site may result in revision of the wetland boundaries or
classification established through Image analysis.
The accuracy of image interpretation depends on the quality of the imagery, the experience of the image analysts, the amount and quality of the collateral data and
the amount of ground truth verification work conducted. Metadata should be consulted to determine the date of the source imagery used and any mapping
problems.
Wetlands or other mapped features may have changed since the date of the imagery or field work. There may be occasional differences in polygon boundaries or
classifications between the information depicted on the map and the actual conditions on site.
Data exclusions
Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial imagery as the primary data source used to detect
wetlands. These habitats include seagrasses or submerged aquatic vegetation that are found in the intertidal and subtidal zones of estuaries and nearshore coastal
waters. Some deepwater reef communities (coral or tuberficid worm reefs) have also been excluded from the inventory. These habitats, because of their depth, go
undetected by aerial imagery.
Data precautions
RECEIVED
11
NOV 0 7 2017
;�ECEIVEV
DCM wILMINGTON, INC
35 DCM- MHD CITY sEP 2L5 20IZ

Federal, state, and local regulatory agencies with jurisdiction over wetlands may define and describe wetlands in a different manner than that used in this inventory.
There is no attempt. in either the design or products of this inventory, to define the limits of proprietary Jurisdiction of any Federal, state, or local government or to
establish the geographical scope of the regulatory programs of government agencies. Persons Intending to engage in activities imicil ing modifications within or
adjacent to wetland areas should seek the advice of appropriate federal, state, or local agencies concerning specified agency regulatory programs and proprietary
jurisdictions that may affect such activities.
tat`®V\
C CO
�O
RECEEVIE D
NOV 0 7 2017
DCM- MHD CITY
92
v,: FON, NO
Z5ZWA

Village of Bald Head Island Drainage Way CAMA Major Permit 5E-Gi
Attachment 1
Property Owner Information
RECEIVED
Page 7 NOV O 7 2017 DCM W L fINGRECUTO N. NC
11 DCM- MHD CIM 2 5 201Z

MacPherson, Tara
From: Dana A. Lutheran <[e-mail]>
Sent: Wednesday, November 01, 2017 4:14 PM
To: MacPherson, Tara
Subject: [External] Corbin Cert Mail Rcpt
CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
[e-mail].
One down one to <,o.
Dana A. Lutheran
RECEIVED
DCM WILMINGTON, NC
NOV 0 2 2017
I RECEIVED
NOV 0 7 207
DCM- MHD CITY

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hear by certify that I own properties or I am authorized to represent the owner of property located
adjacent to the Village of Bald Head Island's and the Everhart's (herein referred to as the
"Applicants") properties, which are located on North Bald head Wynd , in Bald Head Island ,
Brunswick County . North Carolina.
The Applicant has described to me, as shown below, the proposed development at the above location,
and I have no objections to the proposal.
INSERT DESCRIPTION AND/OR DRAWING OF THE PROPOSED DEVELOPMENT:
(To be completed by the Applicant proposing the development)
********* Please see attached site plan and project narrative ***********
�TAT'� d G Nn�z7y C/}i2o�(lAh9-
Southern Environmental Group, Inc. —
Dana A. Lutheran
Applicant (Agent) Riparian Property Owner Printed Name
5315 South College Road, Suite E /16 Wo T/d2 S 5'7- 41055�
Mailing Address Mailing Address
NC 28412
City/State/Zip
910.452.2711 919—
Telephone Number Telephone N
10/31/17
Date
Signature
Date
— 4(a"1 q
ELM WILM NU -�" fJ'.
NOV 0 2 20kCESVED
NOV 0 7 2017
DCM- MHD CITY

Village of Bald Head Island Drainage Way
Property Owners Map & Tax Information
(Source: Brunswick County GIS)
IIac1 A
RECEIVED
1 racl IL
HZ EC E IVEDDCM WILMINGTON, NC
NOV 0 7 2017 SEP 2 b 2017
50
DCM- MHD CITY

Bald Head Island Drainage Way CAMA Major Permit
Adjacent Property Owners Map
(Source: Brunswick County GIs Map)
.-000005
,
\ ARPO 2
,as
I $ 1g0
■,oso will
?ROOD
R
2600000518
•+os
26000001
r
Adjacent Riparian Property Owner (ARPO) 1 Adjacent Riparian Property Owner (ARPO) 2
RECEIVED RECEIVED
NOV 0 7 2017 DCM WILMINGTON, NC
DCM- MHD CITY
SEP 2 5 2017

Village of Bald Head Island Drainage Way
Property Owners Map & Tax Information
(Source: Brunswick County GIS)
Tract A
I1,kl B RECEIVED DECEIVED
DCM WILMINGTON, NC
12
NOV 0 7 2017 Str B 5 NIL

rnre.�
11171,017 1:11:tB Du
13
BALD HEAD ISLAND LIMITED LLC
Return/Appeal Notes: parcel: 26000005I8
PLAT: UNIQ ID
157033
SPLIT FROM ID 13890
0038660
ID NO: 300 O1367180
BRUNSWICK COUNTY (100), DOSHER HOSP TAX (100), VILLAGE OF EHI
(100) CARD NO. 1 0/
1
Revel Year: 2015 Tax Year: TR-BATTERY 4 CREEK LT 1.32 AC Bill PL 86130
2016
1.320 AC SRC=
praised by 33 on 12/10/2014 406A BALD HEAD ISLAND GOLF
TW-03 Cl- FR
E%- AT-
1] 01
Sr
LAACTION
20141210
CONSTRUCTION DETAIL
MARKET VALUE
DEPRECIATION
CORRELATION OF VALUE
TOTAL POINT VALUE
S MO
EN.
Prea
UA
BASE
RATE
RCN
EY Y
REDENCE TO
BWLDING ADJUSTMENTS
OT& ADJUSTMENT
981 00
1
b GOOD
)EPR. BUILDING VALUE - CARD
ACTOR
TOTAL QUALITY INDEX
TYPE: VACANT LAND
DEPR. OB/XF VALUE - CARD
MARKET LAND VALUE - CARD
1,071,84
STYLE:
OTAL MARKET VALUE - CARD
1 021 84
OTAL APPRAISED VALUE- CARD
1,021,84
TAL APPRAISED VALUE - PARCEL
1,071,84
TAL PRESENT USE VALUE - PARCEL
TAL VALUE DEFERRED - PARCEL
TAL TAXABLE VALUE - PARCEL $
1,071,84
PRIOR
BUILDING VALUE
BXF VALUE
AND VALUE
1,260,00
RESENT USE VALUE
EFERRED VALUE
OTAL VALUE
114L,620 00
PERMIT
CODE I DATE NOTE I NUMBER I AMOUNT
ROUT: WTRSHD:
SALES DATA
FF.
RECORD
ATE
DEED
INDICATESALES
BOOK PAGE
O R
TYPE
PRICE
03235 101fi
2 01
SL*
E V
65100
00532 0546 1
6 198
WD
U V
HEATED AREA
NOTES
SUBAREA
RPL OO UAL
DESCRIPTION
OUN
LTH
UNITS
UNIT
PRICE
ORIG %
COND
LDG
SIZE ANN DEP
FACT Y RAWV
%
COND
OB/XF DEPR.
VALUE
GS
TYPE
AREA
• CS OTAL OB XF VALUE
IREPLACE
UBAREA
DIALS
BUILDING DIMENSIONS
LAND INFORMATION
THER
ICODEJ
DOUSTMENTS AND
LAND
TOTAL
HIGHEST AND
USE
LOCAL
FRON
DEPTH
LND
COND
OTES
O
UNIf
LAND
UNT
TOTAL
AD]USIED
LAND OVERBID
LAND
EST USE
ZONING
TAGE
DEPTH
/SIZE
MOD
FACT
RF AC LC TO OT
TYPE
PRICE
UNITS
TYP
ADZT
UNIT PRICE
VALUE
VALUE
NOTES
FR MARSH
0108
PD-3
0
0
2.2500
4
1.0300
22 +25 +DO +00 +00
PS
350,ODO.0
1.32
AC
2.32
812,000.0
102184
OTAL MARKET LAND DATA
1.32
1,011,84
OTAL PRESENT USE DATA
RECEIVED
nGCEIVEO
NOV p 7 2017 DCM WILMINGTON, NC
DCM- MHD CITY �`r 2 5 2011

14
BRUNSWICK COUNTY
2/17/2017 9:04e14 PM
EVERHART SHIRLEYD Retum/Appeal Parcel: 2604CO1801
Notes:
103 N. BALD HEAD WYND BH PLAT: UNIQ 10
/ 139191
0028433 ID NO: 300401369130
BRUNSWICK COUNTY (100), DOSHER HOSP TAX (100), VILLAGE OF BHI (100) CARD NO. 1 of
1
Revel Year: 2015 Tax Year:
2016 T-1 .89 AC GAZEBO BHI PL X/231 0.890 AC SRC=
Appraised by 33 on 12/10/2014 406A BALD HEAD ISLAND GOLF TW-03 Cl- FR- EX- AT- L155T ACTION
17 01 20140930
CONSTRUCTION DETAIL
MARKET VALUE
DEPRECIATION
CORRELATION OF VALUE
Foundation - 3
Eff.
BASE
Standa 0. 19000
Piem>8ftw Con 4.0
5 MO
Area
UA
RATE
RCN
EYB
AYB
REDENCE TO MARKET
up Floor System - 4
94 011
3,666 11231
215.25
P909081199r4l9941
% GOOD Nit.
HEPR. BUILDING VALUE - CARD 640 69
I wd PD bd 8.0
TYPE: SFR-BHI SFR CONSTRUCTION
EPR. 08/XF VALUE - CARD 5,84
PIAMIKET LAND VALUE - CARD 500,00
Extenor Walls- 17
Cedar or Redwood Scloo 32oK
STYLE: 2 - 1.5 Stones
VITAL MARKET VALUE - CARD 1,146,48
Roofing Structure - 03
Gable ].0
VTAJL APPRAISED VALUE- CARD 1,146,48
Roofing Cover- 03
Com osltion Shingle 3.00
1
OTAL APPRAISED VALUE - PARCEL 1,146,48
Intenor Wall Construction - 5
D wall/Sheetrock 28.0'OTAL
PRESENT USE VALUE - PARCEL
VALUE DEFERRED - PARCEL
Interior Wall Construction - 6'OTAL
Custom Interior 0.0
OTAL TAXABLE VALUE - PARCEL $ 1,146,48
nterior Floor Cover- 11
eremic ClayTile 16.0
PRIOR
Interior Floor Cover - 12
BUILDING VALUE 5]3,98
Hardwood 0.0
I Y
II
0 k r U M
BXF VALUE 6,94
LAND VALUE 420,00
RESENT USE VALUE C
HeatingFuel - 04
Electdc 1.0c
I LM I
ripDR
EFERRED VALUEHeating
OTAL VALUEE 1,000,92E
Type - 09
Heat Pump Onl 4.0
KIYu p ❑ X'
Air Conditioning Type - 03
Centel 4.0
0 u
w AA X
13edrooms/Bathrooms/Half-
Bathrooms
PERMIT
CODE I DATE I NOTE I NUMBER AMOUNT
3 1 17.00
a
Bedrooms
ROUT: WTRSHD:
B45-4 FUS -DLL-O
r
r
Bathrooms
SALES
DATA
Bay - 3 - O
r I
EF
GATE
GEED
INDICATE
SALES
Half- hrooni
I FUS -
BAS - 1 FUS - 0 LL- 0
K lr �:
TYPE
V/
PRICE
0014P
00
PAG
M
R
Office
3]4] 1214
3
201
GW
U
1
BAS -O FUS -DLL-O
l II 1:
3523
296]
0925
989
989
153
5
8
4
200
200
199
WD
WD
WO
E
U
U
1
1
V
17500
OTAL POINT VALUE 124.00
BUILDING ADJUSTMENTS
Market Desi n 9 1.040
uali[1 3 Avera a 1.000
Size lSi.el Size 1 0.950
OTALADIUSTMENT FACTOR 0.99
OTAL QUALITY INDEX 12
HEATED AREA 3,730
NOTES
Click on Image to enlarge
SUBAREA
OD
DESCRIPTION
OUN
TH
UNITS
UNIT
PRICE
ORIG %
COND
BLDG
AYB
EYB
ANN DEP
RATE
V
%
COND
ClDWI
VALLI
w
TYPE
AREA
% RPL CS 22
CONCRETE
2 PIER/DOCK
(RESID)
DOCK
4 RAMP
PAVIN
(FLOATING)
PIE DOCK
4
2
1
1
60
18
28
6
3.5
I6.0
I6.0
16.0
I
1
1
1
199
199
199
199
199
199
199
199
5
S
5
S2
4
6
4
6
1 02
194
219
67
BAS
2,15
10 46278
FUS
1 58
9 30608
UOP
16
2 731 25
ADD
30
2 1291
FIREPLACE
I- Prefab
1 80
SUBAREA
OTAL OB XF VALUE 5,84
TOTALS
4,20
90,90
BUILDING DIMENSIONS B=W12W19N6W30540E12S3EIIN3ESOS3E11N3E12N34Area:2150;WDD-N11W1055W456E14p a:134;UOP=W12S14E12N14Ama:168;FUS-W24N6W305
28E856E38N8EBN20Ama:15SOiWDD=W12S14E12N14Aea:168;ToMKma:4200
ND INFORMATION
THER
DIIISTMENTS AND
LAND
TOTAL
IGHEST AND
USE
LOCAL
FROM
DEPTH
LND
COND
OTES
OAD
UNIT
LAND
UNT
TOTAL
ADJUSTED
LAND
VERRD)
LAND
BUT USE
CODE
ZONING
TAGS
DE
SIZE
MOD
FACT
RF AC LC TO OT
TYPE
PRICE
UNITS
TYP
ADIST
UNIT PRICE
VALUE
VALUE
NOTES
FR RIVER
0103
PD-1
0
1 D
1 1.0000
1 D
1.0000
PS
500,000.0
1.00
IT
1.00
500,000.01
50000
TOTAL MARKET LAND DATA
500,00
OTAL PRESENT USE DATA
RECEIVED
Nov 01 .a017 RECEIVED
DCM WILMINGTON, NC
DCM• MMD CITY SEP B 5 20.11

ADJACENT' RIPARIAN PROPERTY OWNER STATEMENT
I hear by certify that I own properties or I am authorized to represent the owner of property located
adjacent to the: Village of Bald Head-rsland's and the Everhart's (Herein referredt to. as the
"Applicants") properties; which are located on North Bald: Head Wynd ins Bald Read '.Islandi .
Brunswi'ek County . North Carolina.
The Applicant has described to me, as shown -below, the proposed development at the above location
and.I have no objections to the proposal.
INSERT DESCRIPTION AND/OR.DRAWING OF THE PROPOSED DEVELOPMENT:
(To be completed by the Applican[ proposing the development):
********* Please see, attached site plan and project narrative ***********
Southern Environmental Group, Inc. —
Suite E
Mailing
} %tGfo7 �t�V7a
perW Owner Printed Name
Address
C
Received
JAN 2 8 1018
DCM

Received
JAN 2 9 318
DCM

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hear by certify that I own properties or I am authorized to represent the owner of property located
adjacent to the Everhart's (herein referred to as the "Applicant") property, which is located at 103
North Bald Head Wvnd , in Bald Head Island , Brunswick County , North Carolina.
The Applicant has described to me, as shown below, the proposed development at the above location,
and I have no objections to the proposal.
INSERT DESCRIPTION AND/OR DRAWING OF THE PROPOSED DEVELOPMENT:
(To be completed by the Applicant proposing the development)
********* Please see attached site plan and project narrative ***********
Southern Environmental Group, Inc. —
Dana A. Lutheran
Applicant A ent Riparian Property Owner Printed Name
5315 South College Road, Suite E 3a�1 !)OZa
Mailing Address Mailing Address
Wilmineton, NC 28412
City/State/Zip City/State/Zip
910.452.2711 Cly • dq$5r7- 440004
4
Telephone Number Telephone NumlW
Signature gn ture
I/29/18 S-0"sD,,f?
Date Date
DCNI WILMINGTON, NC
JAN 3 1 2018

'• I
AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: The Village of Bald Head Island
Mailing Address: PO Box 3009. 106 Lighthouse Wvnd
Bald Head Island, NC 28461
Phone Number: [phone]
Email Address: cmccaIIQv'IIagebhI.aW
I certify that I have authorized Southern Environmental Group. Inc. (SEGil
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: Works associated with stabilizing the
drainage ditch between 103 and 113 N. Bald Head Wynd
at my property located at 113 N. Bald Head Wvnd
in Brunswick County.
/ furthermore certify that I am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
Signature
► Gr+R s t✓1GLA t-L
Print or Type Name
10 V t t ,AG t ,AAAfA6j r—
Title
--► 30 t .f U G t .20(7
Date
10This certification is valid through 3' l MUG t ?. I f(0 ECEIVED
NOV 0 7 2017
�/
RECEIVED
DCM- MHD CiIRY WILMINGTON, NC

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: Shirley and Davld Everhart
Mailing Address: 806 John Morgan Road
--01 Phone Number: %O N (p L(6 S 3 L( / r
�p ff '' z�y��lOs3yl� Cam°
► Email Address: IYIPtIPu C-4 e 4$Ab
I certify that 1 have authorized Southern Environmental Group Inc. (SEGi�
Agent / Contractor
to act on�ty behalf, for the purpose of applying for and obtaining all CAMA permits
for the following proposed development: works associated with stabilizing the
drainage digh between 103 and 113 N. Bald Head Wynd
w �
at my prc'�)erty located at 103 N. Bald Head Wynd
U tO
G U
c in BE&nswick County.
o �
I furthentre certify that I am authorized to grant, and do in fact grant permission to
Division 0 Coastal Management staff, the Local Permit Officer and their agents to enter
E on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Z
Inform n:
T
—► sk,/ .p m�wyng�uro 1(.�/� 1
Il MF 4 t-i (, t_I}._
Pri or Type Name
—� CI�PIPJ�
o Title
Date
N
L C
U �
9 m a
- � This certificatici is valid through �l 3V I a
.7
RECEIVED
NOV I R CEIVED
DCM WWMINGTON NC
DCM- MHD CITY SEP 2 5 2017

tnereae�lnts or other
t..e.cem, tilt Tax
E;iDrem taxes, tees,
which Ina Brunswick Con9 that are a
hens is charged wim (p0
Gollo n. parcel Number
wen otated by the Brunswick C �eAOication
This is r1O load
ps8 tssor�1� der matches the
description.
`3 5vast) Tax
Co{.
-3
IIIIIIIIII I IIIII IIIIIIIIIII IIII III III B3915 P1037 o3g 1PROP
0 Goo
Brunswick County, NC Register of Deeds page 1 of 3
Presenter. 9- —
3 Tr o?�_.Ir
R.r aI Ca
W
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: No Tax Consideration
Parcel Identifier No. Parcel #2604C01801 Verified by County on the _ day of 20_
NO OPINION ON TITLE IS EXPRESSED OR IMPLIED BY THE PREPARER OF THIS DEED
Mail/Box to:
This instrument was prepared by: Ketner 8r Dees Attomeys 121 East Kerr Street. Salisbury. North Carolina 28144
Brief description for the Index: 103 N Bald Head Wynd
THIS DEED made this 2nd day of June, 2017, by and between
GRANTOR GRANTEE
SHIRLEY ANN DAVID EVERHART, TRUSTEE
OF THE SHIRLEY ANN DAVID EVERHART
TRUST DATED JUNE 19, 2009 (AND ANY
AMENDMENTS THERETO)
103 N. Bald Head Wynd
Bald Head Island, NC 28461
SHIRLEY D. EVERHART, and husband
GEORGE R. EVERHART, III
103 N. Bald Head Wynd
Bald Head Island, NC 28461
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.g. corporation or partnership
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in the
City of Bald Head Island, Smithville Township, Brunswick County, North Carolina and more particularly described as follows:
See attached hereto for description of property. Said attachment is incorporated herein and made a part of this deed by
reference.
All or a portion of the property herein conveyed includes the primary residence of a Grantor. ECf ED
'
The property hereinabove described was acquired by Grantor by instrument recorded in Book 3523 ll 1 v 4��e 69.
NOV 0
C`
NC Bar Association Form No. 3 ® 1976, Revised 0 1977, 2002 D`+�- Itri ®
Printed by Agreement with the NC Bar Association —1981 - Chicago Title Insurance Company

IIII IIIIII I IIIII IIIIIIIIIII IIIIIII III Brend M. Clem o�s-2a PRop
Brunswick County, NC Register of Deeds page 2 of 3
A map showing the above described property is recorded in Plat Book page
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever, other than the following exceptions:
Subject to any and all restrictions, easements, reservations and utility rights of way of record which pertain to the within described
property -
Further subject to Declaration of Covenants, Conditions and Restrictions dated January 29,1982, recorded in Book 498 at page 260 in
the office of the Register of Deeds for Brunswick County, North Carolina, and all amendments thereto.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
"I r
Shirley Ann Dqqd Everhart, Trustee of the Shirley Ann
David Everhart rust dated June 19, 2009.
State of North Carolina - County of Brunswick
I, the undersigned Notary Public of the County and State aforesaid, certify that Shirley Ann David Everhart, Trustee of the
Shirley Ann David Everhart Trust, personally appeared before me this day and acknowledged the due execution of the foregoing
instrument for the purposes therein expressed. Witness my hand and Notarial stamp or seal this S day of June, 2017.
My Commission Expires: l • 3 . d it I -1
NoF US L�
VC N� T
Typed or Printed Name of Notary Public
ReCe1\X®
011
pCtA_ MAD CITY
4E_ n:p't-:
�� 1
PUBLIC 1
ts�;�_.....Co�
NC Bar Association Form No. 3 ® 1976, Revised © 1977, 2002
Printed by Agreement with the NC Bar Association — 1981 — Chicago Title Insurance Company

6-0
IIIIIIIIII I IIIII IIIIIIIIIII IIIII II III a3si5 P103l m ors ?0'PR00
OP
Brunswick County, NC Register of Deeds page 3 of 3
Parcel # 2604C01801 Pin #300401369000
That certain lot or parcel of land being shown and described as Tract 1 on a survey entitled "Plat of the Gazebo
Tracts" made by William W. Delaney, II R.I.S., Tide Water Engineering and Surveying, P.A. and duly recorded in
the office of the Register of Deeds for Brunswick County in Map Cabinet X, Instrument Number 231.
Together with a non-exclusive easement and right of way over and across certain other lands designated as
Tract 2 on the aforesaid plat of survey, along a driveway located on said Tract 2 for the purpose of ingress,
egress and regress to and from Tract 1 and North Bald Head Wynd.
A non-exclusive easement and right of way has been reserved over and across the lands herein conveyed,
along a driveway located on said Tract 1, for the purpose of ingress, egress and regress to and from Tract 2 and
Tract 3 as shown on the aforesaid plat of survey, and North Bald Head Wynd.
The easements herein granted and reserved are subject to the terms and conditions of a Joint Driveway Use
and Maintenance Agreement executed by and between the owners of Gazebo Tracts 1, 2 and 3, which
agreement shall run with the land and be binding upon their successors and assigns.
RECEIVED
Nov 0 7 2017
DCM- MHD CITY
NC Bar Association Form No. 3 © 1976, Revised ® 1977, 2002
Printed by Agreement with the NC Bar Association — 1981 — Chicago Title Insurance Company

TWs card886 that there are no delinquent ad
valorem taxes, tees, assessments or other
Hens which the Brunswick County Tax
Collector is charged with ogil-et-ti-n_gI, that re a
Yen on: Parcel Number ;?I(dIJS/tJ
as notated by the Brunswick County
Assessor's Office. This Is not a certification
that the parcel number matches the deed
.7/,7i1' .aiil��
Dale {Assf) Tix Cal. I Del. Tax %Kc
IIIIIIIIIIIIIIIIIIIIIII11111Jill 11111 IAI35 P1616 earns 33'PROP
arunsu,ck County, NC Register of Deads Clepage 1 3
Brenda M. Clemmons Raglster of Deeds
02-12-2016 11.08:33.000 Brunsuck County, NC
NC REVENUE STAMP: $1302.00 (tt470120)
a t �61 ,
�jkCov�Ocash$
Refund Cash _ Finar?m
❑Podbasofdoeu%flt are illegible due to condllion _
ofouginal.
`karmoloontdins soak vng6nd by original
MMY •n.n�
NORTH CAROLINA GENERAL WARRANTY DEED
Delinquent taxes, if any, are to be paid by the Grantee prior to recording this Deed.
Mail after recording to Bald Head Association, P.O. Box 3030. Bald Head Island. North Carolina 28461
This instrument was prepared by Judith A. Ward, P. O. Box 3069. Bald Head Island. NC 28461
Brief description for the Index: "PREPARED WITHOUT OPIMON AS TO TITLE"
Parcel ID: 26s $1,3 2
Battery 4 Creek Lot, Bald Head Island, NC Revenue STampe $1, 302.00
THIS DEED made this TU-/day of February, 2016, by and between
GRANTOR
BALD HEAD ISLAND LIMITED, LLC,
a Texas limited liability company
P.O. Box 3069
Bald Head Island, NC 28461
GRANTEE
BALD HEAD ASSOCIATION,
a North Carolina non-profit corporation
P.O. Box 3030
Bald Head Island, North Carolina 28461
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns,
and shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee
simple, all that certain lot or parcel of land situated in the Village of Bald Head Island, Smithville Township,
Brunswick County, North Carolina, and more particularly described as follows:
BEING all of BATTERY 4 CREEK LOT, containing approximately 1.315 acres of land, as the same is shown in
that certain plat of survey entitled "Subdivision Survey of Battery 4 Parcel for Bald Head Island Limited, LLC",
prepared by ESP Associates, P.A., and recorded in Map Cabinet 86, Page 30, in the Office of the Register of Deeds
for Brunswick County, North Carolina, said Lot having the metes, bounds and location as depicted on said plat.
Pursuant to N. C. G.S. 105-317.2(2), Grantor states that the property herein described doe&ML C jet G s+ jvj� grintary
residence of the Grantor. RCV
NOV 07 ZOV

02 12 2016
I IIIIIII IIIII1IIIIIIII11ll�l111l III �3135 ?101] ^i as PR�
runsuiek ounty, NC sylslsr of Dpds pays 2 of 3
This conveyance is made SUBJECT TO the following restrictions and conditions: (1) the property herein
conveyed shall be held, maintained, administered, and used only as "Common Area", for the common use,
benefit and enjoyment of Grantee's members, in accordance with and as defined in Grantee's governing
documents; (2) the property herein conveyed shall not be divided, subdivided or developed into residential lots
or parcels, nor used for a commercial or paid parking lot (except that Grantee may allow parking, without
consideration, for purposes ancillary to Grantee's activities as a property owner's association), as living or
sleeping quarters, as a grocery store, supermarket, or for the sale of food or beverages, or in connection with real
estate sales, development, property management (except management services provided by Grantee as a
property owner's association for its members on a non-profit basis), or brokerage operations, or for golf cart or
electric vehicle rentals, sales or maintenance, and the unsightly outside storage of goods, equipment, or other
personalty at the property is prohibited. The restrictions and conditions set forth in item (1) above shall run with
the land and shall be binding upon Grantee; the restrictions and conditions set forth in item (2) above shall run
with the land in perpetuity and shall be binding upon Grantee, its heirs, successors, transferees and assigns, and
Grantee, for itself, its heirs, successors, transferees and assigns, agrees, by acceptance of this deed, to abide by
the restrictions and conditions set forth herein. However, nothing contained herein shall preclude Grantee from
dividing the subject property for the purpose of conveying a portion thereof to the Village of Bald Head Island,
North Carolina, or to a non-profit corporation which has conservation or historic preservation as its primary
purpose, PROVIDED that any such conveyance shall be subject to the restrictions and conditions set forth under
item (2) above.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges, improvements, and
appurtenances thereto belonging to the Grantee in fee simple, subject to the exceptions, restrictions and
conditions herein set forth; and the Grantor covenants with the Grantee, that Grantor is seized of the premises in
fee simple, has the right to convey the same in fee simple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all persons except
for the restrictions, conditions and exceptions herein stated.
Title to the property hereinabove described is subject to the following exceptions:
(a) Visible easements and easements, covenants, conditions, restrictions, reservations, rights -of -
way and other matters of record, and as contained or referenced herein, including but not limited to
those contained in that Declaration of Covenants and Conditions Affecting Land recorded in Book
3123, Page 1186 of the, Register of Deeds for Brunswick County, North Carolina, and all
amendments and supplements thereto, and the plat of Subdivision Survey of Battery 4 Parcel for
Bald Head Island Limited, LLC, recorded in Map Cabinet 86, Page 30 of said Registry;
(b) The historical marker installed on the property and the rights, if any, of the public to access
and use the walkway crossing the property from North Bald Head Wynd to Lighthouse Wynd;
(c) The terms, provisions and conditions of the unrecorded Agreement (if any), among and
between the Grantor, Grantee, and the Village of Bald Head Island, regarding the use of the
property herein conveyed; RECEIVED
(d) Zoning ordinances, building codes, land use and other governtt�j �e ions affecting the
use and development of the subject property, and such state off ` o e disclosed by an
accurate survey of the property; and
DCM- MHD CITY
(e) All ad valorem real property taxes and assessments for 2016 and subsequent years, and dues,
fees and charges, if any, imposed by any property owner association(s) having jurisdiction of the
property

.e
IIIIIIIIIIIIII'33PIIIII IIII�1m�sRORIIIIIIIIII B3735 P108
BrunswlCounty, NC Register of Deeds page 3 of 3
IN WITNESS WHEREOF, the Grantor has caused this instrument to be signed in its name by its duly
authorized agent and representative, the day and year first above written.
BALD HEAD ISLAND LIMITED, LLC,
a Texas limited liability company
By� (SEAL)
Charles A. Paul, III, Manager
STATE OF NORTH CAROLINA
BRUNSWICK COUNTY
I, :4& Jam' t'7L+/'S a Notary Public for said County and State, do hereby certify that Charles
A. Paul, III, Manager of Bald Head Island Limited, LLC, personally appeared before me this day, and being by me duly
swam, says that he executed the foregoing instrument for and on behalf of the said Bald Head Island Limited, LLC.
WITNESS my hand
the, day of February, 2016.
�v�O�ARY Z'
mp PUBO
'•• 'I'SWI C K G�, .
My commission expires: / Z - jr-- an/A
RECEIVED
NOV 0 7 W7
DCM- MHD CITY

Permit Class
NEW
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
Vermit
for
X Major Development in all Area of Environmental Concern
pursuant to NCGS I I3A-118
X Excavation and/or filling pursuant to NCGS 113-229
Permit Number
90-13
Issued to Shirley & David Everhart, Bald Head Island Limited and VBHI, addresses as listed in Condition 01 of this permit.
Authorizing development in Brunswick County at Bald Head Creek, 103 N. Bald Head W ty ld
and 113 Lighthouse Landing, Bald Head Island, as requested in the permittee's application dated 4/29/13 (MP-1)
and 6/4/13 (MP-2), including the attached workplan drawings (2), 1 dated revised 6/4/13 & 1 dated revised 5/17/13
This permit, issued on Attgng , 2013 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
oc
to tines, imprisonment or civil action; or may cause me permit to no nun ana voia.
The following listed individuals or entities are a party to this permit in accordance with
documentation provided by the applicant:
a. Shirley and David Everhart, 104 New Castle Circle, Salisbury, NC 28144
b. Bald Head Island Limited c/o Jim Henry — Development Director — PO Box 3069, Bald
Head Island, NC 28461
c. The Village of Bald Head Island c/o Stephen Boyett — Development Services Director —
PO Box 3009, Bald Head Island, NC 28461
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
raxton C. Davis Director
Any maintenance work or project modification not cov_ergd� t '
p EEC G � / Division of Coastal Management
hereunder requires further Division approval. !'` I y
All work must cease when the permit expires on Novo 7 2)! is permit and its conditions are hereby accepted.
December 31, 2016
In issuing this permit, the State of North Ca13^1#eeJAHD
that your project is consistent with the North Carolina Coastal
Management Program.
CITY
Signature of Permitter
52
r-.CM N,nl rNir�i ,TON,

! t, i; :d , ! " � - 1. If , !, , 11 — ..

Shirley and David Everhart, Bald Head Island Limited Permit #90-13
The Village of Bald Head Island Page 2 of 3
ADDITIONAL CONDITIONS
Shoreline Stabilization
2) Unless specifically altered herein, this permit authorizes the installation of the geotextile and aggregate
socks and the grading and other land disturbing activities associated with the construction of the
shoreline stabilization project, all as expressly and specifically set forth in the attached permit
application and workplan drawings. Any additional land disturbing activities and/or construction may
require a modification of this permit. Contact a Division of Coastal Management representative at (910)
796-7215 for this determination.
3) The alignment of the authorized geotextile and aggregate socks shall adhere to the alignment depicted
on the attached workplan drawings.
4) The geotextile and aggregate socks shall not extend more farther waterward of the normal high water
line than depicted on the attached workplan drawings.
5) The geotextile and aggregate socks shall be free from loose dirt or any pollutant. They shall be of a size
and design sufficient to prevent their movement from the approved alignment by wave or current action.
Sedimentation and Erosion Control
61) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
7) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
8) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of completion of
any phase of grading on cut or filled slopes.
General
9) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove, relocate or alter the work or obstructions caused
thereby, without expense to the United States or the state of North Carolina. No claim shall be made
against the United States or the state of North Carolina on account of any such removal or alteration.
10) No vegetated wetlands shall be excavated or filled, even temporarily, witho iWEGn.
11) This permit shall not be assigned, transferred, sold, or otherwise disposed of to0ig17)aM?vithout the
written approval of the Division of Coastal Management. ��+�� I►�I �+1T
12) The permittee and/or his or her contractor i&tV�F�yttit pp}esentativb�ldpt4lt!DI Hi PpP y
project initiation. > %Q%0 V GL-
53 �,

Shirley and David Everhart, Bald Head Island Limited Permit #90-13
The Village of Bald Head Island Page 3 of 3
ADDITIONAL CONDITIONS
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under DWQ Project No.
13-0607.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under COE Action Id. No.
SAW-2013-00407 which was issued on 6/26/13.
RECEIVED
NOV 0 7 2017
DCM- MHD CITY(
RECEIVED
DCM W!LMINGTON, NC
54

Coastal Land Design, PLLC
Civil Engineering/Landscape Architecture
Land Planning/Construction Management
P.O. Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
w .cldeng.com
'Z7
To:
NCDEQ-DCM
127 Cardinal Drive Extension
Wilmington, NC 28405
[phone]
Attu:
Date:
November 2, 2017
File:
250-08
Subject:
Bald Head Island
Outlet Ditch
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity Drawing No. Description
26 Sheets Sheet C-01: Ditch Stabilization Plan
Remarks Please contact our office should you have any questions or concerns. Thank you. NOV 07 Z017
CC: File rN',V
^` ,CCoastal Land Design, PLLC
Client IM G , 2 2017 U
Signed
Jeff Pe

Coastal Management
ENVIRONMENTAL QUALITY
November 3, 2017
Southern Environmental Group, Inc. (SEGi)
c/o Dana Lutheran
5315 South College Road, Suite E
Wilmington, NC 28412
Dear Ms. Lutheran:
ht e
ROY COOPER
Omemur
MICHAEL S. REGAN
I—AW,-
BRAXTON DAVIS
hra'1t1n'
The Division of Coastal Management hereby acknowledges receipt of your application, acting as agent for
Shirley & David Everhart and the Village of Bald Head Island, for State approval to stabilize the Lagoon System
Outlet Ditch, located at 103 North Bald Head Wynd and 113 Lighthouse Wynd, adjacent to Bald Head Creek on
Bald Head Island Brunswick County. It was received as complete on October 26, 2017 and appears to be adequate
for processing at this time. The projected deadline for making a decision is January 9, 2018. An additional 75-day
review period is provided by law when such time is necessary to complete the review. If you have not been notified
of a final action by the initial deadline stated above, you should consider the review period extended. Under those
circumstances, this letter will serve as your notice of an extended review. However, an additional letter will be
provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from October 26, 2017, you may request a
meeting with the Director of the Division of Coastal Management and permit staff to discuss the status of your
project. Such a meeting will be held within five working days from the receipt of your written request and shall
include the property owner, developer, and project designer/consultant.
NCGS I13A-119(b) requires that Notice of an application be posted at the location of the proposed
development. Enclosed you will find a "Notice of Permit Filing' postcard which must be posted at the property of
your proposed development. You should post this notice at a conspicuous point along your property where it can be
observed from a public road. Some examples would be: Nailing the notice card to a telephone pole or tree along the
road right-of-way fronting your property; or at a point along the road right-of-way where a private road would lead
one into your property. Failure to post this notice could result in an incomplete application.
An onsite inspection will be made, and if additional information is required, you will be contacted by the
appropriate State or Federal agency. Please contact me if you have any questions and notify me in writing if you
wish to receive a copy of my field report and/or comments from reviewing agencies.
Sincerely,
Tara MacPherson
Field Specialist
cc: Heather Coats, DCM
Doug Huggett, MHC
Stephen Boyett . VBHI
Chad Coburn, DWR
Liz Hair, USACE
Curt Weychert, DCM Fisheries
Jeremy Humphrey, Shellfish Sanitation
State of North Carolina Environmental Quality I Coastal Management
127 Cardinal [rive FM., Wilmington, NC 28405
910-796-7215
RECEIVED
NOV 0 7 2017
DCM- MHD CITY

NOTI(*10170A
CAMA PERMI
APPLIED FOR
,,To stabilize an existing drainageway outlet
ditc
Isla
m
COMMENTS ACCEPTED THROUGI- Womyniber 30,_2017
APPLICANT:
Agent: Dana Lutheran [phone]
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
�1NC nh.r- of ircastal Management
127 Car.mnal n. Pxtrenr- ocn
Wilmington, NC 98405-
TaFa Macpherson, Eiefd Specialist
910-796-7425

r-z-
Coastal Management
ENVIRONMENTAL QUALITY
November 6, 2017
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Re: Major Public Notice for the Village of Bald Head Island / Brunswick Co.
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON DAVIS
Dimetor
Kyle & Heather: Please publish the attached Notice in the Thursday, November 9, 2017 issue.
The State Office of Budget & Management requires an original Affidavit of Publication prior to
payment for newspaper advertising.
Please send the original affidavit and invoice for payment to Shaun Simpson at the NC Division
of Coastal Management, 127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-7226. Paying
by credit card to the attention of Tanya Wright, (Ref acct # 796-7215).
Please email a copy of the credit card receipt to me.
Thank you for your assistance in this matter. If you should have any questions, please contact me
at our Wilmington office.
cc:
Sincerely,
Shaun K. Simpson
Permitting Support & Customer Assistance
Heather Coats - WiRO
Doug Huggett - MHC
Tyler Cmmbley - USACE
Sarah Young- DCM
RECEIVED
Nov 01 2917
State of North Carolina I Environmental Quality I Coastal Management A _ M H D CITY
127 Cardinal Drive Em., Wilmington, NC 28405 D VM
910-796-7215

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environmental Quality hereby gives public notice as required by
NCGS 113A-119(b) that the following application was submitted for a development permit in an
Area of Environmental Concern as designated under the CAMA: On October 26, 2017, the
Village of Bald Head Island and Shirley & David Everhart proposed to stabilize an existing
drainageway outlet ditch at 103 N. Bald Head Wynd and 113 Light House Wynd, adjacent to
Bald Head Creek, on Bald Head Island, Brunswick County. A copy of the application can be
examined or copied at the office of Tara MacPherson, N.C. Dept. of Environmental Quality,
Division of Coastal Management, 127 Cardinal Drive Ext., Wilmington, NC 28405, (910-796-
7425) during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400
Commerce Avenue, Morehead City, NC 28557-3421, prior to November 30, 2017 will be
considered in making the permit decision. Later comments will be accepted and considered up
to the time of permit decision. Project modification may occur based on review and comment by
the public and state and federal agencies. Notice of the permit decision in these matters will be
provided upon written request.
RECEIVED
Nov 0 7 2017
Stale of North Carolina I Environmental Quality I Coastal Management DC - ® CITY
127 Cardinal Drive Eat., Wilmington, NC 28605
910-796-7215

�JkLk FJl ►+- !
MAJOR PERMIT FEE
ey I„pment Type
Fee
DCM %
DWR %
14300160143510009316256253
2430016024351000952341
I. Private non-commercial development that
does not involve the filling or excavation of
any wetlands or open water areas:
$250
100%
$250
0%
$0
II. Public or commercial development that
does not involve the filling or excavation of
any wetlands or open water areas:
$400
100%
$400
0%
$0
III. For development that involves the filling
and/or excavation of up to 1 acre of wetlands
and/or open water areas, determine if A, B, C,
or D below applies:
III(A). Private, non-commercial development,
if General Water Quality Certification No. 4097
See attached can be applied:
$250
100%
$250
0%
$0
III(B). Public or commercial development, if
General Water Quality Certification No. 4097
See attached can be applied:
$400
100%
$400
0%
$0
III(C). If General Water Quality Certification
No. 4097 (see attached) could be applied, but
DCM staff determined that additional review and
written DWR concurrence is needed because of
concerns related to water quality or aquatic life:
$40
60%
$240
40%
$160
III(D). If General Water Quality Certification
No. 4097 see attached cannot be applied:
$400
60%
$240
40%
$160
IV. Development that involves the filling and/or
excavation of more than one acre of wetlands
nd/or open water areas:
$475
60%
$285
40%
$190
, v;t
u 0V 0 7 201

Date
Date
Check From
Name of Permit
Vendor
Check
Check
Permit Number
NOTES
Received
Depos
(Name)
Holder
Number
amount
ited
9/25/2017
Village of
Village of Bald
PNC Bank
61499
$400.00
major fee, 103 N.
TM rct.
Bald Head
Head Island
Bald Head Wynd
2811D
Island
BHI BrCo 60/40 split
W
0
U
� N
W n
2
U
�
Z
U

NC Division of Coastal Management
Major Permit Application Computer Sheet Ilk 04
AEC: BH Creek / CF River
Fee- $400 #81499 ✓
CDAITS _✓ MHC cc
Applicant: Village of Said Head Island
Agent/Contractor: SEGI c% Dana Lutheran
Project Site County: Brunswick
Staff: Tara MacPherson
ri: Wilmington
Project Name: BHI Drainage Way
�ZecrtFfle: Na
River Basin: Cape Fear
Initial date of application submittal: 9-25-17
Date application "received as complete" in the Field office: 10-26-17
Permit Authorization: ❑ CAMA U Dredge & Fill Moth I
SITE DESCRIPTIONIPERMIT INFORMATION
kJ
ORW: ❑Yes No
PNA: ❑Yes No
Photos Taken: Yes1FNo❑
Setback Required (riparian): Yes o
Critical Habitat: ❑Yes LJNo Rot Sure
15 foot waiver obtained: Yes No
Hazan:10
9t1fication Returned:
❑Yes
%o
SAV: ❑Yes No ❑Not Sure
Shell Bottom: ❑Yes XNo ❑ Not
Temporary Impacts: JNYes ❑No
Sure
Sandbags: ❑Yes No [INot Sure
Did the land use classificgtipn come
LUP: []Yes No
Mitigatiequired (optional):
❑Yes
from county
ANo
Moratorium Conditions:
Environment ssessment Done:
[]Yes ❑No�NA
Length of Shoreline:
��
Yes ❑No ❑NA
FT.
fish Area Designation:
Project Description: (code)
Development Area: (code)
Open -or- Closed
ECONDARY WATER CLASSIFICATION — OPTIONAL (choose MAX of 4)
❑ Future Water Supply (FWS)
❑Nutrient Sensitive Waters (NSW)
❑Swamp Waters (SW)
gh Quality Waters (HQW)
❑ Outstanding Resource Waters (ORW)
WETLANDSIMPACTED
❑ (404) Corp. of Engineers (Jurisdictional
❑ (LS) Sea lavender (Limonium sp.)
❑ (SS) Glasswort ( Salicomia sp.)
wetlands)
❑ (CJ) Saw grass (Cladium jamaicense)
El (SA) Salt marsh oordgrass (Spartina
❑ (SY) Salt reed grass (Spartina
altemiflora)
cynosuroides)
❑ (DS) Salt or spike grass (Distichlis
❑ (SC) Bullrush or three square (Scirpus
(TY) Cattail (Typha sp.)
spicata)
sp )
❑ (JR) Black needlerush (Juncus
❑ (SP) Salt/meadow grass (Spartina
roemerianus)
patens)
APPLICATION FEE
❑ No fee required - $0.00qMajorEl
Private w/ D&F up to 1 acre; 3490
III(D) Priv. public or oomm w/ D&F to 1
pplied - $250
c ; 3490 can't be applied - $400
❑ Minor Modification to a CAM
Modification to a CAMA Major
IV Any development involving D&F of
permit - $100
$250
more than 1 acre - $475
Permit Transfer - $100Public
or commercial w/ D&F to 1
❑ Express Permit - $2000D90
can be applied - $400
❑ Major development extension request -
El II. Public or commercial/no dredge
$100
and/or fill - $400
NOV 0 7 2017
❑ I. Private no dredge and/or fill - $250
❑ III(C) Priv. public or Comm w /D&F to 1
acre; 3490 can be applied; DCM needs
MHD CITY
DWQagreement -$400
DCM-

Village of BHI
Date. 9-25-17
Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of
measurement found in your Activities code sheet
TYPE
REPLACE
Activity Name
Number
Choose
Choose
Dimension t
Dimension 2
Dimension 3
Dimension 4
One
One
New Work
Replace
Maint ❑
❑ Y N
.
New Work Ilk
Replace
Maint ❑
❑ Y
New Work ❑
Maint
Re lace
Y ❑ N
New Work ❑
Replace
1
Maint�k
Y ❑ N
New Work ❑
Replace
Maint
Y ❑ N
New Work ❑
Replace
Maint
❑ Y N
O
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement found
in your Habitat code sheet.
TOTAL Sq. Ft.
FINAL Sq. Ft
TOTAL Feet
FINAL Feet
(Applied for.
(Anticipated final
(Applied for.
(Anticipated final
DISTURB TYPE
Disturbance total
disturbance.
Disturbance
disturbance.
Habitat Name
Choose One
includes any
Excludes any
total includes
Excludes any
anticipated
restoration
any anticipated
restoration and/or
restoration or
and/or temp
restoration or
temp impact
-
temp impacts)
impactamount)
temp impacts)
amount
Dredge ❑ Fill Both ❑ Other ❑
3l
Dredge ❑ Fill ❑ Both ❑ Other
Dredge El Fill XBoth ❑ Other ❑
—tr -1 bV
(4
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
A
O
:: wwwr.nccoastalmanaaement.net revised: 10/12/06