123-18 Hyde Investors

Permit Class Permit Number
NEW/EXPRESS r 123-18
STATE OF NORTH CAROLINA
Department. of Environmental Quality
, and
Coastal Resources Commission
ermit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
Excavation and/or filling pursuant to NCGS 113-229
Issued to Hyde Investors LLC. 8504 Towneley Place Raleigh, NC 27615-2026
Authorizing development in. Carteret County at Bogue Sound, 403 Old Causeway Road, Atlantic Beach, as
requested in the permittee's attached application dated 10/04/18, including workplan drawings (7), all dated
10/09/18.
This permit, issued on November 16, 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
erms may Lie suoject to rmes, imprisonment or civil action; or may cause me permit to oe nuts aria void.
Upland Re -Development
1) Unless specifically altered herein, this permit authorizes the grading and other land disturbing
activities associated with the re -development of the above referenced property, including the
homesites, driveways, and other. associated infrastructure, all as expressly and specifically set forth in
the attached permit application and workplan drawings. Any other work or development proposed in
an Area of Environmental Concern (AEC), including but not limited to the Coastal and Estuarine
Shoreline AECs and located within the applicant's property, shall require a review and authorization
from the Division of Coastal Management prior to work commencing.
(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
In issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DEQ and the
Chairman of the Coastal Resources Commission.
Braxton s, Director
Division of Cod4tal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Hyde Investors, LLC. % Permit No.123-18
Page 2 of 3
- ADDITIONAL CONDITIONS
2) This permit does not authorize any new impervious surfaces within 30 feet of the normal high water
line.
Stormwater Management
3) In order to protect water quality, runoff from the construction must not visibly increase the amount of
suspended sediments in adjacent waters.
4) The Division of Energy, Mineral and Land Resources (DEMLR) approval of this project under
stormwater management rules of the Environmental Management Commission is covered by way of
Stormwater Permit No. S W8 181001, which was issued on 10/23/18. Any violation of the permit
approved by the DEMLR will be considered a violation of this CAMA permit.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan may be required for this project. If required, this
plan must be filed at least thirty (30) days prior to the beginning of any land disturbing activity.
Submit this plan to the Department of Environmental Quality, Land Quality Section, 127
Cardinal Drive Extension, Wilmington, NC 28405.
5) 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
6) 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.
7) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
8) This permit does not authorize the excavation or filling of any vegetated wetlands or open water areas.
9) No development activities authorized under this permit shall take place until documentation of the
completion of the purchase of the property by the permittee is provided to DCM.
10) Should the pemrittee's Offer to Purchase contract be terminated or should the purchase of the property
by the permittee otherwise not take place, this permit shall be revoked unless this permit is legally
transferred in accordance with Title 15A NCAC 07J .0406.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.

Hyde Investors, LLC. Permit No.123-18
Page 3 of 3
ADDITIONAL CONDITIONS
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project SAW Action Id. No.
SAW-2018-02052.
NOTE: The N.C. Division of Water Resources determined the proposed project did not involve open
water development or non -coastal wetlands therefore did not require General Water Quality
Certification and assigned the project DWR Project No. 2018-1475.
NOTE: Any change or changes in the plans for development, construction, or land use activities will
require a re-evaluation and modification of this permit. Contact a representative of the Division at
[phone] prior to the commencement of any such activity for this determination. The
pemrittee is further advised that many non -water dependent activities are not authorized within 30
feet of the normal high water line.
NOTE: An Express Permit application processing fee of $2,000 was received for this project.

0
6
DIVISION OF COASTAL MANAGEMENT
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Coastal Management
ENVIRONMENTAL QUALITY November 16, 2018
Hyde Investors LLC
Max Barbour
8504 Towneley Place
Raleigh, NC 27615-2026
Dear Mr. Barbour:
ROY COOPER
Governor
MICHAEL S. REGAN
secretory
BRAXTON C. DAVIS
Director
C<0-
The enclosed permit constitutes authorization under the Coastal Area Management Act,
and where applicable, the State Dredge and Fill Law, for you to proceed with your project
proposal. The original (buff -colored form) is retained by you and it must be available on site
when the project is inspected for compliance. Please sign both the original and the copy and
return the copy to this office in the enclosed envelope. Signing the permit and proceeding
means you have waived your right of appeal described below.
If you object to the permit or any of the conditions, you may request a hearing pursuant
to NCGS 113A-121.1 or 113-229. Your petition for a hearing must be filed in accordance with
NCGS Chapter 150E with the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, NC 27611-6714, [phone] within twenty (20) days of this decision on your
permit. You should also be aware that another qualified party may submit an objection to the
issuance of this permit within twenty (20) days.
The project plan is subject to those conditions appearing on the permit form. Otherwise,
all work must be carried out in accordance with your application. Modifications, time extensions,
and future maintenance requires additional approval. Please read your permit carefully prior to
starting work and review all project plans, as approved. If you are having the work done by a
contractor, it would be to your benefit to be sure that he fully understands all permit
requirements.
From time to time, Department personnel will visit the project site. To facilitate this
review, we request that you complete and mail the enclosed Notice Card just prior to work
initiation. However, if questions arise concerning permit conditions, environmental safeguards,
or problem areas, you may contact Department personnel at any time for assistance. By
working in accordance with the permit, you will be helping to protect our vitally important coastal
resources.
Enclosure
Sincerely,
0 vA
Do glas V. Hugge
Major Permits Manager
N.C. Division of Coastal Management
State of North Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
252 808 2808

ROY COOPER
Governor
MICHAELS.REGAN
Secretary
BRAXTON C. DAVIS
Director
Ms. Phyllis Sechrest
6786 Kelsey Court
Gibsonville, NC 27249
Dear Ms. Sechcrest:
NORTH CAROLINA
Environmental Quality
November 16, 2018
This letter is in response to your correspondence, which was received by the Division of Coastal
Management on 10/25/2018 regarding your concerns about the proposed development by Hyde Investors,
LLC, 402 Old Causeway Road, adjacent to Bogue Sound, in Atlantic Beach, Carteret County. The
proposed project consists of10-building multifamily duplexes, driveways, retaining wall, utilities, and septic
systems. The proposed project has been determined to comply with the Rules of the Coastal Resources
Commission and as such, a permit has been issued to authorize the development. A copy of the permit is
enclosed for your review.
If you wish to contest the Division's decision to issue this permit, you may file a request for a Third Party
Appeal. The Chairman of the Coastal Resources Commission will consider each case and determine
whether to grant your request to file for a Contested Case Hearing. The hearing request must be filed with
the Director, Division of Coastal Management, in writing and must be received within twenty (20) days of
the disputed permit decision.
If you would like copies of the appropriate appeal forms or should you like to discuss the specifics of the
process, please feel free to contact me by telephone at [phone] extension 212, or by email at
[e-mail].
Sincerely,
Ca- /1.4 �
Doug Huggett
Manager, Major Permits Section
CC: Roy Brownlow, District Manager, DCM
Heather Styron, Field Representative, DCM
D Q3
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City North Carolina 28557
252.8082808

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
EXPRESS MAJOR PERMIT
APPLICANT: Hyde Investors LLC County: Carteret
PROJECT NAME: Windfare Condominiums
LOCATION OF PROJECT: 402 Old Causeway Road, Atlantic Beach NC 28512
FIELD REPRESENTATIVE NAME: Heather S on DISTRICT OFFICE: Morehead City
DATE APPLICATION RECEIVED BY FIELD REP: 10/10/18
DATE RECEIVED COMPLETE BY FIELD REP: 10/10/18
DISTRICT MANAGER REVIEW: Roy Brownlow
PERMIT COORDINATOR ASSIGNED: Roy Brownlow
DATE ACKNOWLEDGEMENT SENT: 10/16/18 FEE REC'D: $
DATE PUBLIC NOTICE POSTED IN NEWSPAPER: 10/19/18 END OF NOTICE DATE: 11/08/18
ADJ. RIP. PROP NOTICES REC'D: Yes or No
DEED REC'D: Yes or No
DATE REQUEST FOR COMMENTS MAIL OUT: 10/18/18 COMMENT DUE DATE: 10/31/18
30 DAY DEADLINE: 11/09/18 150 DAY DEADLINE: N 4 E/ eref
FEDERAL DUE DATE: telx1 /p FED COMMENTS REC'D:
PERMIT FINAL ACTION: ISSUE DENY DRAFT ON
AGENCY
DATE
COMMENTS
RETURNED
COMMENTS:
YES NO
NOTES
DCM -Regional Field Representative
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DCM - LUP Consistency Determination
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Local Permit Office TOwde� A•�i•
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NCDOT - Division of Highways
DAH - Division of Archives & History
DCA - Division of Community Assistance
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DEH - Shellfish Sanitation Resources
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DMF- Fisheries Resource Spec..
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DWR - Division of Water Resources p j
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SPO - State Property Office
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WRC - Wildlife Resources Commission
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USACoE - Corps of Engineers
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DCM Coordinator: Roy Brownlow Distributed Yes® No ❑
Applicant: Hyde Investors- LLC Distribution Date: 10/17/2018
AGENCY
WIRO
WARD
LPO
Rachel Love Adrick MHC
Rachel Love Adrick Washingon
DCM Planner
Mike Christenbury Wilmington
Charlan Owens Eliz City
US COE:
Liz Hair
Raleigh Bland (Beaufort Camden,
(Carteret Onslow, Pender)
Chowan, Craven, Hertford, Hyde,
Tyler Crumbley (Temporarily away
Perquimans, Tyrrell)
everything goes to Liz)
Josh Peletier - (Bertie, Currituck, Dare,
US COE (NC DOT)
(Brunswick, New Hanover)
Gates, Pamlico, Pasquotank, Washington)
DOT Brad Shaver
DOT - Tom Steffans - (Beaufort, Carteret,
(Brunswick, New Hanover, Onslow,
Craven, Pamlico
Pender)
Mark Zeigler (Onslow, Pender, New
Community Assistance
Hanover, Brunswick)
Lee Padrick (Beaufort Carteret Craven,
Lee Padrick (Beaufort Carteret,
Eliz City, Pamlico, Washington)
Craven Eliz City, Pamlico, Washington
Cultural Resources
Renee Gledhill -Earley
Renee Gledhill -Earley
Chris Southerly or Nathan Henry
Underwater Archaeology
Chris Southerly or Nathan Henry
Div. of Water Voo",cAe
jauagpmwiffeP. W. 5-
Heidi Cox
Clif Whitfield
Curt Weychert WIRO
Marine Fisheries
Shane Staples MHC
Shane Staples WARO/ECRO
NC DOT
David Harris
David Harris
Shellfish Sanitation
Shannon Jenkins
Shannon Jenkins
State Property
Tim Walton
Tim Walton
DEMLR/DWR:
Karen Higgins
Karen Higgins
(NC DOT)
Kristy Lynn Carpenter
Kristy Lynn Carpenter
DEMLR
Sediment & Erosion-
Dan Sams
Richard Peed
Storm water -
Dan Sams (per Georgette Scott)
Roger Thorpe
DWR 401-
Robb Mairs (Carteret, New Hanover
Anthony Scarbraugh
Onslow, Pender,)
Chad Coburn (Brunswick)
(NC DOT) -
Joanne Steenhuis Brunswick, New
Garcy Ward
Hanover, Onslow, Pender
WRC
Maria Dunn (WARD)
Maria Dunn (WARO)
WRC (NC DOT)
Travis Wilson
Travis Wilson
Natural Heritage Program
Rodney Bulter
Rodney Bulter
H:\Major Permit\Templates\Maj Comment Distribution Sheet.docx
Revised: 6/29/2018

ROY COOKER
Gavemor
MICHAEL S. REGAN
Secretary
BRAXTON C,'DAV5
Dtmavr
October 17, 2018
NORTH CAROLINA
Ehvironmental Quallty
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO: Shane Staples
Division of Marine Fisheries
FROM: Heather Styron
MHC DCM Field Representative
SUBJECT: CAMA Permit Application Review
Applicant: Hyde Investors, LLC
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums.
Please indicate below your agency's position or viewpoint on the proposed Express project
and return this form by (14 Days). If you have any questions regarding the proposed
project, please contact Heather S.tyron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
SIGNED
This agency approves of the project only if the recommended changes
are incorporated. See attached. .
This agency objects to the project for reasons described in the
attached comments.
DATE
Q Q
North CdrblinaDeparunent of Envhntunental Quality I DivislonofCoastal Management
Momhead City Offlce 1:400 Commerce Avenue I Morehead -City, North Camp" 2M
252:80821808

ROY COOPER
C,otiemor
MICHAEL 8. REGAN
Secretary
BRAXTON Q DAVIS
Director
October 17, 2018
NORTH CAROLINA
Environmental Quality
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO: Lee Padrick
Division of Community Assistance
FROM: Heather Styron
MHC DCM Field Representative
SUBJECT: CAMA Permit Application Review
Applicant: Hyde Investors, LLC
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
Please indicate below your agency's position or viewpoint on the proposed Express -project
and return this form by (14 Days). If you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: _ This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
SIGNED DATE
... OrI91EQ:>
North CarolinaDepactmemofEnvironmentalQualty I DMsionofCoasralManagemenC
Morehead City Office I.400:Commerce Avenue I Morehead City, NorthCarolina 28557
.252:808,2808

ItOY COOPER
Govembr
rvucm L & REGAN
Secretary
BRAXTON C;DAVIS
Director
October 17, 2018
NORTH CAROLINA
Environmental Quality
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO: Rodney Butler
NC Natural Heritage Program
FROM: Heather Styron
MHC DCM Field Representative
SUBJECT: CAMA Permit Application Review
Applicant: Hyde Investors, LLC
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
Please indicate below your agency's position or viewpoint on the proposed Express project. -
and return this form by (14 Days). If you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project._
This agency approves of the project only if the recommended changes
are incorporated. See attached. `
This agency objects to the project for reasons described in the
attached comments.
SIGNED DATE
fE Q p
North tamikka Department of Environmental.Quality I Division of Coastal Management
.Morehead otytlfflce- 1400 Commerce Avenue I Morehead City, North Carolina 28557
.252 WU808

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C,:DAVIS
Director
October 17, 2018
NORTH CAROLINA
Environmental Quality
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO: Rachel Love Adrick
Division of Coastal Management
FROM: Heather Styron ,
MHC DCM Field Representative
SUBJECT: CAMA Permit Application Review
Applicant: Hyde Investors, LLC
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
Please indicate below your agency's position or viewpoint on the proposed Express project
and return this form by (14 Days). If you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: _ This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
SIGNED DATE
North Carohm Department of EtnlronmentalQuahty I DiAslonofCoastal Management
Morehead CityOfFlce 1400 Commetce.Avehue I Morehead Cry, North Caron a 28557
252.8083808

ROYCOOPER
Owenar
MICHAEL S. REGAN
Secretory
BRAXTON. C DAVIS
DWctor
October 17, 2018
NORTH CAROLINA
Environmental Quality
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO: Karen Higgins
Div. of Water Resources
FROM: Heather Styron
MHC DCM Field Representative
SUBJECT: CAMA Permit Application Review
Applicant: Hyde Investors, LLC
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
Please indicate below your agency's position or viewpoint on the proposed -Express project
and return this form by (14 Days). If you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: _ This agency has no objection to the project as proposed.
This agency has no comment on the proposed -project.
This agency approves of the project only if the recommended changes
are incorporated. See attached..
This agency objects to the project for reasons described in the
attached comments.
SIGNED DATE
D_EQ
North Carobna:DepartmentOEnvlmnment$(Iuagty 10"Ion.ofCoastal Management
.Morehead CltyOfFlce 1.400'Commerc Mmue I Momhead;City, North Carollm 28557
.252:8082808

ROYCOOPER. NORTH CAROLINA
Governor Env7ronnment0tOuality
MIcHAEL $. PECAN
Secretary
BPAXTON C,DAVIS
'Olreotbr ..
October 17, 2018
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO:
FROM:
-SUBJECT:
Applicant:
Project Location:
Proposed Project:
Dan Sams
DEMLR/ Stormwater
Heather Styron
MHC DCM Field Representative
CAMA Permit Application Review
Hyde Investors, LLC
402 Old Causeway Road, Atlantic Beach, Carteret County
Windward Condominiums
Please. indicate below your agency's position or viewpoint on the proposed Express project
and return this form by (14 Days). If you have any questions cegarding.the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District.
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: _ This agency has no objection to the project as proposed.
SIGNED
This agency has no comment on the proposed project.
This agency approves of the project only if the.recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
DATE
D_EQ�
.. _ nl9 a, NimeaWptvp,
North Carollnagepaetment OfEmlronmentalQuallty I OlviglonofCoastalManagement
.Morehead City Office 1400.CommerceAverale 1 Morehead City, North Caiallha 28557
.252;8082808

ROY COOPER
Govemor
MICHAELS. REGAN
Secretary
BRAXTON C, DAVIS
Director
October 17, 2018
NORTH-CAROLINA
£nvlronmentalQuatity
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO: Dan Sams
DEMLR/ Sediment & Erosion
FROM: Heather Styron .
MHC DCM Field Representative,
SUBJECT: CAMA Permit Application Review
Applicant: Hyde Investors, LLC
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
Please indicate below your agency's position or viewpoint on the proposed Express project
and return this form by (14 Days). If you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: _ This agency has no objection to the project as proposed.
SIGNED
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
DATE
PWQ5
North carolinadepartmentofEnvlronmental;Quality f DIWsionofCoattalManagement
.Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 2M7
252,8D82$08

ROY COOPER.
Gaverrtur
WCHAEL S; REGAN
Secretary
BRAXTON C, DAVIS
Director
October 17, 2018
NORTH'CAROLINA
jEnviranmentat Quality
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO:
FROM
SUBJECT:
Applicant:
Project Location:
Proposed Project:
Tim Walton
State Property Office
Heather Styron
MHC DCM Field Representative
CAMA Permit Application Review
Hyde Investors, LLC
402 Old Causeway Road, Atlantic Beach, Carteret County
Windward Condominiums
Please indicate below your agency's position or viewpoint on the proposed Express project
and return this form by (14 Days). If you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: _ This agency has no objection to the project as proposed.
SIGNED
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
DATE
PkEQ!�
North.CarohnaDopattment of E,nvlronmentatQuailty j DIVWonofCoastalhlanagement
MoreheadClty0fHce 1400'Commerce Avenue 1 Morehead' City, North Carolina 28557
2528082808

ROY COOPER
Govemor
MICHAEL S. REGAN
Secretary
BRAXTON C,'DAVIS
DUector
October 17, 2018
NORTH CAROLINA
EnvitmnentalQuallty
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO: Renee Gledhill -Early
NC Department of Cultural Resources
FROM: Heather Styron
MHC DCM Field Representative
SUBJECT: CAMA Permit Application Review
Applicant: Hyde Investors, LLC
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
Please indicate below your agency's position or viewpoint on the proposed Express project
and return this form by (14 Days). If you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District.
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: _ This agency has no objection to the project as proposed.
SIGNED
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described, in the
attached comments.
DATE
OKAy
�EQ��
F enUnW�
North GBmlina Department of Environmental Quality I olvielonofCoastalManagement
Morehead Clty Office I.400'CommerceAvenue I Morehead City, North Carolina 28557
2528083808

ROY'COOPER
Goyemor
WHAn S. REGAN
Secretary
BRAXTON C,'DAVIS
'Director
October 17, 2018
NORTH CAROLINA
Envhapmearal Quality
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Chris Southerly
Div. of Underwater Archaeology
Heather`Styron
MHC DCM Field Representative
CAMA Permit Application Review
Hyde Investors, LLC
402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
_Please indicate below your agency's position or viewpoint on the.proposed Express project_
and return this form by (14 Days). If you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: _ This agency has no objection to the project as proposed.
SIGNED
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
DATE
DES
North Card[ImCOepartrngnt of Environmental,Quality I Diviston of Coastall Mattagement
Morehead OtyOfflcel 400;Commerce.Avehue I Morehead City, North Catotlria28557
252.808.2808

ROY COOPER NORTH CAROLINA
Gavemer EnftnmentatQuality
MICHAEL S. REGAN
Secretary
BRAXTON C DAVIS
Director
October 17, 2018
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO: Shannon Jenkins
DMF/ Shellfish Sanitation
FROM:. Heather Styron
MHC DCM Field Representative
SUBJECT: CAMA Permit Application Review
Applicant: Hyde Investors, LLC
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums.
Please indicate below your agency's position or viewpoint on the proposed Express project
and return this form. by (14 Days). If you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: _ This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
SIGNED DATE
-�%EQ
North Carolina Department of EnvlronmentaGQudfity I Division d0oastal Management
.Morehead Clty Office 1400:CmnmerceAvenue I Morehead City, North CarolinaHW
2$28082&,08

I20Y COOPER
Covemor
WHAELS,AEGAN
secretary .
$RAXTON Cc. DAVIS
Director
NORTH CAROLINA
Emlror) neplal Qualify
October 17, 2018
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO: Heidi Cox
Div. of Water Infrastructure
FROM: Heather Styron
MHC DCM Field Representative
SUBJECT: CAMA Permit Application Review
Applicant: Hyde Investors, LLC
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
Please indicate below your agency's position or viewpoint on the proposed Express project _
and return this form by (14 Days). If you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
DATE
ODE
North caroifoatSepactmentof'EnvironmentA.Quality 1 DIWslonofCommlManagement
Morehead City0dice 1�400:Commerce Avenue I MoreheadClty North Caro1Im2M7
.252S082808

ROYCOOPER NORTH CAROLINA
00Vftbr RAV1ro4M4*afQU4ti y
M11CHAEL S. REGAN
Secretary
BRAXTON C:;DAVIS.
Director
October 17, 2018
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO: David Harris
NC DOT, State Construction/Materials Branch
FROM: Heather Styron
MHC DCM Field Representative
SUBJECT: CAMA Permit Application Review
Applicant: Hyde Investors, LLC
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
Please indicate below your agency's position or viewpoint on the proposed Expressproject
and return this form by (14 Days). If you have any questions regarding the.proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: _ This agency has no objection to the project as proposed.
SIGNED
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
DATE
DEQ
North Carohnzb4part[negt of Enyironmetital,Quatlty f DiAstori of coastal Management
Morehead CttyOtflce 1 400-Commerce.Avenue i Morehead City, North Carolina 28557
252808.2808

ROYGOOPER
Covetndr
MICHAEL S. PEGAN
Secretary
BRAXTON C, DAVIS
Dlrecror
October 17, 2018
NORTH CAROLINA
Envlrorunenfa#Quollty
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO: Maria Dunn
NC Wildlife Resources Commission
FROM: Heather Styron
MHC DCM Field Representative
SUBJECT: CAMA Permit Application Review
Applicant: Hyde Investors, LLC
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
Please indicate below your agency's position or viewpoint on the proposed Express project
and return this form by (14 Days). If you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: _ This agency has no objection to the project as proposed.
SIGNED
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
DATE
D_EQ
eautmeM� /'
North CamltriaDepartmcntofEnvironmentalQuality I DvlstonofCoastalManagement
.Morehead City Office J 400 Commerce Avenue 1 Morehead City, North Cardllm28557
25Z808.g808

kOY COOPER
Govemor
MICHAtU BEGAN
Secretary
BRAXTON C; DAVIS
Dtreotor
October 17, 2018
NORTH CAROLINA
EnWronmentatQuallfy
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO: Robb Mairs
Division of Water Resources - 401
FROM: Heather Styron
. MHC,DCM Field Representative
SUBJECT: CAMA Permit Application Review
Applicant: Hyde Investors, LLC
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
Please indicate below your agency's position or viewpoint on the proposed Express project
and return this form by (14 Days). If you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: _ This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
SIGNED DATE
DE
m�awnmon�.
North CarQIII ADepatitnent of Wrontaental,QUal" I DIvistoq of CoaSWMaoagetnent
-MoreheadatyOfFlce 14000ommerce Averwe I Morehead: City, North Carolina 28SS7
252.808.2808

ROY COOPER
Covemor,
MICHAEL S. RECAN
Secretary
BRAXTON. C,DAVIS
Director
October 17, 2018
NORTH CAROLINA
EnvfronmentutQuality
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO: Michelle Shreve
Atlantic Beach Local Permit Officer
FROM.: Heather.Styron
MHC DCM Field Representative
SUBJECT: CAMA Permit Application Review
Applicant: Hyde Investors, LLC
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
Please indicate below your agency's position or viewpoint on the proposed Express project
and return this form by (14 Days). If you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
SIGNED DATE
� E) Qio
North CarollnaDepamnent of EnvironmentatQuality C DlvlstonofCoastal.Management
Morehead City Office 1 400'Commerce Avenue I Morehead' City, North Caro➢na 28557
2528082808

Bodnar, Gregg
From:
Sent:
To:
Subject:
20181474
20181475
Mairs, Robb L
Thursday, December 13, 2018 10:59 AM
Bodnar, Gregg
RE: Town of Beaufort BAA
1 Other Collette 329 Core Creek Rd Carteret
1 Multifamilyl Duplex 402 Old Causeway Rd Carteret
Gregg, these two projects were also issued and did not require written approval as well.
From: Bodnar, Gregg
Sent: Thursday, December 13, 2018 10:51 AM
To: Mairs, Robb L <[e-mail]>
Subject: RE: Town of Beaufort BAA
Perfect.
Thanks,
G regg
From: Mairs, Robb L
Sent: Thursday, December 13, 2018 10:50 AM
To: Bodnar, Gregg <[e-mail]>
Subject: RE: Town of Beaufort BAA
Gregg,
Correct, this will not require written concurrence (DWR# 2018-1587). 1 will follow up with a letter as well.
Thanks,
:.rr.
From: Bodnar, Gregg
Sent: Thursday, December 13, 2018 9:37 AM
To: Mairs, Robb L <[e-mail]>
Subject: Town of Beaufort BAA
Hey Robb,
Just wanted to check in. I'm thinking this will be a no concurrence, (all upland)?
Thanks,
1

DCM Coordinator: Permit
DCM Field Offices
Elizabeth City
Morehead City
Washington
Wilmington
US ACOE Offices:
Washington:
MAHING DISTRIBUTION SHEET
If —/fir ill
r
vf
(with i sed w plan drawings
04P
Raleigh Bland (Beaufort, Camden, Chowan, Craven, Hertford, Hyde, Perquimans,
Tyrrell)
Josh Peletier (Bertie, Currituck, Dare, Gates, Pamlico, Pasquotank, Washington)
Tom Steffans (NC DOT- Beaufort, Carteret, Craven, Pamlico)
Bill Biddlecome (NC DOT -Remainder ECity/Washington District)
Wilmington: Tyler Crumbley (Brunswick, New Hanover)
Liz Hair (Carteret, Onslow, Pender)
Brad Shaver (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Cultural Resources:
Public Water Supply:
Marine Fisheries:
NC DOT:
Shellfish Sanitation:
State Property:
DEMLR/DWR:
Renee Gledhill -Earley at [e-mail] `
Heidi Cox (WIRO)
Shane Staples
David Harris
Shannon Jenkins / Sharron Gupton
Tim Walton / Mike Moser
Sheri Montalvo
Clif Whitfield (WARD)
Curt Weychert
Washington: Anthony Scarbraugh-401
Roger Thorpe-Stormwater
Garcy Ward- (NCDOT-Beaufort, Bettie, Camden, Carteret, Chowan, Craven, Currituck,
Dare, Gates, Hertford, Hyde, Pamlico, Pasquotank, Perquimans, Tyrrell, Washington)
Wilmington: Robb Mairs — 401 (Carteret, Onslow, Pender)
Chad Coburn — 401 (Brunswick, New Hanover)
Gy, A%t tW, Ocergette-Scett - Stormwater
Joanne Steenhuis - 401 (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Wildlife Resources: Maria Dunn (WARO) (NCDOT) Travis Wilson
Natural Heritage Program Rodney Butler
600 99t4 S�04
Fax Distribution: Penmittee #: Agent#

A •�
ON MP-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
ILL.7iliL�FJT.LIRF.1�7►96y[i1�Ii1��ZiLF�G��diL\JSiI�� l��ll
1. Primary Applicant Landowner Information
Business Name
Project Name (if applicable)
Hyde Investors, LLC
Windfare Condominiums
Applicant 1: First Name
MI
Last Name
Max
O.
Barbour, Sr.
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional pages) with names listed.
Mailing Address
PO Box
City
State
8504 Towneley Place
Raleigh
NC
ZIP
Country
Phone No.
FAX No.
27615-2026
us
919- 847 - 4239 ext.
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. AgentContractor Information
Business Name RECIEWU
The Cullipher Group, PA
Agent/ Contractor 1: First Name
MI
Last Name OCT 10 Z018
Ginger
Y.
Turner
Agent/ Contractor 2: First Name
MI
Last Name L)CM-MHD CITY -
Mailing Address
PO Box I
City
State
151-A Highway 24
Morehead City
NC
ZIP
Phone No. 1
Phone No. 2
28557
252 - 773 - 0090 ext.
ext.
FAX No.
Contractor If
252-773-0243
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
<Form continues on back>
252.808.2808 .. 1-888.4RCOAST .. www.nccoastalmanagement.net

Fo% DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Carteret
402 Old Causeway Road
Subdivision Name
city
State
Zip
n/a
Atlantic Beach
NC
2851T
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
I I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Bogue Sound
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
ONatural ❑Manmade ❑Unknown
Bogue Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
❑Yes ❑No
work falls within.
Town of Atlantic Beach
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
631 feet
99,234.36 sf
c. Size of Individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
3' ONHW or ❑NWL
NED
e. Vegetation on tract
Maintained grassed lawns, wax myrtles and ornamental palms
OCT 10 2018
f. Man-made features and uses now on tract DCM-M
Existing mobile home park including rock/gravel drive, trailers with attached covered porches, decks and detached
storage buildings
g. Identify and describe the existing land uses adlacent to the proposed project site.
Residential including mobile homes and single family home sites
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
MHI -Mixed Use High Intensity
OYes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes [Z]No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ONo ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a []Yes ❑No ❑NA
National Register listed or eligible property?
<Form continues on next page>
252.808.2808 :. 1.888.4RCOAST :: www.nccoastaimanagement.net

F� �DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (1) Are there wetlands on the site?
[]Yes ONo
(ii) Are there coastal wetlands on the site?
❑Yes jZjNo
(III) if yes to either (1) or (ii) above, has a delineation been conducted?
[]Yes ONo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Onsite septic systems
RECEIVED
o. Describe existing drinking water supply source.
Municipal water provided by the Town of Atlantic Beach
OCT 10 2018
p. Describe existing storm water management or treatment systems.
DCM-M H D CITY
None exist
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? mCommercial ❑Publlc/Government
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Multifamily residential project (condominiums)
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.
Excavator to remove existing and conflicting utilities, dump trucks to haul material, motor grader to spread and
grade the site and a paver for the access drive
d. List all development activities you propose.
Filling the site for proposed septic systems, construction of road, buildings, driveways, domestic waterline
extension of Town of Atlantic Beach water main, utilities and retaining wall.
e. Are the proposed activities maintenance of an existing project, new work, or both?
New work (redevelopment)
f. What is the approximate total disturbed land area resulting from the proposed project? ❑Sq.Ft or OAcres
Approximately 2.3
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ONo ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No point discharges only sheet flow
i. Will wastewater or stonnwater be discharged into a wetland? ❑Yes ONo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes ❑No ❑NA
j. Is there any mitigation proposed? ❑Yes ❑No ONA
If yes, attach a mitigation proposal.
<Form continues on back>
2 5 2 - 8 0 8 - 2 8 0 6 .. 1-888-4RGOAST .. www.nccoastal management. net

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, If applicable, must be submitted In order for the application
package to be complete. Items (a) - (0 are always applicable to any major development application. Please consult the application
Instruction booklet on how to properly prepare the required items below.
a. A project narrative. -
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that Is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
I. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by ceNfied mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Phyllis H. Sechrest Parcel # 637608873796000 Phone No. 336449-3645
Address 6786 Kelsey Court, Gibsonville, NC 27249
Name Blanche Mitchell Parcel # 637512873397000 Phone No. 919-231-7747
Address 3609 Melrose Drive, Raleigh, NC 27604
Name Phone No.
Address
g. A list of previous slate or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
h. Signed consultant or agent authorization form, If applicable.
I. Wetland delineation, If necessary.
j. A signed AEC hazard notice for projects in oceanfront and Inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land I
I understand that any permit issued in response to this application will allow only th
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the Information provided in this application is truthful to the best of my knowledge.
Date It, Print Name The Cullipher Group, PA, Ginger Y. Turner, PE (agent)
Signaturel�/K..vL
Please Indicate application attachments pertaining to your proposed project. D
❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts RECEW
❑L- DCM MP-3 Upland Development
❑DCM MP-4 Structures Information OCT 10 2018
DCM-MHD CITY
252.808-2808 :: 1-888.4RCOAST :: www.nccoastalmanagement.net

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed.
10 buildings, 20 units
c. Density (give the number of residential units and the units per
acre).
8.77 residential units/acre
4.39 buildings/acre
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
NYes ❑No ❑NA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
31.89%-Effective BUA w/ pervious pavement 18.60%
I. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
33.56%
j. Describe proposed method of sewage disposal.
On -site septic systems, Ecoflow, Type A Biofilter,
installed on gravel bed
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
conveyance of stormwater through vegetated swales
and then sheet flow through buffer to existing bulkhea
7
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
approximately 2.3 acres
f. List the materials (such as mad, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt drive, pervious concrete and standard
concrete for driveways
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review? RECEWD
❑Yes ENo ❑NA
(ii) If yes, list the date submitted: O C T 10 2018
DCM-MHD CITY
Have the facilities described in Item (i) received state or local
approval?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
®Yes []No ❑NA
If yes, attach appropriate documentation.
pervious pavement proposed and treating portions
of the proposed buildings
252-808-28082 :: 1.888.4RCOAST :: www.nccoastalmanacement.net revised: 12/26/06

Form DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
proposed extension of the municipal water system
owned by the Town of Atlantic Beach
o. When was the lolls) platted and recorded?
1'01u119
Dale
Windfare Condominiums
Project Name
The Cullipher Group, PA, Ginger Y. Turner, PE (agent)
Ap cant Name
Applicant 99nature�--S%
n. (I) Will water be Impounded? []Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
Installed for this upland development?
[]Yes ❑No I]NA
RECEIVED
OCT 10 2018
DCM-MHD CITY
252-808.2808 :: 1-888-4RCOAST :: www.nccoastalmananement.net revised: 12126/06

Huggett, Doug
From:
Sent:
To:
Cc:
Subject:
Done
Roy Brownlow
District Manager
Brownlow, Roy
Wednesday, November 7, 2018 3:56 PM
Huggett, Doug
Bodnar, Gregg; Styron, Heather M.
RE: Windfare Condos -Hyde InvestmentsLLC Express Major Permit FINAL DRAFT Review
& Compliance Coordinator
Division of Coastal Management
Department of Environmental Quality
252 808 2808 office
Extension 217
Roy. Brownlow@ncden r.00v
400 Commerce Ave
Morehead City, NC 28557
e-��-DUQi�.
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Huggett, Doug
Sent: Wednesday, November 07, 2018 3:29 PM
To: Brownlow, Roy <[e-mail]>
Cc: Bodnar, Gregg <[e-mail]>; Styron, Heather M. <[e-mail]>
Subject: RE: Windfare Condos_Hyde InvestmentsLLC Express Major Permit FINAL DRAFT Review
Roy
I am afraid that after tracking down the green card info through the USPS site, one of the packages was not delivered
until Oct 16`h. That means we have to give that prop owner 30 days from the 16th to comment, during which we can't
issue the permit. So, that means that we cant issue the permit until Friday the 161", unless a statement of no objection
can be obtained before then.
Sorry. Can you let Stroud know?
Doug

From: Brownlow, Roy
Sent: Wednesday, November 7, 2018 11:45 AM
To: Huggett, Doug <[e-mail]>
Cc: Bodnar, Gregg <grege.bodnar([e-mail]>; Styron, Heather M. <[e-mail]>
Subject: RE: Windfare Condos —Hyde InvestmentsLLC Express Major Permit FINAL DRAFT Review
Thanks for your assistance and review, Doug.
• I have incorporated your edits and comments into the permit draft (see attached)
• We do have a email correspondence from an adjacent property owner (Sechrest — attached)
• I have attached a draft of the response letter to Sechrest to go out the day of permit issuance
• Public notice period ends tomorrow 11/8
Adjacent property owners 30 days being notified is qualified tomorrow 11/8
If there is anything else we need to do to prepare it for your signature, let me know!
Thanks again for your help on this. Gregg has been very helpful also.
Roy Brownlow
District Manager
& Compliance Coordinator
Division of Coastal Management
Department of Environmental Quality
252 808 2808 office
Extension 217
Roy. Brown low(ancdenr.gov
400 Commerce Ave
Morehead City, NC 28557
D_EQ�
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Huggett, Doug
Sent: Wednesday, November 07, 2018 10:03 AM
To: Brownlow, Roy <[e-mail]>
Cc: Bodnar, Gregg <[e-mail]>; Styron, Heather M. <[e-mail]>
Subject: RE: Windfare Condos —Hyde InvestmentsLLC Express Major Permit FINAL DRAFT Review
My edits are attached.
Question about the objection — have we gotten an objection letter yet? If so, I would like to see it. Also, if we do have
an objection letter or letters, we need to send a response back to the objecting parties when we issue the permit. Gregg
can give you a template letter if you don't have one.

Also want to check and make sure that the public notice period has ended and the adjacents have either signed no
objections or their green cards were signed at least 30 days ago.
From: Brownlow, Roy
Sent: Monday, November 5, 2018 2:02 PM
To: Huggett, Doug <[e-mail]>
Cc: Bodnar, Gregg <[e-mail]>; Styron, Heather M. <[e-mail]>
Subject: Windfare Condos —Hyde InvestmentsLLC Express Major Permit FINAL DRAFT Review
Doug,
With Gregg's assistance, the final draft for the Hyde Investors, LLC Windfare Condos Express Permit is ready for review. In
summary, The project is entirely upland re -development (existing MH park) for 10 duplex condo buildings, roads, septic
systems and infrastructure. There were no federal or 401 certifications required. No coastal wetlands impacted and no 30'
buffer development other than the landscaping and grading.
In particular, I put in a NOTE on the last page about the applicant being the purchaser (offer to purchase contract) and if the
real estate transaction does not go thru, that the permit either needs to be transferred to the property owner or the permit
becomes void. I would appreciate what are your thoughts are on that whether to include that as a note, condition, or remove
it altogether.
Also, there is the possibility of an objection from an adjacent riparian property owner who has concerns about hurricane
wave action and the reflection of those waves on the high ground retaining wall. I have a response letter ready to mail out
when the permit issued. The deadline to issue is COB this Friday,111g118.
Thanks for your assistance with the final review.
Roy

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 284034343
November 7, 2018
Regulatory Division
Action ID No. SAW-2018-02052
Mr. Max Barbour, Sr.
Hyde Investors, LLC.
8504 Towneley Place
Raleigh, North Carolina 27615
Dear Mr. Barbour:
Through coordination with the North Carolina Division of Coastal Management
(NCDCM), we have received a copy of your request dated October 26, 2018 to redevelop a 2.3-
acre tract for the construction of Windfare Condominiums which would consist of 10 multi-
family duplexes, road„ driveways, utilities, retaining wall and septic systems at 403 Old
Causeway Road, in Atlantic Beach, Carteret County, North Carolina.
A review of your plans reveals that the proposed project will not involve work in wetlands,
waters of the United States or navigable waters of the United States. Therefore, no Department
of the Army authorization is required for your work. Should your proposed scope of work
change, please contact this office to discuss possible required authorization. Please be advised
that this does not relieve you of the need to obtain all necessary authorizations, including a valid
permit from NCDCM, prior to beginning work.
Should you have any questions or comments you may call me at [phone].
Sincerely,
Liz Hair, Project Manager
Wilmington Regulatory Field Office
Electronic Copies Furnished:
The Cullipher Group, PA.; Ms. Ginger Turner
NCDEQ/DCM; Ms. Heather Styron
NCDEQ/DWR; Mr. Robb Mairs

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VOjw( Mrv?(Cj,-LZch—
DCM Coordinator: E(j L772a Permit #: l Z3. I S2
MAILING DISTRIBUTION SHEET
Agents: {�.�J ('U(QKe_4 66&A6?t4
DCM Field Offices
E CC
i A -#with revised work plan drawings)
Morehead Ci
Washington .
Wilmington
US ACOE Offices:
Washington:
Raleigh Bland (Beaufort, Camden, Chowan, Craven, Hertford, Hyde, Perquimans,
Tyrrell)
Josh Peletier (Bertie, Currituck, Dare, Gates, Pamlico, Pasquotank, Washington)
Tom Steffans (NC DOT- Beaufort, Carteret, Craven, Pamlico)
Bill Biddlecome (NC DOT -Remainder ECity/Washington District)
Wilmington:
Tyler Crumbley (Brunswick, New Hanover)
�- a Liz Hair (Carteret, Onslow, Pender)
Brad Shaver (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Cultural Resources:
Renee Gledhill -Earley at [e-mail]
Public Water Supply:
Heidi Cox (WIRO) Clif Whitfield (WARO)
Marine Fisheries:
Shane Staples Curt Weychert
NC DOT:
David Harris
Shellfish Sanitation:
Shannon Jenkins / Sharron Gupton
State Property: Tim Walton / Mike Moser
DEMLRIDWR: Karen Higgins
Washington: Anthony Scarbraugh-401
Roger Thorpe-Stormwater
Garcy Ward- (NCDOT-Beaufort, Bertie, Camden,.Caner-t Chowan, Craven, Currituck,
Dare, Gates, Hertford, Hyde, Pamlico, Pasquotank I erquimans, Tyrrell, Washington)
Wilmington: , —< Robb Mairs - 401 arte Onslow, Pender)
Chad Coburn - 401 (Brunswick, New Hanover)
Georgette Scott - Stormwater
Joanne Steenhuis - 401 (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Wildlife Resources: - Maria Dunn (WARD) (NCDOT) Travis Wilson
Natural Heritage /Pl1rnnogra�Im /n1 �0 Rodney Butler
LPO: 1 ' Il &4x, 7Arev2 �Dc�ni Gt Y
-T�ax istribution: Permittee #: Agent#
14(L T C C� PA, cow

Brownlow, Roy
From: Ron Cullipher <[e-mail]>
Sent: Thursday, November 01, 2018 10:06 AM
To: Brownlow, Roy
Cc: Styron, Heather M.; 'Max O. Barbour'; Robert H Jackson
Subject: [External] RE: Windfare Condos, Atlantic Beach CAMA Permit Application
Attachments: Windfare Permit No. SW8181001.pdf
Good morning, please see the attached stormwater permit. The erosion control permit should be issued shortly. We will
check with Rhonda Hall. With respect to Ms. Sechrest concerns, it is our opinion that those concerns would only be valid
in a small stream setting. On Bogue Sound, during a flood event, the presence of the key stone wall is unknown to the
flood event. The wall will aborb much of the wave energy and the site grading plan is developed to provide drainage
outlets at spaces between new buildings, at the end of the new proposed road on the east, in a swale along the
southern property line and a swale adjoining Ms. Sechrest. The northwester most new building is 12.75 feet from the
property line. The allowable setback is 5.0 feet. We utilized that additional space to provide a swale for positive drainage
since there was no drainage feature in that area. It is our opinion that our proposed plan does not adversely affect Ms.
Sechrest but in general provides some protection to her property and substantial protection to the new community to
elevate it above the current normal flood stages. I hope this provides the information requested. If I can provide any
additional information, please let me know. thanks, ron
Ronald D. Cullipher, P.E.
The Cullipher Group, P.A.
President
151A Hwy 24
Morehead City, North Carolina 28557
Office 252.773.0090
Fax [phone]
[e-mail]
From: Brownlow, Roy <[e-mail]>
Sent: Thursday, November 01, 2018 9:35 AM
To: Ron Cullipher <[e-mail]>
Cc: Styron, Heather M. <heather. m.styron@ ncdenr.gov>
Subject: Windfare Condos, Atlantic Beach CAMA Permit Application
Ron,
Hope this finds you doing well.
We about have all our comments in. Other than addressing the adjacent property owner's comments (Sechrest), we
received comment from Land Quality of the need for the Sedimentation and Erosion control permit due to the greater than
an acre land disturbance. We have not received comment from DEMLR Stormwater as of this message date and time. Do
you have any updates or information on these matters that you could provide me. I'm hoping to get this permit out prior to
close of business on November 9, 2018.
Thanks,
Roy Brownlow

District Manager
& Compliance Coordinator
Division of Coastal Management
Department of Environmental Quality
252 808 2808 office
Extension 217
Roy. Brownlow@ ncdenr.Qov
400 Commerce Ave
Morehead City, NC 28557
_._.�
D_EQ�
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Brownlow, Roy
From: test <[e-mail]>
Sent: Thursday, October 25, 2018 2:10 PM
To: Brownlow, Roy
Subject: [External] Windfare Condo
Sent from Mail for Windows 10
The plan as drown by, The Cullipher Group PA, for "Windfare Condominiums" dated 10-4-18 is
"NOT ACCEPTABLE". The 3 ft. wall across the waterfront, marked(Keystone Retaining Wall)
will create a damming effect , re -directing hightide water to cascade off to the Sechrest ( 110
Pina Colada Lane) property, causing erosion and unnatural higher water. Currently, as high
water breaches the Sechrest seawall, the wave action is neutralized as it moves into the land.
A 1 to 2 foot rise in water over the seawall will pass under the Sechrest dwelling. If this
Keystone Retaining Wall is built as planned all wave action higher than the existing seawall
will hit the Keystone wall and move laterally at a concentrated force directly into the side of
the adjoining 110 Pina Colada Lanes property. Hurricanes like Floyd, Ophelia, Florence to list
only a few, would create additional if not devastating damage, if such a wall exist. Please
confirm that this E Mail is received.
Sincerely, Phyllis
Sechrest ( Owner 110 Pina Colada Lane)
PH: 336-516-
2174 336 516-6421

I
THE CULLIPHER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES
October 2, 2018
Phyllis H. Sechrest
6786 Kelsey Court
Gibsonville, NC 27249
Blanche Mitchell
3609 Melrose Drive
Raleigh, NC 27604
RE: Windfare Condominiums
Major CAMA Application
402 Old Causeway Road
Atlantic Beach, NC 28512
Adjacent Riparian Owners,
Enclosed you will find a copy of the submittal package for a Major CAMA Permit for the above
referenced project. The property is being proposed as a ten building (twenty units) condominium
redevelopment project, including an asphalt road and a mix of concrete and pervious pavement
driveways. Only upland development is proposed and none waterward of the existing bulkhead. As
adjacent riparian landowners you have thirty days upon receipt of this notice to submit comments of
the proposed project to the NC Division of Coastal Management.
Sincerely,
Ginger Y. Turner, PE
HESTRON PLAZA TWO
151-A NC HWY 24
MOREHEAD CITY, NC 28557
[phone]
Please send any comments to:
NC Division of Coastal Management
Roy Brownlow
400 Commerce Avenue
Morehead City, NC 28557
[phone] Ext 217
SEAL
36970
FtECENED
OCT 10 2018
DCM-MHD CITY

THE CULLIPHER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES
HESTRON PLAZA TWO
151-A NC HWY 24
MOREHEAD CITY, NC 285S7
P:[phone]
F:[phone]
LMER OF TMNSMITTAL
To:
NC DIVISION OF COASTAL MANAGEMENT
400 COMMERCE AVENUE
MOREHEAD CITY. NC 28557
WE ARE SENDING YOU:
DATE 10/19/18
RECEIVED
OCT 19 2018
DC"-MHD CITY
JOB NO. PM2506
ATTENTION MR. ROY BROWNLOW
RE: CAMA MAJOR APPLICATION-WINDFARE CONDOMINIUMS
COPIES DATE NO. DESCRIPTION
1 Green Cards
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑Resubmit copies for approval
© For your use [—]Submit copies for distribution
[]As requested ❑For review and comment
El FOR BIDS DUE
❑ PRINTS RETURNED AFTER LOAN TO US
REM
COPY TO
SIG

t� Postage
S
C CoMed Fee
a0 Retum RecelPt Fee
(Endorsement Requirecl)
O
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O (Endorsement Requlmd)
Ln
Totel Postage 8 Feae
Sent o�1
o SveeE:ivr N.
M1 orPoBox No. 2(

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■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
1. Article Addressed to:
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C�\�ut1u t\� , 1JC 2� 2y9
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u PS Forth 3811, July 2013 Domestic Return Receipt

I
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Pw� t Postage & Fees Paid
11 OCT '18 USPS
IIIIII Permit No. G-10
• Sender: Please print your name, address, and ZIPW in this box*
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WdbcU OCT 19 2018
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THE CULLIPHER GROUP, P.A.
ENGINEERING &SURVEYING SERVICES
HESTRON PLAZA TWO
151-A INC HWY 24
MOREHEAD CITY, NC 28557
P:[phone]
F:[phone]
LETTER OF TRANSMITTAL
To:
NC DIVISION OF COASTAL MANAGEMENT
400 COMMERCE AVENUE
MOREHEAD CITY, INC 28557
WE ARE SENDING YOU:
RECEIVED
OCT 10 2018
DCM-MHD CITY
DATE 10/9/18
JOB NO. PM2506
ATTENTION MR. ROY BROWNLOW
RE: CAMA MAJOR APPLICATION-WINDFARE CONDOMINIUMS
COPIES
DATE
NO.
DESCRIPTION
-
FEE $2000.00
1
10-9-18
NARRATIVE WINDFARE CONDOMINIUMS
1
10-4-18
MP-1 AND MP-3
1
9-10-18
AGENT AUTHORIZATION FOR THE CULLIPHER GROUP
1
PURCHASE AGREEMENT & ASSIGNMENT
1
DEED 1502/429 AND 1601/445
1
COPY OF RIPARIAN NOTIFICATION
1
PLANS
1
VICINITY MAP
THESE ARE TRANSMITTED as checked below:
© For approval [-]Resubmit copies for approval
© For your use ❑Submit copies for distribution
❑As requested ❑For review and comment
❑ FOR BIDS DUE
❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED

Narrative
Windfare Condominiums DECEIVED
October 9, 2018 ACT 10 2p18
pCM-MHD CI'TY
Developer: Hyde Investors, LLC
Max O. Barbour, Sr. ••10�P,(,H,CqR
8504 Towneley Place ,•• O ••• . 04�'•.
�.'OFESS/pp'•.'/'
Raleigh, NC 27615-2026 eQQ 29: -7
[phone] SEAL r'
3G970
Engineer: The Cullipher Group, PA ��4,LG' ��•�'.�NEEP •�Q<
Ginger Y. Turner, PE ��Yo-TVi%'•••
151-A Hwy 24 'Vn)
Morehead City, NC 28557 J
[phone] o �1
Description of Proiect
Windfare Condominiums is proposed as a 30-building, multi -family duplex project and includes the construction of a 20,
wide drive to access the buildings. The parcel located in Atlantic Beach at the end of Old Causeway Road and is within the
planning jurisdiction of the Town of Atlantic Beach. The total tract area is 2.278-acres and no wetlands exist onsite. The land is
currently owned by Pirate Group, LLC (DB1502 PG429) and The Reserve at Channel Bay, LLC (DB1601 PG445). There is an
executed agreement for purchase and sale of the property between the Pirate Group and J&B East Properties, LLC.
The property Is currently Channel Bay Mobile Home Park, developed in the 1960's and predating any regulations of
NCDEQ Coastal Management and Stormwater. This submittal is for upland development only, including the multi -family
duplexes, pervious and Impervious concrete driveways, asphalt drive, retaining wall, utilities and septic systems. The site is being
filled approximately three feet for the construction of pervious pavement and wastewater systems. The retaining wall is needed
to provide gentle slope transitions of less than 5%, to the existing bulkhead for non -erosive velocities.
Stormwater
The project is being submitted for consideration as an upland high -density redevelopment and no construction is
proposed within the water. The site is adjacent to Bogue Sound, Class SA;HQW, Index Number 20-36-(8.5). The property is
currently operating as a mobile home park which includes sheds, rock/gravel drives, covered porches and other miscellaneous
built upon areas. The existing impervious areas have been located as shown on the existing conditions map as surveyed by E.
Glenn Corbett, PLS of The Cullipher Group, P.A. The total built upon areas are listed in the table below and the number
corresponds to the numbers found on the existing survey map. The sum of all the existing BUA is 33,301.78 SF (33.53%).

Page 2 ,
PM2506 Windfare Condominiums
NUMBER
BUA (SF)
NUMBER
BUA (SF)
NUMBER
BUA (SF)
NUMBER
BUA (SF)
NUMBER
BUA (SF)
1
1174.44
10
459.89
19
787.3
28
467.11
37
4198.36
2
208.69
11
739.83
20
498.04
29
416.92
38
9810.61
3
597.08
12
769.88
21
639.95
30
84.66
39
27.09
4
620.26
13
551.36
22
989.37
31
103.91
40
25.65
5
539.95
14
709.37
23
453.96
32
575
41
193.45
6
66.06
SS
737.06
24
466.36
33
570.01
42
70.15
7
533.74
16
45.26
25
119.49
34
577.67
8
769.57
17
897.73
26
785.68
35
68.05
9
271.14
18
123.32
27
672.24
36
886.12
The proposed BUA (43,172 SF) for the site exceeds the pre-existing amount by 9,871 SF, therefore proposing to use
10,177 SF of permeable pavement for driveways at Buildings 1-8 reducing the impervious area to the pre-existing amount. The
existing soils on the property are classified as Cu-Corolla Urban land complex, soil group A and are moderately well drained, 12"-
18" seasonal highwater table with a Ksat of 1.65 inches/hour providing a drawdown time within 72 hours. The site is proposed
to be filled to a minimum elevation 5.5 providing one -foot separation. The table below provides a summary of the proposed
BUA for the project and permeable pavement amounts to reduce the overall BUA and provide equal or better stormwater
control of the site by infiltrating additional roof BUA into the rock base of the pavement.
Proposed Built Upon Areas vECENED
Proposed Impervious
Area (SF)
Drive =
10,032
Buildings =
20,640
Concrete Driveways =
2,323
Future Miscellaneous =
306
Total BUA =
33,301
Pervious Pavement Driveways =
10,177
ZO 10 Jot
0104*t"") CI'f Y
The existing topography of the site suggests there are areas that currently do not drain and infiltrating BUA on the site. These
areas have been evaluated and approximately 1,200 CF is infiltrated in the depressions. The proposed plan will continue to treat
impervious area via the pervious pavement SCM. Approximately the front half of buildings 1-8 will direct roof runoff to the gravel
base of the adjacent pervious pavement driveway. The permeable pavement SCM(s) provides infiltration of approximately 2,600
CIF from these screened rooftops. Remaining portions of the site will be treated via sheet flow and 2' bottom trapezoidal swales
between buildings 5/6, 6/7 and 7/8. The swales are proposed with minimum 3:1 side slopes and less than one percent
longitudinal slope promoting low velocities to provide excellent TSS removal and increased retention time within the swales. The
swales terminate at the 30' buffer and then are graded to disperse the flow instead of directly discharging. The vegetated area
on the waterside of each building is graded to provide additional sheet flow and treatment before entering Bogue Sound.
Coastal Management
The tract area calculated within the 75' AEC is 43,739.17 SF and the surveyed existing BUA within the 75' AEC is
13,966.11 SF (31.93%). The tract area within the 30' buffer is 19,065.13 SF and the surveyed existing BUA within the buffer is
3,344.40 SF (17.54%). The project proposes 13,947 SF (31.89%) of BUA within the 75' AEC and removes all the BUA within the
30'buffer. The permeable pavement that is proposed to maintain the pre-existing impervious coverage also treats portions of
Buildings 1-8. It is assumed that the front half of each building will be piped to the pervious pavement base where it will

Page 3
PM2506 Windfare Condominiums
infiltrate and receive treatment. The total area of roof within the 75' AEC proposed to be infiltrated within the
pavement is 5,811 SF reducing the effective % BUA to 18.60%.
Erosion and Sedimentation Control Measures
The following measures are proposed for the site. If it becomes evident that additional erosion and sedimentation control
measures are needed, they shall be installed immediately. It is intended that all grading and excavation activities within a
certain area will be protected as soon as that activity is complete.
1. Temporary Gravel Construction Entrance - Stone construction entrance will be used to reduce transport of sediment off
site.
2. Sediment Fence -Sediment fence will be utilized as necessary in locations as shown on plans or as deemed necessary by
the engineer to ensure that off -site sedimentation is controlled.
3. Seeding - All disturbed areas will be seeded within 7 days (HQW zone) following construction in accordance with the
seeding schedule shown on the plans.
4. Temporary Sediment Traps - Sediment traps will be constructed as shown on plans and serve to trap sediment and
prevent from the sediment moving off -site.
Erosion Control Specifications RECEIVED
1. Temporary Gravel Construction Entrance:
a. Clear the area of vegetation and grade for positive drainage.
b. Install geotextile fabric and place stone to the required dimensions. OCT 10 2018
c. Use 2" to 3" stones, free of fines.
2. SedimentFence DCM-MHD CITY
a. Use a synthetic filter fabric of at least 95% by weight of polyolefins or polyester, which is certi ied by the
manufacturer or supplier as conforming to the requirements in ASTM D 6461.
b. Posts for sediment fences should be 1.25 lb/linear foot minimum steel with a minimum length of 5 feet
and projections to facilitate fastening the fabric.
c. For reinforcement of standard strength filter fabric, use wire fence with a minimum 14 gauge and a
maximum mesh spacing of 6 inches.
Specifications for Sediment Fence Fabric:
Temporary Silt Fence Material Property Requirements*
Test Material
Units
Supported
Silt Fence
Un-Supported
Silt Fence
Type of Value
Grab Strength
ASTM D 4632
N(Ibs)
Machine Direction
400
550
MARV
(90)
(90)
X-Machine Direction
400
450
MARV
(90)
(90)
Permittivity
ASTM D 4491
Sec-1
0.05
0.05
MARV

Page 4 .
PM2506 Windfare Condominiums
Opening Size
ASTM D 4751
mm
0.60
0.60
Max.ARV
(US Sieve #)
(30)
(30)
UltraviolentStability
ASTMD4355
%Retained
70%After
70%After 500h
Typical
Strength
500h of
of Exposure
Exposure
'From Erosion and Sedimentation Control Manual Table 6.62b
Maintenance Plan
1. All erosion and sediment control measures shall be checked for stability and effective operations following every runoff
producing rainfall event or at least once per week. Repairs required shall be completed immediately to the dimension
and functions indicated on the plans.
2. Sediment shall be removed from behind the sediment fencing when it becomes 0.5 feet deep at the fence. The fence
shall be replaced or repaired as necessary to maintain a barrier.
3. All seeded areas shall be fertilized, seeded and mulched within 7 days of disturbance. Disturbed areas shall be fertilized,
reseeded and mulched as necessary according to the Contract documents to establish and maintain a dense vegetative
cover.
RECEIVED
Construction Sequence
1. Remove and/or relocate existing obstructions.
2. Install stone construction entrance.
OCT 10 2018
DCM-MHD CITY
3. Clear and grub the site. Existing wastewater, drainage and water utilities should be excavated properly disposed and
backfilled with clean sand materials.
4. Install silt fencing at specified locations.
5. Excavate a minimum of 1.5 feet of existing material at all proposed infiltration areas plus a 10-foot perimeter, removing
the existing mixed soil surface materials. Excavated surface materials shall be exported away from the infiltration areas.
6. Construct keystone retaining wall, except for the section of wall between buildings 2/3 and 6/7.
7. Construct sediment trap at outfalls between buildings 2/3 and 6/7 and check dams along the property line swales.
8. Begin filling the site and grading to drain towards temporary diversion ditches and proposed sediment traps. Rough
grade site and street. Once filled to proposed wall height at each wall break, construct remaining portions of the wall.
Continue filling the site to the proposed grades.
9. Prepare the building pads and begin building construction.
10. Install utilities. (water, septic, electric, etc.)
11. Seed and mulch all areas of disturbance not to be paved within 7 days of land disturbance.
12. Fine grade street and place stone base course.
13. Install washed stone base for infiltrating pervious pavement driveways, depth per the table and protect the surface
from sediment. Construct observations wells. Place pervious pavement and protect surface.
14. Remove stone construction entrance.
15. Pave street.
16. Perform final grading, seed and mulch all remaining disturbed areas.
17. Remove silt fence, temporary sediment traps and temporary check dams. Regrade any eroded areas and clean pervious
pavement if needed.

Page 5
PM2506 Windfare Condominiums
Design Assumptions
1. Design storm is ten years for erosion control measures.
2. The rational method was used for the design.
Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented coastal stormwater regulations in coastal
counties on January 1, 1988 and most recent codified effective January 1, 2017. These regulations are detailed in 15 NCAC
021-1.1019 Coastal Counties. These rules allow for a development to be considered under various options. This project is
submitted for approval consideration under High Density Redevelopment per 15A NCAC 02H.1001(1)(f), G.S. 143-214.7(a1)
and 02H.1019(7)(b).
RECEIVED
OCT 10 2018
DCM-MHD CITY

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AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: Hyde Investors, LLC
Mailing Address: 8504 Towneley Place
Raleigh, NC 27615-2026
Phone Number: 919-847-4239
Email Address:
[e-mail]
I certify that I have authorized The Cullipher Group, PA
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development:
at my property located at 402 Causeway Road
In Carteret County.
VVindfare Condominiums
/ furthermore certify that / am authorized to grant, and do in fact grant permission to
Division of Coastal./hanagement 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:
hwii
gnature
MAX 0. Bo;-60v
Print or Type Name
Memt x v
Title
Date
This certification is valid through I 1 10 / lob

RECEIVED
NORTH CAROLINA, CARTERET COUNTY
This Instnxnent and Ns oertlficate are duty fled at
the date and time and 1n the Book end Page shw
on dw first pegs
Br y _p�
Parcel No. 6375.08.87.4673
Excise Tax $2,850.00
J
Prepared By: The Harris Law Firm, PLLC
P.O. Box 712, Morehead City, NC 28557
OCT 10 ZN
DCM-MHD CITY
FILE t 1$N*
FOR REGISTRATION REGISTER OF DEEDS
Jerry T. Hardesty
curtest County, NC
March 12, 2015 12:27:47
LDL DEED 2 P
FEE: $26.00
NC REVENUE STAMP: $2,850,00
FILE # 1502429
File No. 15486/PIRATE402.X
NORTH CAROLINA GENERAL WARRANTY DEED
This DEED made this the 2 day of March, 2015, by and between CHANNEL BAY MOBILE
HOME PARK, LLC., a North Carolina Limited Liability Company, whose mailing address is 2112
Arendell Street, Morehead City, NC 28557 hereinafter "Grantor" and PIRATE GROUP, LLC, a North
Carolina Limited Liability Company, whose mailing address is 200-A Asbury Ave., Atlantic Beach, NC
28512 hereinafter "Grantee". 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.
Pursuant to NCGS 105-317.2, Grantor certifies the property does x does not include the
Grantor's primary residence.
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 Morehead Township, Carteret County, North
Carolina and more particularly described as follows:
Being of that property located in Atlantic Beach, NC known as the "Channel Bay Mobile
Home Park" including that parcel identified as "N/F Page" and that separate 81.87' X 30' parcel
located on the northwest portion of the property as shown on and identified as such on the Plat
entitled "Channel Bay Mobile Home Park" on that Plat recorded in Plat Book 29, page 586,
Carteret County Registry.
There is excepted from the above description that property shown in Book 591, page 201
which is described as "Lot A" on that Map recorded in Map Book 19, page 66, and the related
access easement to Lot A.
The above "Channel Bay Mobile Home Park" consists of all of that property conveyed by deeds
recorded in Book 866, page 50, Book 898, page 553 and Book 898, page 702 and it is further described
as all of that 2.20 Acres shown on that survey for Channel Bay Mobile Home Park by Art R Denning,
Surveyor, dated March 3, 2015, which description is incorporated herein by reference. Also conveyed
are all littoral and riparian rights on that portion of the property that is adjacent to Bogue Saand.
BOOK !_PAGE 1 aL

RECENED
cc, 10 2018
DCM-MFID CITY
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 except for the exceptions hereinafter stated.
Title to the property hereinabove is subject to the following exceptions:
Restrictive Covenants of record.
2. Public utility easements of record.
IN TESTIMONY WHEREOF, the above partnership Grantor, a Limited Liability Company, has
caused this instrument to be executed in the appropriate company name by duly authorized
Member/Manager, and has adopted as its seal, the word "SEAL", appearing beside its name, this sealed
instrument being executed and delivered on the date first above written.
mm
f:S'I
bt
P. MUNDEN, JR.
HOME PARK, LLC
Manager J
p L Cry
BY: �i�`— I/" 11 - (SEAL)
WILLIAM D.D. MUNDEN, JR.
Manager
STATE OF NORTH CAROLINA
COUNTY OF CARTERET
I, a Notary Public of the aforesaid County and State, do hereby certify that MICHAEL TAYLOR
MUNDEN, JOHN P. MUNDEN, JR., AND WH LIAM D. MUNDEN, JR., personally came before this
day and acknowledged that they are the managers of CHANNEL BAY MOBH.E HOME PARK, LLC,
and further acknowledged the due execution of this Deed on behalf of said LLC.
Witness my hand and official seal, this the day of ch, 2 15. /L .
(�C �/ Official Seal / y
T-,
Hand Printed Name
My commission expires: �,/-1 R
F:\MSOffice\documents\Deeds - 2015\priate group deed.doc
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RECEIVED
OCT 10 2018
DCM-MHD CITY
J

AGREEMENT FOR PURCHASE AND SALE OF
REAL PROPERTY
THIS AGREEMENT FOR PURCHASE AND M.PE OF REAL PROPERTY (this
"Agreement") is made and entered into as of this "the "Agreement
Date") by and between J&B East Properties, LLC, and/or its successors or assigns (the
"Purchaser") and Pirate Group, LLC (the "Seller").
RECITALS:
A. Seller owns that certain real property being approximately 2.2 acres, more or less,
located at Atlantic Beach, NC, being known as Channel Bay Mobile Home Park, and
described as by Carteret County PIN15 M 637508874673000, and shown on Exhibit
"1" attached liereto and by this reference made a part hereof, including, without
limitation, improvements of any nature located on the Property and all Fixtures
attached or affixed thereto (the "Property"). The Property shall also include all
easements, rights of way, privileges, licenses, appurtenances and other rights and
benefits belonging to or'nrnning with the Property, or related to the Property and
belonging to the Seller.
B. Seller now desires to sell the Property to Purchaser, and Purchaser desires to purchase
the Property from Seller, upon the terms set forth in this Agreement.
NOW, THEREFORZ , in consideration of the mutual covenants, promises and
agreements herein contained; the parties hereto, intending to be legally bound, do hereby agree
as follows:
1. Purchase and Sale. Seller agrees to sell and Purchaser agrees to purchase the
Property upon the terms and conditions hereinafter provided.
2. Purchase Price: Due Dilieence Period: Earnest Money
2.1 Purchase Price. The Purchase Price for the Property shall be
The Purchase Price shall be payable in cash at Closing, with credit given for the amount of the
Non-refundable Due Diligence Depos*41111IMid Earnest Mould by
the Escrow Agent.
2.2 Due Diligence Period. The "Due Diligence Period" as used throughout
this Agreement shall be defined as a period of from the date of this
Agreement (day of signature not to be included) (the ` ec rye ate").
Within five (5) days after the Effective Date, Seller shall deliver to Purchaser true and complete
copies of any studies, reports, surveys, title policies, engineering materials, permits, approvals,
consents, authorizations, and other documents and materials relating to the Property which are
within Seller's possession or control. In addition, Seller,shall provide all leases, bookkeeping
and financial records related to mobile (tome park operations.
2.2.1 Permit Period. n/a
RECEIVED
OCT 10 20 8
-- OCM-MHD CITY

2.3 Escrow Agent, Non-refundable Due Diligence Deposit. and Earnest
Money. Within five (5) days of execution of this Agreement, Purchaser shall deliver to Gerald
Barfield the sum of TEN THOUSAND and No/100 Dollars ($10,000.00) (such funds, together
with all interest earned thereon, being hereinafter referred to as the "Non-refundable Due
Diligence Deposit"). Non-refundable Due Diligence Deposit shall be immediately payable to
Seller and is non -fundable for any reason. The consideration for Non-refundable Due Diligence
Deposit is Seller removing the Property from the market.
Within five (5) days of the conclusion of the Due Diligence Period, provided Agreement has not
been cancelled, Purchaser shall deliver to Stubbs & Perdue, P.A., or such other agent acceptable
to each party (the "Escrow Agent"), an additional sum of FORTY THOUSAND and 00/100
Dollars ($40,000.00) (such funds, together with all interest earned thereon, being hereinafter
referred to as the "Earnest Money") to be held and disbursed by the Escrow Agent as follows:
2.3.1 Notwithstanding the ultimate disposition of the Earnest Money
pursuant to the terms of this Agreement, all interest thereon shall accrue to, and be paid to
Purchaser from time to time, but in all events, upon the release, return or application of the
Earnest Money as provided hereunder.
2.3.2. In the event of i) any Permitted Termination (as defined hereunder
at Paragraph 9) ; or, it) any breach of this Agreement by Seller, all Earnest Money and any other
monies held in escrow by Escrow Agent, other than Ten and No/100 Dollars ($10.00) to be
delivered to Seller as consideration for entering into this Agreement, shall be refunded to
Purchaser, and Purchaser shall have no further liability under this Agreement, except for the
survival of certain provisions as herein specifically provided.
2.3.3 In the event of any termination of this Agreement not falling
within section 2.3.2 above, all Earnest Money and any other monies held in escrow by Escrow
Agent shall be delivered to Seller.
2A Disputes as to Earnest Money. Escrow Agent agrees to hold the Earnest
Money in its non -interest bearing IOLTA account. In performing any of its duties hereunder,
Escrow Agent shall not incur any liability to anyone for any damages, losses or expenses, except
for willful default or breach of trust, and it shall accordingly not incur any such liability with
respect (i) to any action taken or omitted in good faith upon advice of its counsel or (ii) to any
action taken or omitted in reliance upon any instrument, including any written notice or
instruction provided for in this Agreement , not only as to its due execution and the validity and
effectiveness of its provisions but also as to the truth and accuracy of any information contained
therein, which Escrow Agent shall in good faith believe to be genuine, to have been signed or
presented by a proper person or persons and to conform with the provisions of this Agreement.
Seller and Purchaser hereby agree to indemnify and hold harmless Escrow Agent against any and
all losses, claims, damages, liabilities and expenses, including reasonable costs of investigation
and counsel fees and disbursements, which may be imposed upon Escrow Agent or incurred by
Escrow Agent in connection with its acceptance or the performance of its duties hereunder,
including any litigation arising from this Agreement or involving the subject matter hereof. In
the event of a dispute between Seller and Purchaser sufficient in the discretion of Escrow Agent
to justify its doing so, Escrow Agent shall be entitled to tender into the registry or custody of any
court of competent jurisdiction, all money or property in its hands under this Agreement,
RECEIVED
OCT 10.:'.111
DCM-MHD CITY

together with such legal pleadings as it deems appropriate, and thereupon be discharged from all
further duties and liabilities under this Agreement. Seller and Purchaser shall bear all costs and
expenses of any such legal proceedings. The prevailing party in the legal proceedings shall be
entitled to collect its attorney's fees, courts costs, and other expenses of litigation from the non -
prevailing party.
2.4.1 In the event of a dispute between Purchaser and Seller as to the
proper recipient of the Earnest Money held by Escrow Agent, Escrow Agent may disburse the
money in accordance with its good faith interpretation of the Agreement, based upon the advice
of its counsel, provided that Escrow Agent first gives all parties five (5) days' notice, stating to
whom and why the disbursement will be made. Any party may object to the proposed
disbursement by giving written notice of the same to Escrow Agent within the five (5) day time
period. Objections not timely made in writing shall be deemed waived. If Escrow Agent
receives an objection and after considering it, decides to disburse the Earnest Money as
originally proposed, Escrow Agent may do so and shall send notice to the parties of Escrow
Agent's actions. If Escrow Agent decides to modify its proposed disbursement, Escrow Agent
shall send a new five (5) day notice to the parties stating the rationale for the modification and to
whom the disbursement will now be made, allowing the parties five (5) days to object before
disbursing the money. Regardless of whether a dispute remains after all notices are given,
Escrow Agent may disburse the money to the appropriate party based on its good faith
interpretation of the Agreement and as stated above, shall have no liability for doing so. Notice
shall be given in accordance with the notice provisions of this Agreement.
3. Closing.
3.1 Closing Date. If all conditions to closing herein are satisfied, the closing
shall be held onon such other date as may be agreed upon by Purchaser
and Seller (the "Closing Date"). The Closing shall be held at a place mutually agreeable
between the Parties and can be a "mail away" closing.
3.2. Purchaser Required to Deliver. At Closing, Purchaser shall deliver to
Seller (or Seller's creditors with a properly recorded security interest in the Property) the
Purchase Price in the form set forth in Section 2.), above.
3.3. Seller Required to Deliver. On or before the Closing, Seller shall deliver
to Purchaser the following, which shall have been prepared by Purchaser and executed by Seller:
3.3.1. A duly executed and acknowledged Special Warranty Deed, in
recordable form conveying fee title to the Property, as required by Section 4 hereunder, in favor
of Purchaser.
3.3.2. Such information, affidavits and documents as may be reasonably
required by the Title Company or Purchaser's closing attorney and which are customary in such
transactions.
3.3.3. Affidavits of Seller that its representations and warranties
contained in this Agreement are true, correct and complete at the time of Closing and shall
survive Closing for such periods as hereinafter specifically provided, and that all company
RECEIVED
OCT 10 'UA
DCM-MHD CITY

records reflect the consent and approval of all entities required for the consummation of the
contemplated sale of property.
3.3.4 n/a
3.3.5 n/a-no personal property being conveyed.
3A. Prorations. The following shall be prorated as of the Closing Date: i) all
non -delinquent property taxes and other approved assessments related to the Property, which are
then due and payable; ii) all rents due to Seller regarding the Property; and iii), all utilities
charged to Seller's use of the Property.
4. Conveyance of Property. At the Closing, Seller shall execute and deliver to
Purchaser a special warranty deed with full warranties of title, conveying marketable fee simple
title to the Property, free and clear of all deeds of trust, mortgages, security deeds, other security
instruments, liens, encumbrances, tenancies not approved by Purchaser, and restrictions
(including condemnation proceedings) of any kind and nature other than then current state and
county ad valorem taxes not yet due and payable, and such other items as Purchaser shall have
agreed in writing to accept as restrictions or encumbrances upon title. Any personal, property or
equipment of Seller left remaining on the property after the closing of the sale shall became the
property of Purchaser, unless otherwise agreed to in writing and signed by the parties.
5. Survey. Purchaser may obtain, at Purchaser's expense prior to Closing, a survey
of the Property certified by a North Carolina Registered Land Surveyor (herein throughout
referred to as the "Survey"). If the metes and bounds legal description prepared from the data
reflected on the Survey differs from the legal description contained in the deed conveying title to
the Property to Seller, Seller agrees to grant Purchaser a quitclaim deed, in addition to the special
warranty deed required by Section 4, which quitclaim deed shall utilize the metes and bounds
legal description drawn from the Survey. Seller will permit representatives of Purchaser to enter
upon the Property for the purpose of preparing the Survey and shall otherwise reasonably
cooperate with Purchaser in the preparation of the Survey. Seller shall likewise provide
Purchaser with any surveys or plans of the Property and the improvements thereon which Seller
has in its possession.
6. Tests, Borings, Inspections, Examinations, and Environmental Surveys. From
the date of this Agreement until the Due Diligence Date, Seller will permit representatives of
Purchaser to enter upon the Property for the purposes of conducting soil tests, borings, structural
inspections, Phase I and Phase II environmental surveys and any other tests, surveys, inspections,
or examinations that Purchaser desires in regard to the Property. Purchaser shall hold Seller
harmless for any and all costs, expenses, liabilities and damages directly resulting from the
performance by Purchaser or Purchaser's representatives of such tests, inspections, or
examinations, excluding, however, claims arising out of the discovery of, or the non -negligent
accidental or inadvertent release of, any hazardous substances or waste resulting from
Purchaser's investigations.
7. Examination of Title and Defects in Title. Purchaser shall have up to the
expiration of the Due Diligence Period from the date hereof in which to examine Seller's title to
the Property and in which to furnish Seller with a written statement of any matters or defects in
title, which are unacceptable to Purchaser ("Title Defects"). Seller shall have twenty (20) days
RECEIVED
OCT M0°u
[)CM-MHD CITY

after receipt by Seller of such written statement of Title Defects or until the date of Closing,
whichever period shall be the greater, in which to cure all Title Defects, whether reported to
Seller by Purchaser as provided for in this Section 7 or otherwise known to Seller. Seller agrees
to use its best efforts to cure such defects promptly. Purchaser shall also have right, at
Purchaser's sole election and in Purchaser's sole discretion, to waive any Title Defect by giving
notice in writing to Seller of the specific Title Defect which Purchaser waives, whereupon
Purchaser may close the transaction in accordance with this Agreement. Title will be provided to
and examined by Purchaser's Attorney. Except for Title Defects explicitly waived by Purchaser
in writing, Seller shall be required to convey title to the Property as provided in Section 4 herein.
8. Warranties of Seller. Seller warrants to Purchaser as follows:
8.1 Seller has the right, power and authority to enter into this Agreement and
to sell the Property in accordance with the terms hereof, and Seller has granted no option to any
other person or entity to purchase the Property.
8.2 To the best of Seller's knowledge, the Property complies with, conforms
to and obeys all laws, ordinances, rules, regulations, and requirements existing on the date of
Closing of all governmental authorities or agencies having jurisdiction over the Property, and
any requirement contained in any hazard insurance policy covering the Property or board of fire
underwriters or other body exercising similar functions which are applicable to the Property or to
any part thereof or which are applicable to the use or manner of use, occupancy, possession or
operation of the Property. To the best of Seller's knowledge, neither the Property (including the
improvements thereon) nor any portion thereof violates any zoning, building, }ire, health,
pollution, subdivision, environmental protection or waste disposal ordinance, code, law or
regulation or any requirement contained in any hazard insurance policy covering the Property,
and Seller shall give prompt notice to Purchaser of any such violation which shall come to
Seller's attention prior to Closing.
8.3 Seller has not received notice of and is not aware of any suits, judgments,
or violations relating to or at the Property of any zoning, building, fire, health, pollution,
environmental protection, or waste disposal ordinance, code, law or regulation which has not
been heretofore corrected; that there is no suit or judgment presently pending or, to the best
knowledge and belief of Seller, threatened which would create a lien upon the Property in the
hands of Purchaser after Closing; and Seller shall give prompt notice to Purchaser of any such
suit orjudgment filed, entered or threatened prior to Closing.
8.4 There are no pending or, to the best of Seller's knowledge, no threatened
or contemplated eminent domain proceedings affecting the Property or any part thereof, and
Seller shall give prompt notice to Purchaser of any such proceedings which occur or are
threatened prior to Closing.
8.5 To the best of Seller's knowledge, there are no pending or contemplated
changes in the present status of zoning of the Property, other than any rezoning proceeding
undertaken by Purchaser, and Seller shall give prompt notice to Purchaser of any such proposed
changes of which Seller is aware prior to the Closing.
8.6 Seller is not involved in any bankruptcy, reorganization or insolvency
proceeding.
gECEIVED
ocl , o :a+a
DCM-MHD CITY

8.7 All taxes, assessments, water charges and sewer charges affecting the
Property or both or any part of either thereof due and payable at the time of the Closing shall
have been paid. All special assessments which are or will become a lien known to the Seller at
the time of Closing on the Property shall also have been paid and discharged whether or not
payable in installments.
8.8 There are no parties in possession of the Property or entitled to possession
thereof other than Seller.
8.9 Public water, electrical and telephone service are available to the Property.
8.10 From the date of this Agreement until Closing, Seller shall not (i) commit
or permit to be committed any waste or material change in the condition of the Property, (ii)
authorize any improvements to the Property, (iii) cause or allow any lien or encumbrance to be
placed on the Property, or (iv) accept or authorize a sale or lease of all or any portion of the
Property (or modify or extend any existing lease) or enter into any new service contract without
the express written consent of Purchaser, which consent may be withheld in the sole discretion of
Purchaser.
8.11 The Property has legal and physical access to an abutting dedicated public
road.
8.12 To the best of Seller's knowledge, (i) all information regarding the
Property furnished by Seller to Purchaser is true and correct in all material respects, and (ii)
Seller has disclosed to Purchaser in writing all material adverse information of which Seller is
aware, if any, concerning the physical condition of the Property.
8.13 No consent or approval of any third party (including, without limitation
any governmental authority), other than Seller's lender having a secured interest in the Property,
is required in connection with Seller's consummation of the transaction contemplated herein.
8.14 Hazardous Materials To the best of Seller's knowledge: (i) the Property
has not in the past been used and is not presently being used for the handling, storage,
manufacturing, refining, transportation or disposal of `toxic material", "hazardous substances" or
"hazardous waste" other than small quantities ordinarily used in the operation and maintenance
of an automobile dealership which small quantities have been handled, stored and disposed of in
accordance with applicable laws; (ii) there has not been and is not presently leeching or drainage
of waste materials or hazardous substances into the groundwater beneath or adjacent to the
Property; (iii) there are no buried, semiburied or otherwise placed tanks, storage vessels, drums,
or containers of any kind located on the Property used for the storage of hazardous waste,
hazardous substances or toxic material; (iv) there are no asbestos containing materials located on
the Property; (v) no construction material used in any improvements located at the Property
contains any substance or material presently known to be a hazardous substance or toxic
material; (vi) Seller has not disposed upon the Property any hazardous substances on or below
the surface of the Property including, without limitation, contamination of the soil, subsoil or
groundwater, and (vii) the Property is not in violation of any law, rule or regulation of any
government entity having jurisdiction thereof or which exposes Purchaser to liability to third
parties. The terms "hazardous waste", "hazardous substances" and toxic material" include,
flacEq
�GM-MHD c:1T`(

without limitation, any flammable explosives, radioactive materials, hazardous materials,
hazardous wastes, hazardous or toxic substances or related materials defined in the
Comprehensive Environmental Response Compensation, and Liability Act of 1980, as amended
(42 U.S.C. Sect. 960 et seq.), the Hazardous Materials Transportation Act, as amended (42
U.S.C. Sect. 1801 et seq.), the Resource Conservation and Recovery Act, as amende&(42 U.S.C.
Sect 9601 et seq.), the regulations adopted and publications promulgated pursuant to the
foregoing, and any other federal, state or local environmental law, ordinance, rule or,regulation.
Furthermore, Seller has not received a summons, citation, directive, letter or other
communication, written or oral, from any governmental authority as to any of the above
environmental concerns.
Without limiting the other provisions of this Agreement, Seller shall cooperate with Purchaser's
investigation of matters relating to the foregoing provisions of this Section and provide access to
and copies of all data and/or documents dealing with potentially hazardous materials used at the
Property and any disposal practices followed. Seller agrees that Purchaser may make inquiries
of governmental agencies regarding such matters, without liability to Purchaser for the outcome
of such discussions.
8.15 Seller hereby agrees to indemnify, hold harmless and defend Purchaser
from all loss, cost, damage, claim and expense incurred by Purchaser on account of (i) the
violation of or inaccuracy in any representation, warranty or covenant set forth in this Section 8,
and (ii) Seller's failure to perform any obligations of this Section 8. This indemnification shall
survive the Closing of the sale and the delivery of the deed.
9. Permitted Termination. In addition to all other rights of Purchaser under this
Agreement as provided by law (and not in lieu of any such rights), Purchaser, at Purchaser's sole
election and in Purchaser's sole discretion, may cancel and terminate this Agreementhy written
notice to Seller at any time for any reason during the Due Diligence Period. After the due
diligence period, thiNNINMEMarnest Money will only be returned to Purchaser if any one or
more of the following conditions or states of fact shall exist on the Closing Date ("Permitted
Termination") (but, in the alternative, Purchaser may in writing, at Purchaser's sole election and
in Purchaser's sole discretion, decline to cancel and terminate this Agreement by reason of any
such condition or state of fact, and proceed to consummate the transaction contemplated hereby):
9.1 Any proceeding is filed or commenced by any governmental authority or
other agency having powers of condemnation concerning the Property or any portion thereof;
9.2 The Property or any portion thereof shall be substantially damaged or
destroyed by fire, vandalism, or by force of nature or act of God;
9.3 Intentionally deleted;
9.4 Seiler shall not have cured any valid objections to or defects, in title as
required by and within the time prescribed in Section 7 hereinabove;
9.5 The failure of any of Seller's warranties set forth in Section 8 hereinabove
to be true and correct on the date of Closing in the same manner and with the same effect as if
then made, Seller hereby expressly agreeing that Seller will not cause or permit any action to be
pCM-MHa ci"r`�
.a

taken or omitted between the date hereinabove first written and the date of Closing which would
cause any of such representations to be untrue on the date of Closing;
9.6 Failure of Seller to deliver to Purchaser at Closing the special warranty
deed described in Section 4 hereinabove or a Quitclaim Deed described in Section 5
hereinabove;
9.7 Failure of Seller to deliver to Purchaser at Closing an affidavit of Seller
stating that there are no outstanding indebtedness, security agreements, financing statements, or
title retention contracts concerning any improvements, equipment, appliances, or other fixtures
attached to the Property; that there are no unpaid or unsatisfied deeds of trust, mortgages,
security deeds, liens, or other encumbrances which could constitute a lien against the Property
except those matters set forth in Section 7; that there are no disputes concerning the location of
the lines and comers of the Property; that there are no pending suits, proceedings, judgments,
bankruptcies, liens, or executions against or affecting Seller in either the County in which the
Property is located or any other County in the State of North Carolina which would affect title to
the Property; that there are no outstanding bills incurred for labor and materials used in making
improvements or repairs on the Property or for services of architects, surveyors, or engineers
incurred in connection therewith which have not been provided for in such a manner as to permit
an owner's policy of title insurance to issue to Purchaser without exception for mechanics' or
materialmen's liens; and that Seller is not subject to withholding under IRC 1445;
9.8 Intentionally deleted;
9.9 Intentionally deleted; and
9.10 Intentionally deleted;
If Purchaser gives Escrow Agent notice of Purchaser's having elected to terminate this
Agreement pursuant to this Section 9, then, notwithstanding anything in this Agreement to the
contrary: (i) Escrow Agent shall be, and is hereby, absolutely, unconditionally and irrevocably
authorized, directed and instructed to disburse the Earnest Money to Purchaser as set forth in this
Section 9 immediately upon receipt of a copy of such notice, without any inquiry as to the
propriety, effectiveness or timeliness of such termination and without the requirement of any
further authorization, direction or instruction from either Seller or Purchaser, and (ii) Seller
covenants and agrees not to delay, hinder or impede in any manner whatsoever the disbursement
of the Earnest Money as set forth in this Section 9.
10. Possession of Property. Seller shall deliver possession of the Property to
Purchaser at Closing.
11. Consultants and Brokers. Seller represents and warrants that they have not
dealt with any broker, finder or the like on their behalf in connection with the transaction
contemplated by this Agreement.
12. Transaction Costs.
12.1. Closing Costs. Seller shall pay any transfer, stamp, real estate conveyance
or similar tax payable on the transfer of the Property, all recording fees and legal fee gating to
W.
pCM-MHO �1TY

title clearance matters, document preparation fees for the preparation of documents related to the
transfer of title to the Property, and any recording fees for the release of any security interest on
the Property. Purchaser shall pay all financing source fees, including fees for third party reports
required by lenders; costs of all surveys and inspections of the Property; and with respect to the
Purchaser's debt financing, all recording taxes and fees, intangible taxes and other fees, charges
and expenses of delivering or recording the documents which evidence or secure such debt; title
search fees for owner's and mortgagee's title insurance policies; and survey.
12.2. Other Costs. All costs or expenses incurred in the performance of the
parties' respective obligations hereunder and of the consummation of the transactions
contemplated herein that have not been specifically assumed by either party under the terms
hereof shall be home by the party incurring such cost or expense.
13. Liquidated Damages to Seller. Remedies of Purchaser. In the event that
Purchaser refuses to accept title to the Property as required by this Agreement, or otherwise
defaults in Purchaser's obligations hereunder, through no fault of Seller, the Earnest Money (less
$10.00 for Purchaser entering into this Agreement) shall be retained by Seller as fixed and full
liquidated damages, subject to the provisions of Section 2 above, and in such event neither the
Purchaser nor Seller shall have any further rights or obligations hereunder or any remedies
provided by law or equity. In the event that Seller refuses to convey title to the Property when
required by this Agreement to do so, or otherwise defaults in Seller's obligations hereunder,
Purchaser shall be entitled to a return of its Earnest Money and to exercise all rights and
remedies available at law or in equity, including, without limitation, specific performance.
14. Prior Discussions and Amendments. This Agreement supersedes all prior
discussions and agreements between Seller and Purchaser with respect to the conveyance of the
Property, and constitutes the sole and entire agreement between Seller and Purchaser with
respect thereto. This Agreement may not be modified or amended unless such amendment is set
forth in writing and signed by both Seller and Purchaser.
15. Successors and Assigns. This Agreement shall apply to, inure to the benefit of,
and be binding upon and enforceable against Seller and Purchaser and their respective heirs,
successors and assigns to the same extent as if specified at length throughout this Agreement.
Purchaser may assign this Agreement to any individual, corporation, syndicate, or other business
entity, which shall agree to assume each of Purchaser's obligations hereunder, and, upon
assumption, Purchaser shall be released from all obligations hereunder. Purchaser, may, direct
that title to the Property or any portion thereof be conveyed to Purchaser or its nominee.
16. Attorney's Fees and Expenses. In the event of any litigation arisibg from or
relating in any way to this Agreement, the prevailing party shall be entitled to recover from the
non -prevailing party all reasonable costs incurred, including court costs, attorney's fees, and
expenses of litigation.
17. Counterparts. This Agreement may be executed in several counterparts, each of
which shall be deemed an original, and all of such counterparts together shall constitute one and
the same instrument.
18. Time of the Essence. Time is of the essence of this Agreement.
RiEcoviED
pCM-MK# vITY

19. Governing Law. This Agreement shall be governed by and construed according
with the Laws of the State of North Carolina.
20. Notices. All notices required or permitted by the terms hereof shall be given by
postage prepaid registered or certified United States Mail, return receipt requested, at the
following addresses, or via electronic message transmission ("email") to the addresses shown
below, or at such other address as either part hereto shall in writing advise the other.
To Seller: Pirate Group, LLC
Attn: Gerald Barfield
PO Box 534
Morehead City, NC 28557
Email: [e-mail]
To Purchaser: J&B East Properties, LLC
Attn: Max Barbour
8508 Towneley Place
Raleigh NC 27615
Email: maxobarbour(&,aol.com
With a copy to: William H Kroll, Esq.
9208 Falls of Neuse Rd, Ste 201
Raleigh NC 27615
919-870-6258
wkrol l t7a,stub bsnerdue.com
All notices shall be deemed given as of the time such are deposited with the United States Postal
Service for transmittal or when sent electronically as aforesaid.
21. Construction. No provision of this Agreement shall be construed by any Court or
other judicial authority against any party hereto by reason of such party being deemed to have
drafted or structured such provision.
22, Survival of Provisions. All covenants, warranties, representations, and terms set
forth in this Agreement shall survive the Closing, and will survive the execution of all deeds and
other documents at any time executed and delivered under, pursuant to, or by reason of this
Agreement.
23. Confidentiality. Seller hereby acknowledges that the terms of this Agreement,
the existence of this Agreement and the identity of all parties to this Agreement are, and are to
remain, confidential. Seller hereby agrees not to disclose the terms of this Agreement, other than
to agents, counsel or advisors to Seller.
24. Right to Ad lust Present Zoning. The purchaser has the right to pursue a change
of rezoning of the property, for Purchaser's intended use. In the event the Purchaser fails to
obtain the zoning needed for Purchaser's intended use during Due Diligence Period, Purchaser
reserves the right to cancel this Agreement.
10

25. Cooperation During Due Diligence Period. Seller hereby gives Purchaser
authorization and agrees to cooperate with Purchaser to seek and obtain government approvals,
rezoning, and permits needed for Purchaser to develop property for Purchaser's intended use.
This cooperation is an integral part of this Agreement. .
26. Additional Special Stipulations. As outlined in EXHIBIT "V. In the event of
a conflict between the terms in the Special Stipulations and the terns of this Agreement, the
terms of the Special Stipulation shall control.
[SIGNATURES CONTAINED ON THE FOLLOWING PAGE(s)]
RECf,r%4So
Ocl x ® . (,,M,t
u p OM.MHD GIV

IN WITNESS WHEREOF, the parties have executed this Agreement und@r seal as of
the day and year first above written.
Pirate Group, LLC
(SEAL)
GERALD ROGER BARFIELD, Manager
J&B East Properties, LLC
By: (SEAL)
(SEAL)
i� AX O. BARBOUR, Manager
pC"-%,%%%%A COM
tz

�J.1� QHW'1W`n�4
E[
po oaa3o oop laasaQ
«I„ .LIUMa

PXHIBTT "2"
Special Stipulations
Purchaser agrees that if it or its assigns is able to develop 9 lots on the Property, Seller
shall be authorized to buy one (1) developed duplex unit facing intercoastal waterway at
builder's cost. Seller must notify Purchaser of its intent to exercise this purchase option in
writing within three (3) business days after completion of unit and written notice from Purchaser.
Seller must comply with Purchaser's typical closing procedures.
AJIO OHW-WOO
BIOZ 0 T 130
14
a3AI3038

Assignment of Agreement for Purchase and Sale of Real Proijerty
For value received, J&B East Properties, LLC ("J&B" or "Assignor") hereby absolutely assigns,
sells, transfers, and conveys to Hyde Investors, LLC ("Hyde" or "Assignee") all of J&B's rights,
title, and interest in that certain Agreement for Purchase and Sale of Real Property dated July 25,
2017, as amended, by and between J&B and/or its successors or assigns, as Purchaser, and Pirate
Group, LLC, as Seller.
This Assignment is without recourse to J&B, and J&B makes no warranties.
This la7ay of October, 2018.
GT.`tINNIS] 4
J&B East Properties, LLC
By:
Nameur
Title: Manager
ASSIGNEE:
Hyde Investors, LLC
By:
Nam . ax O. Barbour
Title: Manager
RECEIVED
nCT ? O'_018
DCM-MHD CITY

Agreement for Purchase and Sale of Real Property
For value received, Hyde Investors, LLC ("Hyde" or `Buyer l offers to purchase and upon
acceptance The Reserve at Channel Bay, LLC ("The Reserve" or "Seller") agrees to sell the real
property commonly referred to as ".073 acres -Lot End of Old Causeway Road," located in
Atlantic Beach, Carteret County, North Carolina CTroperty'D. This being the same Property
conveyed to The Reserve by Elizabeth Owen Smith, unmarried, by general warranty deed and
recorded in the Carteret County Registry in Book 1601, at Page 445. The Closing shall occur at
such time as agreed by Buyer and Seller.
This Agreement is without recourse to The Reserve, and The Reserve makes no warranties.
This Qdaday of October, 2018.
BUYER:
Hyde Investors, LLC
By:
Name: fWax 0. Barbour
Title: Manager
SELLER:
The Reserve at Channel Bay, LLC
By:
Nam : ax 6. Barbour
Title: Manager
RECEIVED
OCT 10 2018
DCM-MHD CITY

FOR REGISTRATION REGISTER OF DEEDS
Karen S. Hardesty
Carteret County, NC
March 6, 2018 4:36:32 PM
DEED # Pages: 3
Fee:$26.00 NC Revenue Stamp: $500, 00
FILE # 1601445
Prepared by and return to:
Stubbs & Perdue, P.A.
310 Craven Street
New Beni, NC 28560
NO TITLE EXAMINATIONPERFORMED
Parcel No. 637508875557000
Revenue Stamps $ 500.00
(The property herein conveyed _includes or xx does nor include she primary residence of a Grantor)
NORTH CAROLINA
CARTERET COUNTY
GENERAL WARRANTY DEED
THIS GENERAL WARRANTY DEED, dated the 27d' day of February, 2018, is made by
and between Elizabeth Owen Smith, unmarried, (herein called the "Grantor") whose address is
9211 Calabria Drive # 116, Raleigh, NC 27617; and The Reserve at Channel Bay, LLC, a North
Carolina limited liability company, (herein called the "Grantee") whose address is 8508 Towneley
Place, Raleigh, NC 27615.
The terms "Grantor" and "Grantee" as used herein shall mean and include the parties
indicated, whether one or more, and their heirs, legal representatives, successors and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by the context.
WITNESSETH:
That Grantor, for a valuable consideration paid by Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto Grantee in fee
simple, the following described real property; to wit:
RECEIVED
submitted electronically by "Stubbs & Perdue, P.A."
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Carteret County Register ofDff4 -0 9018
DCM-M HD CITY

All that certain tract or parcel of land lying and being situate in the Town of
Atlantic Beach, Carteret County, North Carolina and being more particularly
described as follows:
BEING a portion of that property known as "Mom and Pop's Trailer Park", and
being a portion of that tract conveyed to Levie R. Ennis and wife, Bobbie T.
Ennis, by instrument of recorded in Book 355, Page 35, Carteret County Registry;
said lot being more particularly described as Lot A as shown on that map entitled
"William F. Dowdy" by Collier Survey Company, recorded in Map Book 19, Page
66, Carteret County Registry.
There is also conveyed herein a right-of-way for purposes of ingress and egress
which is more particularly described as that 17 foot road access and 15 foot road
access as shown on that earlier reference map recorded in Map Book 19, Page 66,
Carteret County Registry.
There is also conveyed to the grantee, its successors and assigns, an easement in
perpetuity over lands retained by Bobbie T. Ennis for septic tank purposes and its
attendant lines, tanks, traps, and drainfleld as recorded in Book 366, Page 237,
Carteret County Registry.
The property hereinabove described is subject to ad valorem taxes for the current year
(prorated through the date of closhrg); utility easements and unviolated restricitve covenants that do
not materially affect the value ofthe Property.
TO HAVE AND TO HOLD the aforesaid real property and all privileges and appurtenances
[hereunto belonging to Grantee in fee simple.
And Grantor covenants with Grantee that Grantor is seized of the premises in fee and has the
right to convey the same in fee simple, that the title is free and clear of all liens and encumbrances
except as herein otherwise described, and that Grantor will warrant and defend the tide against the
lawful claims of all persons whomsoever.
RECEIVED
nr,T ? 0 �^18
Dcm- ,mo a.ITY

r
IN WITNESS WHEREOF, Grantor has caused this instrument to be executed in such form as
to be binding, this the day and year first above written.
1
VITA / , • .0 ,M,
•i ov�e-n -Smith
-
STATE OF NORTH CAROLINA
COUNTY OF R ft--
1, IL i'P/SGL !<1 Di AM allotary Public of A County,
Carolina, certify that on this date before me personally appeared Elizabeth Owen Smith, unmarried, personally
known to me or who produced satisfactory evidence of identification and voluntarily signed the foregoing or
attached instrument for the purposes therein stated and in the capacity indicated.
Witness my hand and official stamp or seal this 214v) day of February, 2018.
Signarure of Notary Public °��Q� A K gR0'
SEAL 1 NOTARY h
My Commission Expires: MY
n n.wSSExawes
jOUBLIC
RECEIVED
OCT 10 2018
DCM-MH© CITY

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Hyde Investors, LLC, C/o The Cullipher Group, PA
LOCATION OF PROJECT SITE: 403 Old Causeway Road, Atlantic Beach, Carteret County
Photo Index - 2006: 40.8086 grids: B&C 11
State Plane Coordinates - Longitude:-76.742 Latitude: 34.712
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit—10/10/2018
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete—10110/2018
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Atlantic Beach
Land Classification from LUP — mixed use high intensity
(B)
AEC(s) Involved: ES
(C)
Water Dependent: No
(D)
Intended Use: Commercial
(E)
Wastewater Treatment:
(F) Type of Structures:
HABITAT DESCRIPTION:
Existing — Septic Systems
Planned - Septic Systems
Existing — mobile homes with decks, rock/gravel drive, storage buildings,
bulkhead, piers with slips
Planned — Fill and grading, septic systems, driveways, road, utilities and 10 multi-
family duplexes.
DREDGED FILLED OTHER
(A) High ground disturbance 100,188 sf
(D) Total Area Disturbed: 100,188 square feet
(E) Primary Nursery Area: No
(F) Water Classification: SA, HQW Open to shellfish harvesting along Bogue Sound: Closed area within the
canal area
PROJECT SUMMARY:
The applicant is proposing to re -develop a 2.3-acre tract along Bogue Sound in Atlantic beach. The work will involve
the construction of Windfare Condominiums, which would consist of 10 multi -family duplexes, road, driveways,
utilities, retaining wall and septic systems. No work waterward of NHW is proposed, only high ground development,
which involves more than one acre of land disturbance and the 75' Estuarine Shoreline AEC..

Field Investigation Report: Hyde Investors, LLC
c/o The Cullipher Group, PA
Page 02
9. Proiect Description
The existing 2.3-acre tract currently is a mobile home park in Atlantic beach at 402
Old Causeway Road. It was developed in the 1960's and has remained unchanged
since. The surveyed existing BUA within the 75' AEC is 31.93% (13,966.11 so and
a tract total BUA of 33.53% (33,301.78 sf). The project area is found by turning off
Highway 70 East in Morehead City (Arendell Street) onto the on -ramp for Atlantic
Beach. Follow the Atlantic Beach Causeway for approximately 2,774.41' (.53 miles)
then turn right onto Old Causeway Road. Follow Old Causeway Road for
approximately 3,138' (.59 miles). The entrance to the old "Channel Bay MHP" will
be on the right. The site is located along the south side of Bogue Sound and the west
side of the existing canal that connects to Bogue Sound. The property is stabilized
with an existing bulkhead and has several existing docking facilities along its
shoreline. The tract is 3' above NHW with no wetlands. Current Activity involves
mobile home removal.
The waters of Bogue Sound adjacent to the project areas are classified as "SA,
HQW" by the Division of Water Resources. There are no nearby Primary Nursery
Areas. According to the maps provided by the Shellfish Sanitation Section of the NC
Division of Marine Fisheries, the waters of Bogue Sound are predominately open to
shellfish harvesting adjacent to the proposed project with the canal area closed to
shellfish harvesting. There is no development proposed within navigable waters and
there are no know historic or archaeological areas of value known within the project
sites.
10. Proposed Proiect
The applicant is proposing to re -develop the 2.3-acre tract with 10 multifamily
duplex buildings (20 units total) landward of the 30' CAMA buffer, construct an
entrance road, driveways, utilities and septic systems. The surveyed existing BUA
within the 75' AEC is 31.93% (13,966.11 sf) and a tract total BUA of 33.53%
(33,301.78 sf). The proposed BUA for the site is 43,172sf and exceeds the pre-
existing amount by 9,871 sf, however the applicant is proposing permeable
pavement for the driveways at buildings 1-8, which would reduce the impervious
area to the pre-existing amount.
The first portion of the project involves the grading and filling of the property for
the construction of pervious pavement driveways entrance road, utility installation,
erosion control measures and new septic system installation. A maximum of 3' of
fill would be placed and retained by a 3' high keystone retaining wall as well as silt
fencing in specific areas. Per the applicant the retaining wall is needed to provide a
gentle slope transition of less than 5% to the existing bulkhead for non -erosive
velocities. The silt fencing would remain in place until grass growth stabilizes the
soil.
The final portion is the construction of the 10 multi -family duplexes. Each duplex
would house 2 units per building for a total of 20 units. All buildings, utilities and

Field Investigation Report: Hyde Investors, LLC
c/o The Cullipher Group, PA
Page 03
driveways would be outside of the 30 CAMA buffer. Each building would be 40' x
48', a finished height of 45' from existing MSL and 40' above finished grade once
the 3' of fill is added. Buildings 1-8 would have a 10' wide pervious paver
driveway, with building 9 and 10 having 38' wide concrete driveways. The asphalt
entrance road would be 20' wide. All portions of the proposed buildings would
remain landward of the 30' CAMA buffer. The existing tract area calculated within
the 75' AEC is 43,739.17 sf with the surveyed existing BUA within the 75' AEC at
13, 966.11 sf (31.93%). The existing tract area within the 30 buffer is 19,065.13 and
the surveyed BUA within the 30' CAMA buffer is 3,344.40 sf (17.4%). The project .
proposes 13,947 sf (31.89%) of BUA within the 75' AEC and removes all existing
BUA within the 30' CAMA buffer. Per the applicant, the pervious pavement that is
proposed, treats portions of buildings 1-8, therefore reducing the BUA to 18.60%.
11. Anticipated Impacts:
The development would grade, fill and disturb 100,188 sf (2.3ac) of high ground
with 13,947 sf of BUA within the 75' Estuarine Shoreline AEC. The innovative
design would reduce the BUA to 18.60% and therefore has the potential to improve
stormwater treatment. There is no work proposed waterward of NHW at this time. '
The applicant reports they are submitting an Erosion and Sediment Control plan to
NCDEMLR for upland high -density re -development but a site development plan has
not been submitted to NCDWR for review at this time.
Submitted by: Heather Styron Date: 10/17/18 Morehead City District Office

ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
Carteret News Times
PO Box 1679
Morehead City, NC 28557
Re: Public Notice - Hyde Investors, LLC (Windfare Condominiums)
Dear Sir:
October 16, 2018
Please publish the attached Notice in the 10/19/18 issue of the Carteret News Times.
The State Office of Budget and Management requires an original Affidavit of Publication
prior to payment for newspaper advertising. Please send the affidavit, an original copy
of the published notice, and an original invoice to Melissa Sebastian, NC Division of
Coastal Management, 400 Commerce Avenue, Morehead City, North Carolina 28557,
Telephone [phone].
Thank you for your assistance in this matter. If you should have any questions, please contact
me at our Morehead City office.
Sincerely,
fietdherx.c*n
Heather M. Styron
Coastal Management Representative
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
252.808.2808

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as required by
NCGS 113A-119(b) that application for a development permit in an Area of Environmental Concern as
designated under the CAMA was received as complete on 10/10/18. According to said application, Hyde
Investors, LLC proposes the redevelopment of the existing 2.278 tract with 10-building, multifamily duplexes,
driveways, retaining wall, utilities and septic systems located at 402 Old Causeway Road in Atlantic Beach, NC.
A copy of the entire application may'be examined or copied at the office of Heather Styron, NC Division of
Coastal Management, located at 400 Commerce Avenue, Morehead City, NC, [phone] during normal
business hours.
Comments mailed to Braxton Davis, Director, Division of Coastal Management, 400 Commerce Avenue,
Morehead City, N.C. 28557, prior to 11/8/18, 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
this matter will be provided upon written request
PUBLISH ON: 10/19/18
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
252,808.2808

- MAJOR-E3tM1T-FE-E-MATPJ-X - _ -
Selection
Development Type
Fee
DCM %
DWQ
(14300 16014351000931625 6253)
(243001602 435100q341)
I. Private, non-commercial
development that does not
$250
1000%Zo ($250)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
❑
development that does not
$400
100% ($400)
0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
Major Modification to a
$250
100% ($250)
0% ($0)
CAMA Major permit
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
$250
100% ($250)
0% ($0)
General Water Quality
Certification No. 4097 (See
attached) can be applied:
III(B). Public or commercial
❑
development, if General
$400
100% ($400)
0% ($0)
Water Quality Certification
No. 4097 (See attached)
can be applied:
III(C). If General Water
❑
Quality Certification No.
$400
60% ($240)
40% ($160)
4097 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
ife:eneral
Waterertification
No.
$400
60%($240)
40%($160)
paquaticlife:
e attached) cannot
d:evelopment
that
❑the
filling and/or
$475
60% ($285)
40% ($190)
excavation of more than
one acre of wetlands and/or
open water areas:
0 7 � d �

"*"This is a word processing form to be completed in Microsoft Word"`
NC Division of Coastal Management
Major Permit Application Computer Sheet
(01MB/2007)
Applicant: Hyde Investors, LLC C/o The Cullipher Group, PA
Date: 10/162018 .
Project Site County Carteret
Staff: Heather Styron
District: ❑Elizabeth City
®Morehead City
❑Washington
❑Wilmington
Project Name: Windfare Codominiums
Rover File: NA
Photos Taken: Yes ® No❑
Date application "received as complete" in the Field office (EX: 1/8/2007): 10/10/18
Permit Authorization: ®LAMA ❑Dredge & Fill ❑Both
SITE DESCRIPTION INFORMATION
Sandbags: ❑Yes ®No ❑ Not Sure
Critical Habitat: ❑Yes ®No ❑Not Sure
Shell Bottom: [_]Yes ®No ❑ Not Sure
15 foot waiver obtained:
❑Yes ®No
Did the land use classification come from
county LUP: ❑Yes ®No
Environmental Assessment Done:
❑Yes ®No
(Secondary water classification — OPTIONAL choose MAX of 4)
❑ ORW
I ❑PNA
I ❑Nutrient Sensitive
®HQW
❑Swamp waters
❑NC Nat/Scenic river
I ❑Fed Wild/Scenic river
WETLANDS IMPACTED
❑ Juncus roemedanus(black needlerush)
❑ Distichlis spicata(salt or spike grass)
❑ Salicomia sp.(glasswort)
❑ Spartina cynosuroides(salt or giant reed
grass)
❑ Spartina patens(salt/meadow grass)
❑ Limonium sp.(sea lavender)
❑ Spartina alternaflora(salt marsh
cordgrass)
❑ Scirpus sp.(builrush or three square)
❑ Cladium jamaicense(saw grass)
❑ Typha sp.(cattail)
❑ Borrichia frutescens(sea oxeye)
❑ Iva frutescens(marsh elder)
❑ Jurisdictional wetlands (Corp. of
Engineers)
252-808-2808 :: 1-868-4RCOAST :: www.nccoastalmananement.net revised: 61/08107

NC Division of Coastal Mgt. Application Computer Sheet, Page 2 of 3)
Applicant:Hyde Investors, LLC (Windfare Condominiums)
Date: 10/16/2018
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.
Choose One
Choose One
Activity Name
Dimension 1
Dimension 2
Dimension 3
Dimension 4
High Ground
100,188
100,188
New Work N
Replace
disturbance
Maint ❑
❑ Y EN
-
New Work ❑
Replace
-
Maint ❑
❑ Y ❑ N
-
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
-
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
'
New Work ❑
Replace
-
- -
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
'
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
revised 01/08/07

NC Division of Coastal Mgt. Application Computer Sheet, Page 3 of 3)
Applicant:Hyde Investors. LLC (Windfare Condominiums)
Date: 10/16/2018
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
Habitat Name
TOTAL Sq. Ft
(Applied for.
Disturbance total
includes any
anticipated
restoration or
temp impacts)
FINAL Sq. Ft.
(Anticipated final
disturbance.
Excludes any
restoration
and/or temp
impact amount)
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
temp impacts)
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration
and/or temp
im actamount
Choose One
High Ground
100,188
100,188
100,188
100,188
Drege ❑ Fill ® Both ❑ Other
Drege ❑ Fill ❑ Both ❑ Other ❑
Drege ❑ Fill ❑ Both ❑ Other ❑
Drege ❑ Fill ❑ Both ❑ Other ❑
Drege ❑ Fill ❑ Both ❑ Other ❑
Drege ❑ Fill ❑ Both ❑ Other ❑
Drege ❑ Fill ❑ Both ❑ Other ❑
Drege ❑ Fill ❑ Both ❑ Other ❑ ..
Drege ❑ Fill ❑ Both ❑ Other ❑
Drege ❑ Fill ❑ Both ❑ Other ❑
Drege ❑ Fill ❑ Both ❑ Other ❑
Drege ❑ Fill ❑ Both ❑ Other ❑
-
Drege ❑ Fill ❑ Both ❑ Other ❑
Drege ❑ Fill ❑ Both ❑ Other ❑
Drege ❑ Fill ❑ Both ❑ Other ❑
252-808.2808 :: 1-8884RCOAST :: www.necoastalmanaaement.net revised: 01/08/07

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
Hyde Investors, LLC
C/o The Cullipher Group, PA
151-A HWY 24
Morehead City, NC 28557
Dear Sirs:
NORTH CAROLINA
Environmental Quality
October 16, 2018
The Division of Coastal Management hereby acknowledges receipt of your application for the re-
development of the 2.278-acre tract at 402 Old Causeway Road in Atlantic Beach, Carteret County. It was
received as complete on October,10, 2018, and appears to be adequate for processing at this time. You
have requested that the application be processed under the Express Review Permitting Program. Under
this expedited process, the projected date for making a decision will be on or around November 9, 2018.
Please be advised that this project may also require authorization from the US Army Corps of Engineers.
The majority of CAMA major permit applications that also require Federal authorization are processed as
a joint review under the CAMA Major Permit / Corps of Engineers 291 General Permit process. Under
most circumstances, the Federal review of these applications would be after 11/9/18. If the US Army
Corps of Engineers does not render a decision on your project by the time a CAMA permit decision can
be made, the Division of Coastal Management will render a permit decision on the CAMA Permit only.
Should that occur, the US Army Corps of Engineers would most likely process your project as a General
Permit 291. Should you wish to place your project on hold before 11/9/18, pending the receipt of the
Federal decision, the Division of Coastal Management will render a decision once the Federal comments
are received.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed
development. Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the
property of your proposed development. You should post these notices at conspicuous points 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.
S. ly,
eather Styron
DCM Field Representative
o�w or�r�
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
252.8082808

M.

r
fir, rM'. a A
CAMA PERMIT
APPLIES FOR
PROJECT: The applicant is proposing to redevelop a 2.278-acre tract
with the construction of 10 multi -family duplexes, driveways, retaining
wall, utilities and septic systems.
APPLICANT:
Hyde Investors LLC
c/o The Cullipher Group, PA
151-A Hwy 24
Morehead City, NC 28557
[phone]
November 8, 2018
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
Heather Styron - DCM
400 Commerce Avenue
Morehead City, NC 28557
[phone] ext. 216

Styron, Heather M.
From: Legals <[e-mail]>
Sent: Wednesday, October 17, 2018 8:59 AM
To: Styron, Heather M.
Subject: [External] Re: Hyde Investors, LLC 402 Old Causeway Road Atlantic Beach
This ad is set and scheduled to run on October 19, 2018
in the amount of $ 49.08.
Proof:
NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment and Naturel Resources hereby gives public notld as required by NCGS 1184119(b) Mat application for a development period in anArea of Environmental Concern as designated under Me
CAMA cues received as complete on WWII, II, According to said application, Hyde Investors, LLC proposes the retlevelopment of Me existing 2.278 bast with 10PbuJtling, mudRamily duplexes, driveways, asserting wall,
utilities and septic systems located at 402 OW Causeway Road in Atlantic Beall, NC. A copy of Me entire application may be mmmMed or coped atthe office of Header Shyron, NC Division of Coastal Management,
basted at400 Command Avenue, Morehead City, NC, [phone] during normal business hours.
Comments mailed to geared Davis, Greater. Division of Coastal Management, 4W Commands Avenue, Morehead City, N.C. 211557, pnorto 11AV18, %rill be consideretl in mating Me permitdedsion. Later commantswtll
Ise accepted and dnsdered up to Me time of permit decision. Project Modification May occur based an review and comment by Me public and state and federal agendas. Notice of Me seared decision In this nrattervoll be
provided upon wntien request
019
On Oct 16, 2018, at 11:39 AM, Styron, Heather M. wrote:
Carteret News Times October.16, 2018
PO Box 1679
Morehead City, NC 28557
Re: Public Notice - Hyde Investors, LLC (Windfare Condominiums)
Dear Sir:
Please publish the attached Notice in the 10/19/18 issue of the Carteret News Times.
The State Office of Budget and Management requires an original Affidavit of Publication prior to
payment for newspaper advertising. Please send the affidavit, an original copy of the published notice,
and an original invoice to Melissa Sebastian, NC Division of Coastal Management, 400 Commerce
Avenue, Morehead City, North Carolina 28557, Telephone [phone].
Thank you for your assistance in this matter. If you should have any questions, please contact me at our
Morehead City office. ,
Sincerely,
1led6 'k apvn
Heather M. Styron
Coastal Management Representative

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as required by NCGS
113A-119(b) that application for a development permit in an Area of Environmental Concern as designated under
the CAMA was received as complete on 10/10/18. According to said application, Hyde Investors, LLC proposes the
redevelopment of the existing 2.278 tract with 10-building, multifamily duplexes, driveways, retaining wall, utilities
and septic systems located at 402 Old Causeway Road in Atlantic Beach, NC. A copy of the entire application may
be examined or copied at the office of Heather Styron, NC Division of Coastal Management, located at 400
Commerce Avenue, Morehead City, NC, [phone] during normal business hours.
Comments mailed to Braxton Davis, Director, Division of Coastal. Management, 400 Commerce Avenue,
Morehead City, N.C. 28557, prior to 11/8/18, 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 this matter will be provided
upon written request.
PUBLISH ON: 10/19/18
Heather M. Styron
Field Representative
NC Division of Coastal Management
NC Department of Environmental Quality
252 808 2808 ext.216 Office
heather. m.stvron(a ncdenr.gov Email
400 Commerce Ave.
Morehead City, NC 28557
<image001.png>
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Judy Allred
E

Legal Assistant/ Classifieds
Carteret County News -Times
4206 Bridges Street
Morehead City, NC 28557
Phone [phone] Ext. 263
Fax [phone]
legals(aD-thenewstimes.com

ROY COOPER
Governor
MICHAEL Si REGAN
Secretory
BRAXTON C. DAVIS
Director
MEMORANDUM:
TO: Roy Brownlow
FROM: Heather Styron
NORTH CAROLINA
Environmental Quality
October 17, 2018
SUBJECT: COMMENTS & RECOMMENDATIONS - CAMA MAJOR PERMIT-
HYDE INVESTORS, LLC (WINDFARE CONDOMINIUMS), 402 OLD CAUSEWAY
ROAD, ATLANTIC BEACH
The following are my comments and recommendations regarding the aforementioned proposal.
The proposal is for the re -development of an existing 2.3-acre tract of land. The proposal
consists of grading and filling, utilities, retaining wall, entrance road, driveways, 10 multi -family
duplex buildings and septic system installation.
The proposed work is consistent with 15A NCAC 7H.209 therefore the Morehead City District
Office recommends the project be authorized as proposed on plats dated received October 10,
2018, contingent upon all applicable general conditions and the following standard conditions:
• All development over high ground shall be constructed as shown on plats dated 10/1-0/18
and remain landward of the 30' CAMA buffer.
• No development is authorized waterward of NHW.
• The applicant should install and maintain effective Sedimentation and Erosion Control
Measures to ensure runoff into the adjacent waterbody is prevented, until the area is
stabilized with vegetative cover.
NOTE: The applicant is in the process of purchasing this land for the purpose of this
redevelopment. If the offer to purchase does not go through or should be terminated,
this application and permit should be considered to become void.
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
252.808.2808

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
October 17, 2018
NORTH CAROLINA
Envlrm ental Quality
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO: Rachel Love Adrick
Division of Coastal Management
FROM: Heather Styron
MHC DCM Field Representative
SUBJECT: CAMA Permit Application Review
Applicant: Hyde Investors, LLC
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
Please indicate below your agency's position or viewpoint on the proposed Express project
and return this form by (14 Days). If you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
ni ge objects to the project for reasons described in the
a omments.
SIGNED(1DATE (�
F 9Pe
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
252.808.2808

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
MEMORANDUM
NORTH CAROLINA
Environmental Quality
TO: Heather Styron, MHC Field Representative
Division of Coastal Management
FROM: Rachel Love-Adrick, District Planner
Division of Coastal Management k90
SUBJECT: Major Permit Application by Hyde Investors. LLC.
Date: October 18, 2018
Consistency Determination: The request is consistent with/not in conflict the Town of Atlantic Beach Land
Use Plan certified by the CRC on July 24, 2008 and amended on March 25, 2010.
Overview: The project is contiguous to Bogue Sound and is located at 402 Old Causeway Rd, Atlantic
Beach, Carteret County, North Carolina. The site is 2.3 acres in entirety, has 631' of shoreline, and is an
average of 3' above NHW. Existing development onsite includes mobile homes with decks, rock/gravel
drive, storage buildings, bulkhead, and piers with slips. Proposed development includes construction of a
10 multi -family duplexes (20 total units), road, driveways (pervious and impervious), utilities, retaining
wall and septic systems.
AECs onsite include ES (Estuarine Shoreline). Bogue Sound surface water classification is SA, HQW. The
site is not a Primary Nursery Area and is open to the harvest of shellfish along Bogue Sound, but closed
within the canal area. A review of SAVs and shellfish beds was not provided. There are no coastal wetlands
or know historic or archaeological areas of value known within the project site.
Anticipated impacts resulting from this project are expected to include: the grading, filling and disturbance
of 100,188 sf (2 ac) of high ground with 13,947 sf of BUA within the 75' Estuarine Shoreline AEC. The
innovative design would reduce the BUA to 18.60% and therefore has the potential to improve
stormwater treatment. There is no work proposed waterward of NHW at this time.
The applicant reports they are submitting an Erosion and Sediment Control plan to NCDEMLR for upland
high -density re -development but a site development plan has not been submitted to NCDWR for review
at this time
EMEmYwm�hl OUWry�
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
252,808.2808

Basis for Determination:
The project is subject to the 2008 Town of Atlantic Beach Core Land Use Plan. The Town of Atlantic
Beach Future Land Use Map (FLUM) designates the site as a "Residential Medium Density". The'FLUM
provides the following description for the land use category
ii. Medium Density Residential
Corresponding zoning districts: RA-2 -Residential District
Permitted uses: Single- and multi -family development
Not permitted uses: All non-residential development
Allowable densities: Single family- 8.7 units/acre
Multi -family -12,1 units/acre
Maximum height: 45 feet
Minimum lot size: 5,000 s.f.
Maximum lot coverages May not exceed 40%'
The proposed development appears to meetthe guidelines for Medium Density Residential. The 'proposed
development is multi -family residential, is at a density of 8.77,units/acre, based on the engineered
drawing (LAMA Cross Section A-A)'at grade the buildings appear to be 40ft tall, the tract is 99,234.36 sf,
and the lot coverage is33.56%. `
Policies- Residential
P.9 - Atlantic Beach supports residential development which meets the 15A NCAC 7H minimum use
standards.
Policies -Conservation
P.22 - The Town of Atlantic Beach supports 15A NCAC 7H for the protection of all AECs:
P.31-The Town of Atlantic Beach will support residential and commercial development which meets
15A NCAC 7H use standards in estuarine shoreline, estuarine Water, and public trustareas.
Policies - Stormwater Control
Implementing Actions _
1.68 -The Town of Atlantic Beach will require the ,preparatio n/approval of a water quality control
statement for all proposed developments.,The statement will specifically define how the following will
be addressed:
• Use watershed -based land use planning.
• Protect sensitive natural areas, including coastal wetlands,
• Establish buffer network.
• Minimize impervious cover in site design.
• Limit erosion during construction.
• Maintain coastal growth measures.
• Restoration of impaired waters.
• Management of the cause and sources of pollution to ensure the protection of those waters
currently supporting their uses allowing for reasonable economic growth. - -
�D E
North Carolina Department of Environmental Quality I Division of Coastal Management -
MoreheadCity Office 1 400Commerce Avenue,I Morehead City, North Carolina 28557
252308.2808 -

• Reduction of nutrients in Atlantic Beach waters.
• Reduction of bacterial contamination sources to all waters.
This implementing action requirement will be addressed in the update of the Town's zoning and
subdivision ordinances (1.31, page 176) and in the adoption of a stormwater control ordinance (1.39,
page 179). Schedule: Fiscal Year 2007-2008 and Fiscal Year 2008-2009).
D_EQ
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
252.8082808

Brownlow, Roy
From: Michelle Shreve <[e-mail]>
Sent: Wednesday, October 31, 2018 10:53 AM
To: Brownlow, Roy
Cc: Nick Krebs
Subject: [External] RE: Windfare Condos Express Permit Application
Good Morning Roy,
I just returned to the office today after a week or so and received the major permit packet. The Town of Atlantic Beach has no
objections to the permit as long as the development complies with all applicable ordinances.
Thank you,
Michelle Shreve Eitner, CZO
Director of Planning and Development
Town of Atlantic Beach
[phone]
From: Brownlow, Roy [mailto:[e-mail]]
Sent: Wednesday, October 31, 2018 10:13 AM
To: Michelle Shreve; Harris, David B; Padrick, Lee; [e-mail]; Scott, Georgette; Mairs, Robb L;
[e-mail]; Dunn, Maria T.
Subject: Windfare Condos Express Permit Application
Hope this finds you all doing well.
This email is in regards to the Express CAMA Major Permit application for Windfare Condominiums in Atlantic Beach,
Carteret County, Hyde Investors, LLC. Just a reminder that the 30-day deadline is fast approaching next week. If you are
receiving this email, then we are still needing comments or no objections to the proposed project from your agency and we
were hoping to have them all in by today. If the comments have been submitted, please let us know as we do not have the
documents in our files and might need another copy sent.
Thanks and best regards,
Roy Brownlow
District Manager
& Compliance Coordinator
Division of Coastal Manacement
Department of Environmental Qualms
252 808 2808 office
Extension 217
[e-mail]
400 Commerce Ave
Morehead City, NC 28557

ROYCOOPER
'00yernar,
MICHAEL S. REGAN
Secretary.
BRAXToN c DAvis
Director
October 17, 201-8
MEMORANDUM:�(EXPREsS.MAJOR+PERMIT)
TO: Lee Padrick,
Division of Community Assistance
FROM-. Heather Styron
MHC,DCM Field Representative.
.SUBJECT; CAMA'Perinit Application Review
Applicant: Hyde Ifive§tpr% LLC
Project tocati.on,: 462 Old Causeway Road', Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
Please indicate below Your agency's.positlon,or viewpointon the Proposed Express,project
and return this form
by Days). If have Any .questions regarding the proposed
project, please contact Heather Styron, Field Representative I or'Roy'ffrownlow, District
Manager at [phone]. When appropriate, in-depth ommens
requested. I P . c.twith supportingzdata is
REPLY. This agency has no objection on to the project is proposed.
This agency has no comment on the I proposed project.
This agency approves of the project only if the recommendedchangesare incorporated. See attached.
This agency objelctst6 tho,project for reasons described in the
attached comments..
SIGNED-2�L :DATE—
D Q
North CarolinaDepartnent of Envim—ental I
Morehead Quality I Division of Coastal Managemat
City Office 1400 Commerce Avenue I Morehead City, North Carolina 28557
25280.8.2808

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
October 17, 2018
NORTH CAROLINA
Environmental Quality
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO: Shannon jenldns
DMF/ Shellfish Sanitation
FROM: Heather Styron
MHC DCM Field Representative
SUBJECT: CAMA Permit Application Review
Applicant: Hyde Investors, LLC
oer
a.UCO
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
I
Please indicate below your agency's srtion or viewpoint on the proposed Express project
and return this form by (14 Days). f you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the, project as proposed.
V 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 Gi / .G`��L� C1(—� ATE
���Shrtinyl�,vl ,}enk i� S �
D Q
North Carolina Department of Environmental Quality I DlvlslonofCoastal Management
Moreheadaty Olike 1400Commerce Avenue I Morehead City, North Carolina 26557
252,608.2808

Brownlow, Roy
From:
Gupton, Sharon
Sent:
Friday, October 26, 2018 12:44 PM
To:
Styron, Heather M.
Cc:
Brownlow, Roy
Subject:
FW: Hyde Investors, LLC - Windward Condominiums
Attachments:
DOC102618-10262018124056.pdf
No comment
Sharon Gupton
Administrative Specialist
Shellfish Sanitation & Recreational Water Quality Division of Marine Fisheries N.C.Department of Environmental Quality
252-808-8118 office
252-726-6827
[e-mail]
P.O. Box 769
Morehead City, NC 28557
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.
-----Original Message .....
From: Marine Fisheries CDO [mailto:[e-mail]]
Sent: Friday, October 26, 2018 3:41 PM
To: Gupton, Sharon <[e-mail]>
Subject: Send data from MFP1 2139217 10/2612018 12:41
Scanned from MFP12139217
Date:10/26/201812:41
Pages:1
Resolution:200x200 DPI

ROY COOPER
Governor
MICHAEL S. REGAN
secrelary
BRAXTON C. DAVIS
Director
October 17, 2018
NORTH CAROLINA
Environmental Quality
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO:
MAMA
SUBJECT:
Applicant:
Project Location:
Shannon Jenkins
DMF/ Shellfish Sanitation
Heather Styron
MHC DCM Field Representative
CAMA Permit Application Review
Hyde Investors, LLC
If.;,
OCT
Q2
402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
l'
Please indicate below your agency's slti1�on or viewpoint on the proposed Express project
and return this form by (14 Days). f you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: _/ This agency has no objection to the project as proposed.
V 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 ,eU GZ,�d "L'e (�L ATE U ,3 Ir
ShanEltm `)enki S po
DEQ�
North Carolina Department of Environmental Quaitty I Dlvlslon of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North carohna 28557
252.808.2808

ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Dfrector
October 17. 2018
NORTH CAROLINA
Environmental Quality
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO: Dan Sams
DEMLR/ Sediment & Erosion
FROM: Heather Styron
MHC DCM Field Representative
SUBJECT: CAMA Permit Application Review
Applicant: Hyde Investors, LLC
OCT 23 2019
t3Y.•_
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
Please indicate below your agency's position or viewpoint on the proposed Express project
and return this form by (14 Days). If you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: � rThis agency has no objection to the project as proposed.
�GCo3b.��1� Se�. C'.�c.��a�"•or Co ��.ca� P2Ct`�� C�cS..,\c t��
This agency has no comment on the proposed project
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
SIGNED r Xa,_��J1 DATE V� _may_ �\cz�
RECEIVED
OCT ��� OCT 3 0 2018
North Carolina Department of Environmental Quallty I Division of Coastal Management DCM-MHD CITY
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
2S2.808.2808

ROYCOOPER
tloremw
N964AEU REGAN
sa rwa y
BRAXTON..C, DAMS.
QIrKYor
October 17, 2018
NORTH CAROLIMA
9"ImamantarlQuaINY RECEIVED
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO: Shane Staples
Division of Marine Fisheries
FROM: Heather Styron
MHC DCM Field Representative
SUBJECT: CAMA Permit Application Review
Applicant: Hyde Investors, LLC
OCT,* 2 2 7010
t}a�PFishorlos
WARD
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
Please indicate below your agency's position or viewpoint on the proposed Express project
and return this form by (14 Days). If you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
V 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 comULents.
SIGNED ATE /4�T /e
r
North rarognatrepar: of oftrmhonmente,04ty('tNrfstondrCoasral M. miagcWnK
.Morehead Clt Office 1.400 ComnWce.Avmhe I MdreheadCty, NorthCarb&6.2BS57
.2WP02808

....._....
ROYCOOPER
0"mtior
NftCHAl L& gEd*
5efmwy
MMTON. C, DAVIS
➢IA%Wr
October 17, 2018
NORTH CAROLIMA
EmicpnflmtNEQua[19y RECEIVED
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO: Shane Staples
Division.of Marine Fisheries
FROM: Heather Styron
MHC DCM Field Representative
SUBJECT: CAMA Permit Application Review
Applicant: Hyde Investors, LLC
OCT"2 2 20
-swFishefta
WARO
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project Windward Condominiums
Please indicate below your agency's position or viewpoint on the proposed Express project
and return this form by (14 Days). If you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: _ /This agency has no objection to the project as proposed.
This agency has no comment on the proposed project
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the
attached commpents.
SIGNED AZU
No�ti�C�cDVnaaepa[traedt 6PFmhunmemaFQuallry (4Dh4slan.oPCoasral pfauegemenY
WYebnd 0*6iite I400:ComnwY AVenhe 1 Wrshead144y, North Cardba 2&W
.254.808.?80et

16
Brownlow, Roy
From:
Staples, Shane
Sent:
Tuesday, October 23, 2018 3:03 PM
To:
Brownlow, Roy; Styron, Heather M.
Subject:
Hyde Investors Express permit
Attachments:.
Hyde Investors, LLC Express Permit.pdf
Comment letter attached, no comment
Shane Staples
Fisheries Resource Specialist
Division of Marine Fisheries
North Carolina Division of Environmental Quality
252-948-3950 office
[e-mail]
943 Washington Square Mall
Washington, NC 27817

Brownlow, Roy
From: Mairs, Robb L
Sent: Wednesday, October 31, 2018 11:56 AM
To: Brownlow, Roy
Subject: Re: Windfare Condos Express Permit Application
Hey Roy, I spoke to Heather Styron about this project last week. Based on the proposal there will be no impacts to open
water or wetland areas, so no written approval is required by the DWR. We assigned this project under DWR #2018
1475.
Thanks,
Robb
Sent from myiPhone
On Oct 31, 2018, at 10:12 AM, Brownlow, Roy <roy.brown low(a)ncdenr.aov> wrote:
Hope this finds you all doing well.
This email is in regards to the Express CAMA Major Permit application for Windfare Condominiums in
Atlantic Beach, Carteret County, Hyde Investors, LLC. Just a reminder that the 30-day deadline is fast
approaching next week. If you are receiving this email, then we are still needing comments or no objections
to the proposed project from your agency and we were hoping to have them all in by today. If the
comments have been submitted, please let us know as we do not have the documents in our files and
might need another copy sent.
Thanks and best regards,
Roy Brownlow
District Manager
& Compliance Coordinator
Division of Coastal Manaaement
Department of Environmental Quality
252 808 2808 office
Extension 217
Roy. Brown low @ ncdenr.gov
400 Commerce Ave
Morehead City, NC 28557
<image001.png>
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

ROY COOPER
Gw or
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
October 17. 2018
NORTH CAROLINA
Env/ronnenfal Quality
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO: Heidi Cox QQppc�,
�!v�/. of Water l�ast�rrzetnr�
wrlLic a A4e-ir 7 Sec h ate.
FROM: Heather Styron
MHC DCM Field Representative
SUBJECT: CAMA Permit Application Review
Applicant: Hyde Investors, LLC
Dcr
oivisi�plI'Var f
POblir �7PrDS
To4i,c
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
Please indicate below your agency's position or viewpoint on the proposed Express project
and return this form by (14 Days). If you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
,5e c a:Ouc tk eared'
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the
ttached comments.
SIGNED DATE 0ol3.�
RECEIVED
OCT 3 0 2018
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
252.808.2808 DCM-MHD CITY

ROY COOPER
coven
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
tnfertm DfrMt r
NORTH "AQ0.-INA
E'nvironmentaf Quality
October 22, 2018
To: Heather Styron, NC Division of Coastal Management n
From: Heidi Lane Cox, NC Public Water Supply, Wilmington Regional Office(/
Subject: CAMA Permit
Applicant: Hyde Investors, LLC
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
Please forward the following comments to the applicant: W 4-5 NOW 4-6 �A li 00
Per Title 15A Subchapter 18C Section .0301 Rules Governing Public Water Systems, Plans and Specifications
should be submitted and approved by the Public Water Supply Section for all new waterlines prior to
construction beginning. Check with the Town of Atlantic Beach Water System for cross -connection
requirements for this project. Public Water Supply Section guidelines are listed in Appendix B, Figure 2 in the
Rules Governing Public Water Systems but the water system may have additional requirements. Feel free to call
us at [phone], if you have additional questions.
RECEIVED
OCT 3 0 2018
DCM-MHD CITY

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C, DAVIS
Director
October 17, 2018
.w StAlEo
��.RECEIVED
NORTH CAROLINA
Environmental QwIlty
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO: Tim Walton
State Property Office
FROM: Heather Styron
MHC DCM Field Representative
SUBJECT: CAMA Permit Application Review
Applicant: Hyde Investors, LLC
OCT 23 2018
D WA
STATE PROPERTY
OFFICE
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
Please indicate below your agency's position or viewpoint on the proposed Express project
and return this form by (14 Days). If you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY:y
SIGNED
gency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the
North Carolina Department of Environmental Quality I Division of coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead ary, North Carolina 28557
252,808.2808
RECEIVED
OCT 2 9 2018
1)CM-MHD CITy

ROY COOPER
MICHAEL S. REGAN
Secretory
BRAXTON C. DAVIS
Director
NORTH CAROLINA
Envk nmmtd Quatlty
October 17, 2018 Ocr 70fa
17��
MEMORANDUM: (EXPRESS MAJOR PERMIT)+kb�r7 v
TO: Maria Dunn
NC Wildlife Resources Commission
FROM: Heather Styron
MHC DCM Field Representative
SUBJECT: CAMA Permit Application Review
Applicant: Hyde Investors, LLC
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
Please indicate below your agency's position or viewpoint on the proposed Express project
and return this form by (14 Days). If you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: _ This agency has no objection to the project as proposed.
✓/ This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
SIGNED DATE ID 2Z-2a8
North Carolh,a Department of Enwonmental Qua* I Division of Coastal Management
Morehead Ctty Office 1 400 Commerce Avenue I Morehead Ctty, North Carolina 28557
252IOU& 8

Styron, Heather M.
From: Hair, Sarah E CIV CESAW CESAD (US) <[e-mail]>
Sent: Monday, October 29, 2018 5A9 PM
To: Spears, Courtney
Cc: Connell, Brad; Surgan, Brooks R; Styron, Heather M.
Subject: [External] project update
CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an
attachment to Report Spam.<mailto:[e-mail]>
up
Just wanted to give you an update on the following projects:
Corps AID: SAW-2000-01053
Name: Frink/Captain Johns
County: Brunswick
Process: GP 291. The notice should go out later this week
Corps AID: SAW-2008-02569
Name: Richard Collette/Core Creek
County: Carteret
Process: No objection. Upland development proposed. We will issue a mod letter pending coordination with our Real
Estate Branch since most of this site is w/in Corps ROW.
Corps AID: SAW-2013-00520
Name: Casey/314 Waynick Blvd
County: New Hanover
Process: No objection. Mod letter.
Corps AID: SAW-2018-02052
Name: Hyde Investors, LLC/403 Old Causeway Road
County: Carteret
Process: No objection. Upland development. May issue a no permit required letter.
Corps AID: SAW-2015-02235
Name: Port of Wilmington Turning Basin Expansion
County: New Hanover
Process: Standard/Individual Permit. Received the application this afternoon from Dial Cordy. Will issue full public notice
once reviewed for completeness.
Have a good week.
Liz Hair
Regulatory Project Manager

Wilmington District
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC28403
[e-mail]
910-251-4049

ROY COOPER NORTH CAROLINA
Gove a Environmental Quality
MICHAEL S. REGAN
secretary
W ILLIAM E. (TOBY) VINSON, jR
Interim Dhcclor
October 23, 2018
Hyde Investors, LLC, purchaser
Attn: Max O. Barbour, Sr, Managing Member
8504 Towneley Place
Raleigh, NC 27615
The Pirate Group, LLC, property owner The Reserve at Channel Bay, LLC, property owner
Attn: Gerald R. Barfield, Member / Manager Attn: Max O. Barbour, Sr, Managing Member
PO Box 188 8508 Towneley Place
Simpso%, NC 27879 Raleigh, NC 27615
Subject: State Stormwater Management Permit No. SW8 181001
Windfare Condominiums
High Density Project
Carteret County
Dear Mr. Barbour and Mr. Barfield:
The Wilmington Regional Office received a complete State Stormwater Management Permit Application for the
subject project on October 22, 2018. Staff review of the plans and specifications has determined that the project,
as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000 effective
January 1, 2017. We are forwarding Permit No. SW8 181001 dated October 23, 2018, for the construction,
operation and maintenance of the stormwater control measures (SCMs), built -upon areas, as well as the
stormwater collection system and/or vegetated conveyance system associated with the subject project.
This permit shall be effective from the date of issuance until October 23, 2026 and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit that may be
required. The designated permit holder, Hyde.investors, LLC, shall be responsible for meeting the conditions
and limitations specified therein. As required for compliance, a copy of the final deed listing Hyde Investors,
LLC as the property owner must be submitted within 30 days of the property being purchased. Please pay
special attention to the permit conditions regarding the operation and maintenance of the SCMs, stormwater
collection system, and/or vegetated conveyances; the limitation of built -upon area; modification of the project; the
procedures for changing ownership of and/or transferring the permit; and the need to renew the permit. Please
also pay attention to the permit conditions that requires the recordation of deed restrictions and protective
covenants, easements, and the maintenance agreement, which must all be provided along with certification upon
completion of the project. Failure to comply with these requirements will result in future compliance problems.
Please be aware that it is the responsibility of the permit holder, Hyde Investors, LLC, to notify the Division
of any changes in ownership and request an ownership/name change for the stormwater permit. However,
please be reminded that if the purchase agreement or contract between Hyde Investors, LLC and The Pirate
Group, LLC and The Reserve at Channel Bay, LLC is dissolved, cancelled or defaults, and the Division is
not notified by Hyde Investors, LLC to transfer the permit, then the responsibility for permit compliance
reverts to the property owners, The Pirate Group, LLC and The Reserve at Channel Bay, LLC. As the
property owners, The Pirate Group, LLC and The Reserve at Channel Bay, LLC must notify the Division
immediately of the permit ownership change and submit a completed Name/Ownership form to the Division
within 30 days. Otherwise The Pirate Group, LLC and The Reserve at Channel Bay, LLC will be operating a
stormwater treatment facility without a valid permit which is a violation of NC General Statue 143-215.1 and
may result in appropriate enforcement action in accordance with North Carolina General Statute § 143-
215.6A through § 143-215.6C being taken against the property owners, The Pirate Group, LLC and The
Reserve at Channel Bay, LLC. D
iiam��\
North Carolina Department of Environmental Qaallty I DlAslon of Energy, Mineral and Land Resources
Wllmington Regional Office 1127 Cardinal Drive Extension I Wilmhtgtat. North Carolina 28405
g10.7g6.7215

State Stormwater Permit No. SW8 181001
Page 2 of 2
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The written
petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the OAH
within thirty (30) days of receipt of this permit You should contact the OAH with all questions regarding the
filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh,
NC 27699-6714, or via telephone at 919.431-3000, or visit their website at www.NCOAH.com. Unless such
demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Christine Hall in
the Wilmington Regional Office, at [phone].
Since y,
A�, William E. (Toby) Vinson; Jr., PE, CPPESC, CPM, Interim Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Certification Forms
GDS/canh: \\1Stormwater\Permits & Projects\2018\181001 HD\2018 10 permit 181001
cc: Ginger Y. Turner, PE: The Cullipher Group, PA
Town of Atlantic Beach Building Inspections
Division of Coastal Management
Wilmington Regional Office Stormwater File

State Stormwater Management
Permit No. SW8 181001
STATE OF NORTH CAROLINA - -
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Hyde Investors, LLC
Windfare Condominiums
402 Causeway Road, Atlantic Beach, Carferet County
grcrri
construction, operation and maintenance of fifteen (15) infiltrating permeable pavement areas
("stormwater control measures" or "SCMs") and one (1) area of redevelopment discharging to Class
SA-HQW in compliance with the provisions of Title 15A NCAC 2H .1000 effective January 1, 2017
(the "stormwater rules") and the approved stormwater management plans, application, supplement(s),
specifications, and other supporting data (the "approved 'plans and specifications") as attached and/or
on file with and approved by the Division of Energy, Mineral and Land Resources (the "Division" or
"DEMLR") and considered an enforceable part of this permit.
This permit shall be effective from the date of issuance until October 23, 2026 and shall be subject to
the following specified conditions and limitations:
1. DESIGN STANDARDS
1. This permit is effective only with respect to the management and volume of stormwater
described in the approved plans and specifications. The maximum amount of built -upon area
(BUA) allowed for the entire project is 33,301 square feet. To remain under the existing amount
of BUA, this project proposes 10,177 square feet of infiltrating permeable pavement designed to
meet the requirements of 15A NCAC 02H.1055.
2. The redevelopment portion. of this project is exempt from State Stormwater permitting
requirements under the following conditions: 1) The project must be constructed as shown on
the plans submitted to this Office; 2) the proposed redeveloped BUA of 33,3Q1 square feet does
not exceed the existing BUA of 33,301 square feet; and 3) The proposed stormwater control
(vegetated sheet flow, vegetated swales, and infiltrating permeable) pavement provides equal
protection of surface waters as the existing stormwater control (limited vegetated sheet flow).
3. The drainage areas for the on -site stormwater systems will be limited to the amounts of built -
upon area indicated in this permit and the approved plans and specifications. The runoff from all
built -upon area within the permitted drainage areas of this project must be directed into the
permitted stormwater control measures. The stormwater control measures labeled Lots 1A, 1 B,
2A, 28, 3A, 313, 4, 5A, 513, 6A, 613, 7A, 713, 8A and 86 are treated by Drainage Areas 1-7 (some
SCMs have the same Drainage Area size and BUA). These Drainage Areas have been
designed using the runoff treatment method to handle the runoff from 552, 1,104, 552, 552, 552,
552, and 552 square feet of built -upon area, respectively. The built -upon area for the future
development within the redevelopment portion of this project is limited to 306 square feet.
Page 1 of 5

State Stormwaler Management
Permit No. SWS 181001
4. Where a project or lot is located within CAMA's Area of Environmental Concern (AEC), the
Division of Coastal Management (DCM) may calculate a different maximum built -upon area
based on CAMA regulations. The more restrictive BUA limit of DCM or DEMLR will apply to the
project..
5. A 30-foot wide vegetative setback must be provided and maintained adjacent to all surface
waters, measured horizontally from the normal pool elevation of impounded structures, from the
top of bank of each side of streams or rivers, and from the mean high waterline of tidal waters,
perpendicular to the shoreline in accordance with the stormwater rules and the approved plans
and specifications.
6. The stormwater control measures are permitted based on the design criteria presented in the
sealed, signed and dated supplements and as shown in the approved plans and specifications.
These stormwater control measures must be provided and maintained at the design condition.
The approved supplements are incorporated by reference into this permit.
7. The stormwater control measures provides runoff treatment without discharging in excess of the
pre -development conditions during the one-ye0r, 24-hour storm event. The excess runoff is
released at a non -erosive velocity at the edge of the vegetated setback or to an existing
stormwater drainage system.
B. The peak flow from the 10-year storm event shall not cause erosion downslope of the
stormwater outlet discharge point.
9. Runoff from adjacent pervious areas shall be prevented from reaching the permeable pavement.
10. It is recommended that during the installation of the permeable pavement, care is taken to avoid
compaction of the underlying subgrade soils. To confirm compaction has not occurred, it is
recommended that a direct measurement of the soil's infiltration rate be conducted after
excavation and before the aggregate is placed. If the infiltration rate has diminished, it is
recommended to scarify, rip, or trench the subgrade to.restore the infiltration rate.
11. It is recommended that duping the installation of the underground SCM, photos be taken
documenting the construction and demonstrating that the constructed SCM meets the approved
design. It is further recommended that these photos be submitted with the required Designer's
Certification.
12. After installation, the permeable pavement shall be protected from sediment deposition until the
site is completed and stabilized.
13. Concentrations of oils, grease, heavy metals, and toxic chemicals shall not be stored or handled
where they may enter the permeable pavement.
14. At no time shall the approved permeable pavement be paved over or repaired with any type' of
conventional paving material.
It. SCHEDULE OF COMPLIANCE
A copy of the final deed listing Hyde Investors, LLC as the property owner must be submitted
within 30 days of the property being purchased.
Page 2 of 5

Stale Stormwater Management
Permit No, SW8 181001
Please be aware that it is the responsibility of the permit holder, Hyde Investors, LLC, to notify
the Division of any changes in ownership and request an ownership/name change for the
stormwater permit. However, please be reminded that if the purchase agreement or contract
between Hyde Investors, LLC and The.Pirate Group, LLC and The Reserve at Channel Bay,
LLC is dissolved, cancelled or defaults, and the Division is not notified by Hyde Investors, LLC to
transfer the permit, then the responsibility for permit compliance reverts to the property owners,
The Pirate Group, LLC and The Reserve at Channel Bay, LLC. As the property owners, The
Pirate Group, LLC and The Reserve at Channel Bay, LLC must notify the Division immediately
of the permit ownership change and submit a completed Name/Ownership form to the Division
within 30 days. Otherwise The Pirate Group, LLC and The Reserve at Channel Bay, LLC will be
operating a stormwater treatment facility without a valid permit which is a violation of NC
General Statue 143-215.1 and may result in appropriate enforcement action in accordance with
North Carolina General Statute §143-215.6A through §143-215.6C being taken against the
property owners, The Pirate Group, LLC and The Reserve at Channel Bay, LLC.
3. The project and SCM(s) shall be constructed, operated and maintained in accordance with the
conditions of this permit and the approved plans and specifications.
4. The on -site stormwater system shall be entirely constructed and operational prior to the
construction of any development within the drainage area, per the approved plans and
specifications.
5. During construction, erosion shall be kept to a minimum and any eroded areas of the on -site
stormwater system will be repaired immediately. If the stormwater system is used as an Erosion
Control device, if must be restored to design condition prior to operation as a stormwater
treatment device, and prior to occupancy of the facility.
6. All stormwater control measures, stormwater collection systems, vegetated conveyance
systems, and/or maintenance accesses must be located in public rights -of -way, dedicated
common areas that extend to the nearest public right-of-way, and/or permanent recorded
easements that.extend to the hearest public right-of-way for the purpose of inspection,
operation, maintenance, and repair.
7. The permittee shall provide and perform the operation and maintenance necessary, as listed in
the signed Operation and Maintenance Agreement, to assure that all components of the
permitted on -site stormwater system functions at the approved design condition. The approved
Operation and Maintenance Agreement is, incorporated by reference into this permit and must
be followed in its entirety and maintenance must occur at the scheduled intervals.
8. The operation and maintenance agreement must be recorded with the Office of the Register of
Deeds.
9. Records of maintenance activities must be kept and made available upon request to authorized
personnel of the Division. The records will indicate the date, activity, name of person performing
the work and what actions were taken.
10. The final plats for the project must be recorded with the Office of the Register of Deeds. The
recorded plat must reference the Operation and Maintenance Agreement and must also show all
public rights -of -way, dedicated common areas, and/or permanent drainage easements, in
accordance with the approved plans.
11. The permittee is responsible for verifying that the proposed built -upon area for the entire project
does not exceed the maximum allowed by this permit.
Page 3 of 5

State Stormwater Management
Permit No. SW8 181001 .
12. Upon completion of the project, the permittee shall determine whether or not the project is in
compliance with the permitted plans and take the necessary following actions:
a. If the permittee determines that the project is in compliance with the permitted plans, then
within 45 days of completion,.the permittee shall submit to the Division one hard copy and
one electronic copy of the following:
i. The completed and signed Designer's Certification provided in Attachment A
noting any deviations from the approved plans and specifications. Deviations
may require approval from the Division;
ii. A copy of the recorded maintenance agreement;
iii. Unless already provided, a copy of the recorded deed *restrictions and protective
covenants; and
iv. A copy of the recorded plat delineating the public rights -of -way, dedicated
common areas and/or permanent recorded easements, when applicable.
b. If the permittee determines that the project is not in compliance with the permitted plans,
the permittee shall submit an application to modify the permit within 30 days of completion
of the project or provide a plan of action, with a'timeline, to bring the site into compliance.
13. No person or entity, including the permittee, shall alter any component shown in the approved
plans and specifications. Prior to the construction of any modification to the approved plans, the
permittee shall submit to the Director, and shall have received approval for modified plans,
specifications, and calculations including, but not limited to, those listed below:
a. Any modification to the approved plans and specifications, regardless of size including the
stormwater control measures, built-upomarea, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project
area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading or resizing of any
component of the approved stormwater control measure, stormwater collection system
and/or vegetative conveyance system shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement for BUA credit that was not included in the
approved plans and specifications.
g. The construction of any #57 stone area, public trails, or landscaping material to be
considered a permeable surface that were not included in the approved plans and
specifications.
h. Other modifications as determined by the Director.
14. The Director may"notify the permittee when the -permitted site (foes' not meet one ormore of the
minimum requirements of the permit. Within the time frame specified in the notice, the permittee
shall submit a written time schedule to the Director for modifying the site to meet minimum
requirements. The permittee shall provide copies of modified plans and certification in writing to
the Director that the changes have been made.
15. Prior to transfer of the permit, a file review and site inspection will be conducted by Division
personnel to ensure the permit conditions have been met and that the project and the on -site
stormwater.system complies with the permit conditions. Any items not in compliance must be
repaired, replaced restored, or resolved prior to the transfer. Records of maintenance activities
performed to date may be requested.
III. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the requirements of the stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
2. The issuance of this permit does not preclude the permittee from complying with and obtaining
any other permits or approvals that are required for this' development to take place, as required
by any statutes, rules, regulations, or ordinances, which may be imposed by any other Local,
State or Federal government agency having jurisdiction. Any activities undertaken at this site
that cause a water quality violation or undertaken prior to receipt of the necessary permits or
approvals to do so are considered violations of NCGS 143-215.1, and subject to enforcement
procedures pursuant to NCGS 143-215.6.
Page 4 of 5

State Stormwater Management
Permit No. SW8 181001
3. If the facilities fail to perform satisfactorily, the permittee shall take immediate corrective actions.
This includes actions required by this Division and the stormwater rules such as the construction
of additional or replacement on -site stormwater systems. These additional or replacement
measures shall receive a permit from the Division prior to construction.
4. This permit is not transferable to any person or entity except after notice to and approval by the
Director. The permittee shall submit a completed and signed State Stormwater Request Form
for Permit Transfer or Permit Information Update, accompanied by the supporting
documentation as listed on the form, to the Division at least 60 days prior to any one or more of
the following events:
a. Any ownership change including:
i. The sale or conveyance of the project area in whole or in part, except in the case of
an individual lot sale that is made subject to the recorded deed restrictions and
protective covenants;
ii. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05 or
NCGS 57D-6-07,
b. Bankruptcy;
c. Foreclosure, subject to the requirements of Session Law 2013-121;.
d. A name change of the current permittee;
e. A name change of the project;
f. A mailing address change of the permittee;
5. The permittee is responsible for compliance with all terms and conditions of this permit until the
Division approves the transfer request. Neither the sale of the project, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit.
6. The permittee grants Division Staff permission to enter the property during normal business
hours to inspect all components of the permitted project.
7. The permit issued shall continue in force and effect until the permittee files a request with the
Division for a permit modification, transfer, renewal, or rescission; however, these actions do not
stay any permit conditions.
8. Approved plans, application documents, supplements, calculations, operation and maintenance
agreement, and specifications for this project are incorporated by reference and are enforceable
parts of the permit. A copy of this permit, application, supplements, operation and maintenance
agreement;'and approved plans and specifications shall be maintainedon file by the permittee.
9. Unless specified elsewhere, permanent seeding requirements for the on -site stormwater system
must follow the guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
10. The issuance of this permit does not prohibit the Director from reopehing and modifying the
permit, revoking and reissuing the permit, or terminating the permit for cause as allowed by the
laws, rules, and regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al.
11. A permit renewal request must be submitted at least 180 days prior to the expiration date of this
permit. The renewal request must include the appropriate application, documentation and the
processing fee as outlined in Title 15A NCAC 02H.1045(3).
Permit issued this the 231 day of October 2018.
NO H CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
.:°.Williah E. (Toby) Vinson, Jr., PE, CPESC, CPM, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 181001
Page 5 of 5

State Stormwater Management
Permit No. SW8 181001
Attachment A
Certification Forms
The following blank Designer Certification forms are included and specific for this project:
a As -Built Permittee•Certification
m As -Built Designer's Certification General MDC
As -Built Designer's Certification for Permeable Pavement Project
A separate certification is required for each SCM. These blank certification forms may be copied and
used, as needed, for each SCM and/or as a partial certification to address a section orphase of the
project.
Page 1 of 1

State Stormwater Management
Permit No. SW8 181001
AS -BUILT PERNHTTEE CERTIFICATION'
I hereby state that I am the current perrnittee for the project named above, and 1 certify by my signature below,
that the project meets the below listed Final Submittal Requirements found in NCAC 02H.1042(4) and the
terms, conditions and provisions listed in the permit documents, plans and specifications on file with or provided
to the Division.
BCheck here if this is a partial certification. Section/phase/SCM
Check here if this is part of a Fast Track As -built Package Submittal.
Printed Name Signature
a Notary Public in the State of
County of do hereby certify that
personally appeared before me this day of , 20 -
and acknowledge the due execution of this as -built certification. (SEAL)
Witness my hand and official seal
My commission expires
Permittee's Certification NCAC .1042(4)
leted/
Com Prov ided
N/A
A: DEED RESTRICTIONS / BUA RECORDS
1. The deed restrictions and protective covenants have been recorded and
contain the necessary language to ensure that the project is maintained I
consistent with the stormwater regulations and with the ermit conditions.
Y or N
2. A copy of the recorded deed restrictions and protective covenants has been
Provided to the Division.
Y or N
3. Records which track the BUA on each lot are being ke pt. (See Note 1)
Y or N
13. MAINTENANCE ACCESS
1. The SCMs are accessible for inspection, maintenance and repair.
Y or N
2. The access is a minimum of 10 feet wide.
Y or N
3. The access extends to the nearest public right-of-way.
Y or N
C. EASEMENTS
1. The SCMs and the components of the runoff collection / conveyance system
are located in recorded drainage easements.
Y or N
2. A copy of the recordedplat(s) is provided.
Y or N
D. SINGLE FAMILY RESIDENTIAL LOTS - Plats for residential lots that
have an SCM include the following:
y or N
1. The specific location of the SCM on the lot.
Y,or N
2. Atypical detail for the SCM.
Y or N
3. A note that the SCM is required to meet stormwater regulations and that the
lot owner is subject to enforcement action as set forth in NCGS 143 Article
21 if the SCM is removed, relocated or altered without prior approval.
Y or N
E. OPERATION AND MAINTENANCE AGREEMENT
Y or N
1. The 0&M Agreement is referenced on the final recorded plat.
Y or N
2. The O&M Agreement is recorded with the Register of Deeds and appears in
the chain of title.
Y or N
F.. OPERATION AND MAINTENANCE PLAN — maintenance records are
bein ke t in a known set location for each SCM and are available for review.
Y or N
G. DESIGNER'S CERTIFICATION FORM — has been provided to the
Division,
Y or N
Notel- Acceptable records include ARC approvals, as -built surveys, and county tax records.
Page 1 of 6

State Stormwater Management
Permit No. SW8 181001
Provide an explanation for every requirement that was not met: and for every "N/A" below. Attach
additional sheets as needed.
Page 2 of 6

State Stormwater Management
Permit No. SW8 181001
AS-BL-ILT DESIGNER'S CERTIFICATION GENTERAL NIDC
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I have observed
the construction of the project named above to the best of my abilities with all due care and diligence, and that
the project meets the below listed General MDC found in N`CAC 02H.1050 in accordance with the permit
documents, plans and specifications on file with or provided to the Division, except as noted on the "AS -
BUILT" drawings, such that the intent of the stormwater rules and statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCM #?
Check here if this is a part of a Past -Track As -Built Package Submittal per .1044(3).
Check here if the designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
Printed
NC Registration
SEAL:
Consultant's Mailing Address:
City/State/ZIP
Phone Number
Consultant's Email address:
0 Circle N if the as -built value differs from the Plan. If N is circled, provide an explanation on Page 2.
ON/E. = not evaluated (provide explanation on page 2) ©N/A = not applicable to this SCM or project.
Consultant's' Certificatioii NCAC 7003((3) & General NMC 1050.
OAs=built ;
POE
PN/A;
A: "TREATMENT-U 1ITM ,TENTS
1. The SCM achieves runoff treatment.
Y or N
2: The SCM achieves runoff volume match.
Y or N
3. Runoff from offsite areas and/or existing BUA is bypassed,
Y or N
4. Runoff from offsite areas and/or existing BUA is directed into
Y or N
the permitted SCM and is accounted for at the full build -out
potential.
5. The project controls runoff through an offsite permitted SCM
Y or N
that meets the requirements of the MDC.
6. The net area of new BUA increase for an existing project has
Y or N
been accounted for at the appropriate design storm level.
7. The SCM(s) meets all the specific minimum design criteria.
Y or N
B::. YEETATED;$ETBAGKS / $UA ... ;, .
1. The width of the vegetated setback has been measured from
Y or N
the normal pool of impounded waters, the MHW line of tidal
waters or the top of bank of each side of rivers or streams.
2. The vegetated setback is maintained in grass or other
Y or N
vegetation.
3.. BUA that meets the requirements of NCGS 143-214.7 (b2)(2)
Y or N
is located in the setback.
4. BUA that does not meet the requirements of NCGS 143-214.7
Y or N
(b2)(2) is located within the setback and is limited to:
a. Publicly funded linear projects (road, greenway sidewalk)
b. Water -dependent structures
c. Minimal footprint uses (utility poles, signs, security
i
lighting and appurtenances)
I
5. Stormwater that is not treated in an SCM is released at the
Y or N
edge of the setback and allowed to flow through the setback. as
{ dispersed flow.
Page 3 of 6

State Stormwater Management
Permit No. SW8 181001
OAs-built
ON/E
ONIA
C. STORMWATER OUTLETS —,,the oules the peak flow
tlet handwnslo
Y N
from the 10 ear storm with no doa erosion.
or
D. VARIATIONS'
I 1. A variation (alternative) from the stormwater rule provisions .
Y or N
I
has been implemented.
j
I
2. The variation provides equal or better stonnwater control and
N
equal or better protection of surface waters.
or
E. COMPLIANCE WITH OTHER REGULATORY
Y I\T
'PROGRAMS has been met.' .
or
F. SIZING -the volume of the SCM takes the runoff from all
surfaces into account and is sufficient to handle.the.required storm
Y or N
depth.
G. CONTAA4INATED SOILS — infiltrating SCM's are not located
Y or N
in or on areas With contaminated soils.
H. SIDE SLOPES
I . Vegetated side slopes are no steeper than 3H:1 V.
I Y or N
2. Side slopes include retaining walls, gabion walls, or other
i Y or N
surfaces that are steeper than 3H:IV.
3. Vegetated side slopes are steeper than 3H:1 V (provide
Y or N
support indocuments for soils and ve etation).
.
1. ..EROSION PROTECTION.. .
1. The inlets do not cause erosion in the SCM.
Y or N
i
2. The outlet does not cause erosion downslope of the discharge
Y or N
point during the peak flow from the 10 year storm.
J. EXCESS FLOWS —An overflow'/ b' ass liar been provided.'
.' ' Y of N ...:
. ,
. K:?DEWATERING ' A.mpthodio zlrawdown'slandmg water has
Y ot°' N
been: rovided to facilitate maintenance and `section;.:..
L.`CLEANOUTAFTER.CONS.TRUCTION=the SCM-hasbeen.
oleaned,out and .convaited to.its approved de`sistate:.: ; :-
IMMAINTENANCEACCESS' . `
1. The SCM is accessible for maintenance and repair.
Y or N
2. The access does not include lateral or incline slopes >3:1.
Y or N
N. `DESIGNERQUALIFICATIONS (FAST-TRACKPERMIT)
The designer rs licens'ed under Chapters 89A;' 69C; &9E,or 89F of
the General Statutes .
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or "WE",
below. Attach additional pages as needed:
Page 4 of 6

State Soormwater Management
Permit No. SW8 181001
AS -BUILT DESIGNER'S CERTIFICATION FOR PERMEABLE PAVEMENT PROJECT
.I hereby state that I am a licensed professional and I certify by my signature and seal below, that I have observed
the construction of the project named above to the best of my abilities with all due care and diligence, and that
the project meets all of the MDC found in NCAC 02H.1055 in accordance with the permit documents, plans and
specifications on file with or provided to the Division, except as noted on the "AS-BL'•ILT" drawings, such that
the intent of the stormwater rules and the general statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCM 97
Check here if this.is a part of a Fast -Track As -Built Package Submittal per .1044(4).
Check here if the Designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
Printed Name
NC Registration Number
SEAL:
Consultant's Mailing Address:
City/StatealP
Phone Number
Consultant's Email address:
iD Circle N if the as -built value differs from the Plan. If N is circled, provide.an explanation on Page 2.
OO N/E = not evaluated (provide explanation on page 2) OO N/A = not applicable to this project or SCM
This Certification must be completed in conjunction with the General MDC certification under NCAC 02H.1050
Consultaiit'sCertifeatron;(IVIDG I055)
bAs-built,
1. Washed aggregate base material has been used.
Y or N
2. The provided amount of permeable pavement surface area is
Y or N
consistent with the approved plans.
3.. The amount of non -roof adjacent built -upon area is consistent with
the approved plans and is directed onto the permeable pavement
Y or N
surface and does not exceed the required 1:1 ratio Aa/A .
4. The runoff from adjacent pervious areas is prevented from
reaching the permeable pavement except for incidental,
Y or N
unavoidable runoff from stable ve etated areas.
5. The permeable pavement infiltrates the design volume to the
Y N
bottom of the subgrade within 72 hours.
or
6. If the permeable pavement was installed as a detention system, the
drawdown assembly releases the stormwater stored in the
Y or N
aggregate in 2-5 da s.
B. SOILS'/:SIMT/ SUBGRADE;' ..
1. The hydraulic properties and characteristics of the in -situ soils
Y N
conform to the soils report.
or
1 2. For infiltrating permeable pavement, the lowest point of the
Y or N
system is a minimum of 2 feet above the SHWT.
3. For infiltrating permeable pavement, if the lowest point of the
system is less than 2 feet above the SHWT, the soils have been
Y or N
modified to assure drawdown within 72 ]tours.
I
4. The.soils have been removed and replaced with infiltration
Y or N
1
1 media in accordance with the approved plan.
5. Infiltration media has been placed on top of in -situ soils.
I Y or N
Page 5 of 6

Slate Stormwater Management
Permit No. SW.8 181001
OAs-built
ON/E ON/A I
C. CONSTRUCTION
1.
At least one capped observation well has been provided at the low
j y or
point of each permeable pavement area?
2.
The subgrade is terraced in accordance with the approved plans
j
and has at least one capped observation well within each terrace
Y or r] I I I
section.
3.
For PICP and concrete grid pavers, an edge restraint has been
Y or :\ j
used around the perimeter of the permeable pavement.
I
4.
The subgrade for infiltrating permeable pavement was graded
Y or N
when it was dry and there was no precipitation.
D. CERTIFICATION
I
1.
The infiltration rate of the pavement surface is at least 50 inches
Y or NI
per hour using a head less than or equal to four inches.
2.
After installation, the permeable pavement was protected from
y °r N
I
sediment deposition.
i
3.
The site is complete and stabilized.
I Y or N
Provide an explanation for every MDC that was not met, or for every item marked "N/E" or "N/A",
below. Attach additional pages as needed:
Page 6 of 6

DEMLR USE ONLY
Date eceved
Fee Paid
Permit Number
jT
$ ovr7.vo
S(a� 18 D b
Applicable Rules: ❑ Coastal SW -1995 .0 Coastal SW - 2008 ❑ Ph 11- Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQM tPlan:
State of North Carolina e. "'''' -- i "• '
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM..._.... ..
- This fonn may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment nagte - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Windfare Condominiums
2. Location of Project (street address):
402 Causeway Road
City: Atlantic Beach County: Carteret Zip: 28512
3. Directions to project (from nearest major intersection):
From the intersection of US 70E and Atlantic Beach Brie, take the bridge 1.7 miles to Old Causeway Road
on the right. Follow Old Causeway Road 0.7 miles property on the right at the end of this road.
4. Latitude:34° 42' 41.66" N Longitude:76* 44' 30.72" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modification
tRenewals with modifications also requires SWU-102 -Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density NHigh Density []Drains to an Offsite Stormwater System ®Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
NCAMA Major ®Sedimentation/Erosion Control: 2.3 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? MNo []Yes
If yes, see S.L. 2012-200, Part VI: littm:(portal.ncdenr.ore/web/irhvles-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: Hyde Investors i LC
Signing Official & Title: Max O Barbour Sr Managing. Member
b.Contact information for person listed in item la above:
Street Address: 8504 Townley Place
City: Raleigh State: NC Zip:27615-2026
Mailing Address (if applicable):
City: State:
Phone: ( 919 ) 847-4239 Fax:
Email: maxobarbour©aol.com
c. Please check the appropriate box. The applicant listed above is;
❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee' (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
® Purchaser* (Attach a copy of the pending sales agreement and complete Contact brformation, item 2a and
. 2b below) Also see Attachment A
® Developer* (Complete Contact Information, item 2a and 2b below.)
2. a, Print Property Owner's name and tide below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization: The Pirate Group LLC
Signing Official & Title: Gerald R. Barfield Member/Manager
b. Contact information for person listed in item 2a above:
Street Address: 200-A Asbury Avenue
City: AtlanticBeach State: NC Zip: 28512
"Marling Address (if applicable): P.O. Box 188
City: Simpson State: NC Zip:27879
Phone: ( 252 ) 560-1515 Fax;
See additional Property Owner information attached to the end of this application
3. a. (Optional) Print the name and title of another contact such as the projecPa construction supervisor or other
person who can answer questions about the project:
Other ContactPerson/Organization:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: f ) Fax: ( 1
4. Local jurisdiction for building permits:
Point of Contact: Phone #:
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

IW. PROJECT INFORMATION
1. In the space provided below, briefl summarize how the stormwaterrunoff will be treated.
The project is being considered for redevelopment with existing built upon area totaling 33,301.78 sf and
provided equal or better stormwater control with sheetflow over vegetated areas and infiltration of partial
roof area within the infiltrating permeable pavement
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 2.278 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) = Total Project
Area': 2.278 acres
Total project area shall be calculated to exclude the following: the normal yool of tmyounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NM line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 33.56 %
9. How many drainage areas does the project have? 16 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area _
Drainage Area _
Drainage Area _
Draina a Area _
Receiving Stream Name
See Attached
Stream Class *
Stream Index Number
Total Drainage Area (sf)
On -site Drainage Area (sf)
Off -site Drainage Area (sf)
5 '
r^, • r
Proposed Impervious Area** s
,.
% Impervious Area*' total
12
;;l-•
Impervious" Surface Area
Drainage Area _
Drainage Area _
Drainage Area
Drainage Area
On -site Buildings/Lots (so
On -site Streets (so
On -site Parkin (so
On -site Sidewalks (sf)
Other on -site (sf)
Future (sf)
Off -site (sf)
Existing BUA*** (sf)
Total (sf):
" Stream Class and Index Number can be determined at: httv:/Rrortal.acdenr.orghoebhvds/csu/classifecatioas
" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
'*'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

10. Drainage Areas w • -
Basin Information
Drainage Area
Pre-88
Drainage Area
Total ProfeR
Drainage Area
Not Included on
Supplements
,`SuppFements,';..�$ttpp)ament'.
Drainage Area l.,;.
`, (IA ..%
Drainage Area'Y"
'd3B)
ul�Supplement'
9faW&Areal
_ (2A1
-;.Supplement
Drainage Area'1;
P:. (28)
''BogueSound'.'
Supplement ':-
;Drainage Area 3:.
" :(3AA
Supplement
Drainage Areal
(3B)--
Receiving Stream Name
Bogue Sound
Bo ue Sound
Bogue Sound
Bogue-Sound:
-BogueSounA
-. Bogue Sound
Bogue Sound
S: Bogue Sound.
Stream Class
SA;HQW
SA:HQW
SA;HQW
'SA;HQW ,:
''-.'SA,,HQW.
'.'SA;HQW ', '.'
`SAIHQW i
SA;HQW.
SA;HQW
Stream Index Number
20-36-(8.5)
20-36{BS)
20.36-(8.5)
.; . 20-3 H 83
.'- 20d6-(85) -
20-3648.5)
'20r36-(8.5)
' 20-36{8.5)
2436-(85) '
Total Drainage Area(sf)
99,234.36
99,234.36
80,621.36
1;133.00'"{
'-1,133.DU
1,133.00
11133.00
1,133.00
1,133.60
Orsite Drainage Area (sf)
99.234.36
99,234.36
80.621.36
1,233.00-..'
.'1,133.00'
-.'1,133.00
1;133.00
1,133.00
1,133.00
Off -site Drainage Area (sf)
0
0
0
0,
0.
0
0
0
0
Proposetlimpernous Area
'33,301
24,965
534'
-534 ".
- 534-.
-534
534
534
Existing BUA (sf)1
33.301
-
%ImperviousArea(total)
1 33.56%
1 33.56%
30.84%
`4Z13%'.
47.13%..
47.13%
41.13%
67.13%
47.13%
Impervious Surface Area
Drainage Area
Pre-88
Drainage Area
Total Protect
Drainage Area
Not included in
- supplements
Supplement
--Drainage Areal
•- MAY. .
Supplement
Drainage Areal .
''(IB) ':.'.
Supplement-
Drainage Areal
'. -(2A)
Supplement
Drainage Areal
(2B)
Supplement
Drainage Areal
(3A)'
Supplement
DrainageArea 1
(3B)
On -site Buildings (sf)
20,244
11,808-.-'.
534 �':-.:.c'"c'.
534..'.
534..
534'. ,;
.534
534
On -Site BUA Overlapping Pervious Pavement is
396
396
' '18- '. .:
....." - 2B .
:. 18
... 18
.18 - `
18 -.
On.ite Streets (sf)
10,03V
10,032
On -Site Concrete Driveway (sf)
2,323
2,323
Future (sf)
305
305,
Pervious Pavement (A
10,177
0 �
��. 999:.*
599.
599'. �
599.
599
'599
ON -site (Sri
Existing BUA 5
33,301
Total(sf):
33.301
133,301
1 24,865
" '11133 .
1,133
1,133
1.133
1,133
1.133
Basin Information
Supplement
Drainage Areal
(4
Supplement
Drainage Area
SA)
Supplement
Drainage Area
(5B)
Supplement
Drainage Area
(6A)
Supplement
Drainage Area
(6B)
Supplement
Drainage Area
(7A)
Supplement
Drainage Areas
(7B)
Supplement
Drainage Area 6.
(&A)
_Slipftemebt`
'i zltri Hli -^%C:i
Receiving Stream Name
Bogue Sound
Bogue Sound
Bogue Sound
Bogue Sound
Bogue Sound
Bogue Sound
Bogue Sound
Bogue Sound
-dgueSctmdn
Stream Class
SA;HQW
SA;HQW
SA;HQW
SA;HQW
SA;HQW
SA;HQW
SA;HQW
SA;HQW
!SA,-H,
Stream Index Number
20.35-(8.5)
20.36-(85)
20-36-(8.5)
20-36-(85)
20-36-(85)
20-3E(B,5)
20-36(85)
20-36-(8-5)'
Total Drainage Area (sf)
2,392.00
1,118.00
1,118.00
1;118.00
1,118.00
1,062.00
1,200.00
1.174.00
-".. -;, 131509'r
Onsite Drainage Area (sf)
2,392.00
11118.00'
2,218.00
1,118.00,
1,118.00
1,062.00
1,200.00
1,274.00
Off -site Drainage Area(st)
0
0
0'
0
0
00
0-A':;a'==`•'
Pro posed l mpervious Area (SO
960
534
534
534
534
534
534
534
'•:';v 534r'?'.
Fainting BUA
% Impervious Area (total)
40.13%
47.76%
47J6%
4].76%
4]]6%
50.28%
445
45.49%
,".'S:35:25%x`a(:�
Impervious Suff4ce Area
Supplement
Drainage Areal
(4)
Supplement
Drainage Area3
SA)
Supplement
Drainage Area3
I58 •
Supplement
Drainage Area
(6A)
Supplement
Drainage Area
(681
Supplement
Drainage Area
(7A)
Supplement
Drainage Areas
17B)
Supplement
Drainage Area
(SAJ
''�S(Ipyletlienf=
'ika`soageJlfe3,7�'
'i^ J(g8
On -site Buildings(sff
960
534
534„
534
534
534
534
534
On -Site BUA Overlapping Pervious Pavement Is
2"
18
18
18
18
18
18
18
'A"]S•:-?: :;
On -site Streets (sf)
Z.
On -Site Concrete Driveway (sf)
Future (sD
Pervious Pavement s0
2,432
584
$84
584
594
528
666
64D
i'.
Off -site (sq
-
ExistingBUA s -
-
-
ToMi(sf1:j
2,392
1 1,118
1 1,118'
1,118
1,118
1,062
1 1,200
1,274
'OA t•`d Sf4(r3 C!..•j
i';:.t�}%`J s."'�4'1 'f,
�• WJ: i�
.`
a��ti.
1"'-i',•',/�,
f��r
_'y_4,
l�+fij�J:`\J
p. 5}
l".i sj`•
�.• :;``9i+' i5•l`l,•.�i'i't. ff t. n':-.
E

11. How was the off -site impervious area listed above determined? Provide documentation.
projects in Union County: CcntactDEMLR Central affee staff to check if theproject is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements asper 15A NCAC 02B
.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from lut://uortal.ncdermorg/treb/vao/ws/su/btu=manuaI.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
htw:;j/Doral.tudenr.orsiweb/wq/sys/su/statesw/fornvs_docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http_//portal.itcdenr.orLrweb wgjiA s su maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package fromhtty://portal.ncdem.org/web/wq/cvs/su/siatesw/fonsis
docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Four.
t`
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII belmu)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
hiw://www.envhelp.org/pages/onestol2exi)ress.html
for information on the Express program
and the associated fees. Contact the appropriate regional
office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
'
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
4-
_-- --- -- - ------the..project.. This is required in addition to the brief summary provided in the Project
Information, item 1.
II I`
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
.:
receiving stream drains to class SA waters within t/e mile of the site boundary, include the th
mile radius on the map.
u
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.-
b. Engineer and firm.
au...
C. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow, t i
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal.pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned
property/project boundary with bearings & distances.
j. Site Layout with
all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

o. Drainage areas delineated (included in the main set of plans; not as a separate document).
p. Vegetated buffers (where required).
—'
]y1 Y—
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations wtin with the exisg
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report
should also
include the soil type, expected infiltration rate, and the method of determining
the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to vMfij the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 1502/1601 Page No: 429/445-
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
S f S t th' ffi 'al d hi h th t'ti d 'ti h ld
ecretary o toe or o er o a ocumentahon, w e supports e t es an post ons e
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http: / /www.secretary.state.nc.us/Corporations/CSearch.aspx
VH. DEED
AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from hito: orW.ncdetu.ore/webfir/state-stormwater-
forms dock. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIIL CONSULTANT INFORMATION AND AUTHORIZATION
Applicant Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer'and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Ginger Y. Turner, PE
Consulting Firm: TheCullipher Group, PA
Mailing Address: 151-A Hwy 24
City: Morehead City State: NC Zip: 28557
Phone: ( 252 ) 773-0090 Fax: ( 252 ) 773-0243
Emaff:[e-mail]
IX, PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hjpe name of person listed in Contact Information, item 2a) Gerald R. Barfield , certify that I
own the property identified in this permit application, and thus give permission to (print or hype name of person
listed in Contact Information, item 1n) Max O. Barbour, Sr. with (print or hype name of organization listed in
Contact Information, item la) Hvde Investors, LLC to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
parry responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
r
Date:
L, WOf1l) 7-3. Sf&\'V JPr a Notary Public for the State of P,Llee r1 i`(ku'P`UQ, . Countyof
i
V11 AA-`i . do hereby certify that �! -o Ll� % �a Ac�C ll, personally appeared
ail
before me this day of7Ctt1�49 1�? •?117 ,and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, X'(t
TV
cf��St
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires K)q' `-P, t Z09-0
I, (print or type name of person listed in Contact Information, item 1a) Max O Barbour, Sr. Member
certify that the information included on dris permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the.requirements of the
applicable stormwater rules under15A NCAC-2H:1000 and any other applicable state stormwater requirements; -
Date:
I, 4711i a{ct lodt"er t'1•"' a Notary Public for the State of County of
LC)Cz l� do hereby certify that fi hlS tb,-'h^(J r- personally appeared
before me this �= day of S-ter ! • .l C" and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
fir+
SEAL
My commission expires _ k7Pt 1 �� �� �• r
Form SWU-101 Version Oct. 31, 2013
Page 6 of 6

r
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization: The Reserve at Channel Bay. LLC
Signing Official & Title: Max O Barbour Manager
b. Contact information for person listbd in item 2a above:
Street Address: 8508 Townley Place
City: Raleigh State: NC Zip: 27615
Mailing Address (if
Phone: ( 919 ) 847-4239 Fax:
Email: maxobarbour®aol.com
M. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been felled out, complete
this section)
I, (print or type name of person listed in Contact Information, item 2a) Max O. Barbour. Manager certify that
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) Max O. Barbour with (print or type name of organization listed in
Contact Information, item la) L4* Investments, LLC to develop the project as currently proposed. A copy
of the lease agreement or pending property sales contract has been provided with the submittal, which indicates
the party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
"w"ithouta valid permit is aviolation of NC General Statue143=215.1•andmay-result'in appropriate enforcement —
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of Ill— , County of
before me this \` day
of the application
for a stormwater permit. Witness my hand and official seal,
*OTARy o�
x_
PUBLIC
�J/atre�1\\\
SEAL
My commission expires 1I1121201q
e t.
ATE ACHM�NZ A

%L'L.Er?..EF% ? L COVEPAGEuqa I�n6:a•n:: r.
Please indicate the types, quantities and locations of SCMs that will be used on this project:
Quantity
Location(s)
Infiltration System
Bioretention Cell
Wet Pond
Stomnwater Wetland
Permeable Pavement
7
See Attached Map
Sand Filter
Rainwater Harvesting
Green Roof
Level Spreader -Filter Strip
Disconnected Impervious Surface
Treatment Swale
Dry Pond
Designer information for this project:
Name and Title:
Ginger Y. Turner, PE
Organization:
The Cullipher Group, PA
Street address:
151-A Highway 24 -
City, State, Zip:
Morehead City, NO 28557
Phone number(s):
252-773-0090 -
Email: .
[e-mail]
Designer
SEAL
36970
QN^^°q'GINEF FR Y. T
Applicant:
Project Name:
Windfare Condominiums
Address
402 Causeway Road
City / Town
Atlantic Beach, Carteret County
Company:
H e'InvestorsLLC
Contact:
Max O. Barbour, Sr.
Mailing Address:
B504 Tomlely Place
City, State, Zip:
Raleigh, NC 27615-2026
Phone number(s):
919-847-4239
Email:
[e-mail]
Certification Statement:
I certify, under penalty of law, that this Supplement-EZ form and all supporting
information were prepared under my direction or supervision;
d i
- that the information provided in the form is, to the best of my knowledge
}}
and belief, true, accurate, and complete; and
Signature.t Designer
- that the engineering plans, specifications, operation and maintenance
agreements and other supporting information are consistent with
the information provided here.
I am aware that there are significant penalties for submitting false
z ' &
information including the possibility of fines and imprisonment for knowing
Date
violations as well as a report being made to my professional board.
Cover Page - 1 10:18 AM 10/2/2018

DCQfIACARI C PAVCMFNT
Windfare Condominiums
.- E, DRAINAGE:ARFJ\ -. -.. :• x .:<.... , s :�.,.c .. ..... .... -- .:. ..:. .
Drainage area number
1A.1BRA2B,3A,38 Break down of BUA in the drainage area (both new and existing):
Total coastal wellands area (sq 0)
-.. -Parking / driveway (sq It)
--- �_----_—__ --- --------
—
Total surface water area (sq II) - -- --
- Sidewalk (sq I Q
Total drainage area (sq h)
41133 sf- - • - Roof (sq h)
534 d
BUA associated with existing development (sq h)
- Roadway (sq tQ_—
Proposed new BUA (sq IQ
. -1133 s(' " - Other, please specify in the comment box below (sq IQ
d
Percent BUA of drainage area
100%- Total BUA (sq ft)
13
1133 5f,
COMPUANCEWRN'THEAVPLICABLC-SiORMWATER
Stormwater pmgmm(s) that apply (please specify): Design rainfall depth (in)��•—T�� 3.67 in
2017 rules Minimum volume required (cu it)329.18 d
' Design volume of SCM (cu 11) 349A2 d a
GENERAL MDCFROM 02H-:1050,'
III Is the SCM sited to treat the SW from all surfaces at build out?
Yes
n7 If applicable, with the SCM be cleaned out alter construction'
WA
92 Is the SCM located on or near_ contaminated soils?
ii No
08 Does the m_ainelenance access rromply with General M_D_C (B)_? _ _ ______ _
__ Yas_ _ r
_
#3 What are the side slopes of the SCM (FI:V)?
N/A
#9 Does the drainage easement comply with General MOD (9)?
Yes
03 Does the SCM have retaining walls, gabion wells or other engineered side slopes?
�No
910 If the SCM ism a single family ]al. does the plal coin lywilh General MDC (10)?
N/A
1/4 Are the inlets, outlets, and receiving stream protected from erosion (10-year storm)'+
Yes
#11 Is there an O&M Agreement that complies with General MDC 11 ?
V Yes
j115 Is there a a bypass for (lows in excess of the tlevgn flow?
( WA
#12 Is there an O&M Plan that complies with General MOD (12)?
Yes
#6 What is the method for dawalering the SCM for maintenance?
t N/A .'
of 3 Was the SCM designed by an NC licensed professional?
Yes
PERMEABLE 'PAVEMENT:MDC'FROM-01H'.105 "- - - i
91 Was the soil Investigated in the footprint and al the elevation of the infiltration system? Yes' ,
96 How will the pavement surface be tested?
#1 Briefly describe the hydraulic properties and characledstics of the soil profile:
Simplified Intimation Test
____�
-See Additional Information Below - '-•
—_ __-_-.___-_,_.___„___,_,_,__
87 Area of permeable pawmenl to be installed (square feel)
117 Area of screened roof runoff that is directed to pavement (square feet)
534 st '
#2 SHWT elevation Imsl) _ _
#2 Top of the subgrader (ImsQ
2:60 It.
: 3.94It
117 Area of additional built -upon area runoff that is directed to pavement (square leet) . _ _
#7 Will runoff from pervious surfaces be directed away from the pavement?_-_ _
N/A
Yes
112 Storage elevation of the design rainfall depth (ImsQ
599 ft
96 Dewalenn9 time (hours)
21.04 hrs
92 Is a detailed hydrogeologic study attached it the separation is between 1 and 2le rl?
.i Yes . -
#e Is additional media being added to the soil profile? _ _
__ Yes
113 Will toxic pollutants be stored or handled on or near the permeable pavement?
No
#9 Is at least one observation well per lermce been provided at the low poini(s)? __
Yes
94 Proposed slope of the subgrade surface (%)
0S2%-1.09%
010 Is this a detention permeable pavement system?
- No
94 Are terraces or baffles provided? -
j No
1110 If se, what is the drawdown time for the design storm?
011 Have edge restraints been provided?
N/A
_WA
95 Site of aggregate lobe used in the subbase
! #57
95 Aggregate depth (in)
:17.50 in
012 will the subgrade be graded when dry?
Yes
n5 Aggegate porosity (n)
i 0.4
013 Will the permeable pavmenl be protected from sediment during ronswdign?___ _ ___
#13 Will an in snu permeability lest be conducted after site stabilization -
__ Yes
Yes
65 Will the aggregate be washed?
Ves - . -
DDITIONAL INFORMATION'; - .' ,. .. v, ... ,:. :: '.'�..
.':' - .: .: '' ''.. ., ...,.Er... ...::..--..-.,-...-..,_..........._......-.....-.�---:...,.... -�.•a
Please use this space to provide any addtonal information about this permeable pavement design that you think is relevant to the review i
reaktimn of BUA in the Drainage Area - Other is the amount of proposed penitable pavement;-#1 Permeable Pavement MOD Hydmulm Properties -The soil type consists e1 historic <1959 fine dredge fill materials primarily, of mixed fine
sand, with inconsistent lenses or thin layers of shell or silly clay loam to a -4 H depth, where a buried natural marsh soil is encountered similar to Carteret or Duckston soil sedes.The current surface soil horizon mngn fmm-0.5-1.5 It
depths and is composed of mixed sand, lrmmy send, coquina, or mckwnh 2-ft. organic content The a'venage Ksat is 1.65IrAr. -#7 Permeable Pavement MOD Additional Media -The site is proposed to be excavated 1.5, to remove the 1
exisiblg maed soil surface materials and backfilled with imported clean; uniform, fine/medium sand materials.
Permeable Pavement 1 1:04 PM 10119y7W 6

PERMEABLE PAVEMENT windfare Condominiums
THE'DRAINAGE AREAS
Drainage area number
f 4 Break down of BUA in the drainage area (both new and existing): - 7
Total coastal wetlands area (sq R)
': - Sidewalk (sq IT)
Total surface water area (sq IQ
Yfolal tliarea (sq h)
ranagc
23929i - Raol (sq R)
Roadway (sq II)
BUA associated with existing development (sq h)
- agar
2392 sl - Other, please specify in the comment box below (sq it) 1432 at
Proposed new BUA (sq If) -
1 e-teen' UA of-mriage area
,;, 100% Total BUA (sq If) � 2392
COMPLIANCE W H THEAPPLICABLE STORMWATER PROGRAM.
Slormwaler program(s) Ihal apply (please specify : Design rainfall depth (in)
3.67 in
694.98 d
2017 rules - Mmtmum volume requlred (cu R)
739.87 d
Des gn ve uan of SCM (cu II)
GENERAL MDC FROM 02H.1050' .. -.....
.,. - '. .
_... ...j ..•
WA 4
1)I Is the SCM -sized In (real the SW from all surfaces at budd-ou17
Yes
07 If applicable, with the SUM be cleaned out alter construction?
112 Is the SUM located on or near contaminated soils?
I No
118 Does the mafnelenance access comnn�=th Gonoral MDC (8)? __ __ __ _ _
q9 Does the drainage easement complylh General MDC (9 w+)? _ _
H10 II the SUM is on a single family let, does the plat campty with Gonoral MIX(10)?
- Yes
Yes
WA
113 Whal are the side rlopes of Ne SGM (FI:V)?
N/A
113 Does the SCM have retaining walls, gabion walls or other engineered side slopes?
: No
114 Are the inlets, outlets, and reviving stream protected Irom erosion DO year storm)?
Yes
911 Is there an O8M Agreement that complies with General MDC (11)'
Yes s
115 Is there a a bypass for flows in excess of the design flow?
WA
#12 Is there an O&M Plan Ihl complms wilh General MDC (12j? _ _.
._ Yes _3
-Yes
1I6 What is the method for dewatenng the SUM for maintenance?
A
#13 Was the SUM designed by an NC licensed professional'
PERMEABLE PAVEMENT MDCFROM 0N.1055 '
#1 Was the soil investigated to the loolprml and at the elevation of The infiltration system? Yes
116 How will the pavement surface be tested?
ill Briefly describe the hydraulic properties and characteristics of the soil profile:
Simplified Infiltration Test
- --------
Y
--See Additional Information Below
_
ff7 Area of permeable pavement to be installed (s(umm Ieel) gaga__
1432 s� —S
07 Arco of screened roof runoll the is directed to pavement (square legit)
960 of _
_-_--
gaga_
1.90 R
__-_-_._.. __._. .inan I .._...._.._._..__..__.
#7 Area of additional built -upon area meet that is directed Ie pave (square teal)
N/A
(12 SHW I clavalion (Imsl)
gaga._ —grad____ -raga__ _ ._
112 Top of the subgred_e (Imsl) - •3.88 R
.-_aces__d__-__.. .......____.__............. ....._. ....__
#7 Will runnlf from pervious surfaces he directed away from Ihn pavemenl7
NB Dewalering lime (hours) ----^------gaga--__ agar ___ _
Ve9 12
1/2 Storage elevation of the design rainfall depth (ImsQ
5.14 R
18.58 his
!12 Is a detailed hydrogeolegic study attached 4 the separation is between 1 and 2 feel'+
Yes
NB Is additional media being added to the soil proliln'+
been at the tow
Yes
!13 Will toxic pollutants be stored or handled on or near the permeable pavement?
No
N9 Is at least one ooservalion well per terrace premed poim(,
detention system?
No
114 Proposed slope of the subgfade surface (%)
126% .1.44 %
910 Is this a penneable pavement _ ____gaga
_
' WA
114 Are terraces or baffles provided'
No
N70 It so, what is the drawdown time for the design storm? _ gaga-__
-_—gaga
_ 7
WA
05 Size of aggregate lobe used In the subbase
St57
R71 Have edge restraints been provided"'_ _ __ _ . ._, _ -_.__ -_._
#12 Will the subgrade be graded when dry? _ _-_
al Will the permeable ap v menl be protected Irom sediment during conslmcllon�^
#13 n In snu permeabl ty 6e cood -lest uded alter sle sl.0-1; ton
t 1 a
_ _es _
Yes;
Yvs
85 Aggregate depth (in) _
75.50 in
_ _
85 Aggegate porosity (n)
Yes
tl5 Will the aggregate be washed?
ADDITIONAL INFORMATION
Please use this space to provide any additional information about this permeable pavement design that you think is relevant to the review:
Breakdown of BUA in the Drainage Area - Other is the amount of proposed permable pavemem;$1 Permeable Pavement MDC Hydraulic PropoNos -The soil type consists of historic <1958 fine dmdgo rill materials primarily of mixed line
Isand with inconsistent lenses or thin layers of shell or silty day loam to a -4 R depth, where a buried natural marsh sell is encountered similar to Carteret or Duckston soil series.The current surface soil horizon ranges from-0.5.1.5 R i
Pavement MDC Additional Media- The site is proposed to be excavated 1.5'to remove the k
dep;f; and is composed of mixed sand loamy sand coqufna, or rock with -2-67.organic conterri.The average Ksat is 1.65 iNhr. - #7 Permeable
!existing mixed sod surface materials and hardAAled with imported clean, uniform, fina/medium sand materials.
Permeable Pavement
I
I'
I
7
1:04 PM 10/19/2019

PERMEABLE PAVEMENT Windfare Condominiums
k E'DRAINAG�'AflEA ✓- : < .�a'+sr �, s:a .. ',.. .y :.: k t , -.. ' .-.,.-'�3'
Drainago area number
SA 58 BA,BB':
Break down o1 BUA in the drainage area (both new_a_nd ex sting)
'fatal rnaslal wellantls area (sq IQ-- --
Parking l driveway (sq (t) _ ....
Total sudace water area (sq II)
'.
-S,dewalk (sq IQ
594 sl
.Total area (sq B)
111B sl
Roof (sq it)
BUA associated with existing tleveloPmenl (sq B)
... .•,..
-Roadway (sq lt)
in box below (sq lIQ
584 sl
Preposed new DUA (sq It)
=:; t198 s1.:':�
Other• please specily the commem _
_
Percem BUA of drainage area
.: ;, 00%.; -,
( otal BUA leg it)
111b s1
Permeable Pavement 3 1:04 PM 1011917019

PERMEABLE PAVEMENT Windfare Condominiums
`al Was the soil investigated in the footprint and al the elevation of the infiltration system? I �n Yes
96 Haw will the pavement sudam be tested._�_ Mom•~_ ,��_V��^���4_�
at Briefly describe the hydraulic properties and characteristics of the soil profile:
Simp9hed Infltra8on Test
''See Additional information B0low
_.—-_-.-------------
07 Area nl permeable pavement to be installr.� quare feel)
N7 Area of screened reel runoff that is dtrecmd to pavement (squam loot)
97 Area of additional buttl-upon area runoff that is tlirrded to pavement (square feel)
—
528 if _(
_534 st
WA ;
1
112 SHW"r eleval�en (Imsl)
II l op olthe subgrade(fmsl) JI—_
_2.00_tt
3.46ft
N7 Will mnnll tram pervious suAace_s be direcled a way fro I r:p_avemon_I?
J _
Yes
02 Storage elevation of the design rainfall depth (fmsp
5.00 h
➢8 Dewalerin time (hours)
bang to th_soil
his _g
22Yes
Ye
a42 Is a detailed hydrogeelogic study attached it the separation is between 1 and 2 feel
Yes
AB Is additional media added prollla° -, .-. -_-___._...
t
_--I
Yes
Will 10)ic pollutants be stored or handled on or near the permeable pavement?
f No
fie Is at least one observation well per lerracc berm propro=,ded al lhn low peinl(s)?
1W
lM Proposed slope of the subgradc surface (%)
2%
910 Is [his a detention permeable pavement system? _ _ _
No
WA
--�
_ WA
lot Are terracos of baffles provided?
No
U10 It so, what is the crawdown lime for It design storm'
_.
all Flave edge restraints been pmvitletl? __ _ _ __ „_-
T
#5 S¢e al aggregate l0 he usOA m me subbase
�_
#57
-- _
x5 Aggregate depth bn)
_ 1650 in
1/12 Will the svbgrade be graded when dry _ _
__- Y� ____i
_ __
dtl5 Aggegale porosity(n)
1113 Will the permeable pavmonl be proleclLd Irom sediment dunng construction?
Yes
0.4
I' 5 Will me aggregate be washed?
. Yes.
413 dl en in-sdu permeahihry lest acea ter sd0
Yes
fADDITIUNALINFUy1MAIJUIT, "C: '..-.....r'' .. .:%.•..,. w».,...T.-...:e,_. ......,-.�- ,.,�..-._
ipleas� a use Ihts space to provide any additional information about this permeable pavement design [hat you think is relevant to the review..
(Breakdown of DUA in the Drainage Area - Other is the amount of proposed pefmable pavement-#t Permeable Pavement MDC Hydraulic Properties -The soil typo consists of historic <1958 fine dredge fill materials primarily of mlxod fine ,
sand, with inconsistent lenses or thin layers of shell or silty clay loam to a-41t depth, where a buriednaturalmarsh soil is encountered similar to Carteret or Duckston soil series.The anent surface soil horizon ranges from-0.5-1.5 It
Idepths and Is composed of mined send, loamy send, coquina, or rack with -2-6 % organic content The average Kest is 1.65 INhr. - #7 Permeable Pavement MDC Additional Media- The she Is proposed to be excavated 1.5'to remove the
:existing mixed soil surface materials and backfllled with imported clean, uniform, fine/medium send materials.
3
Permeable Pavement I 4 1:D4 PM 10/19/2018

PERMEABLE PAVEMENT Windiare Condominiums
Permeable Pavement.5 I:CA Pm 10/231701 R

PERMEABLE PAVEMENT Windfare Condominiums
E DRAINAGEAREA'
� �—�
Drainage
,. o- •; . ...,. •' __ : .�-..._.....
8A Break down of BUA in dramge area ibgU new and existing)
6•
+__
area number
Total coastal wellands area (sq it)--- — --- -
_L_
i
•Parking / driveway (soi10 _ .. _..-�.
}'_
_. _._ �.L_ ^-
Taalaudamv!morarea (sq ll)
�
_ __
hidewalk(sq it) ... ______
Total drainage area (sq 11)
1174 sl
- Rool (sq ft)
_ 534 at y
i7
13UA associated wish existing development (sq IQ
-Roadway (sq II)
_
640sf
Proposed new BUA (sq It)
t 1174.1
- Other, please speeily in the crommenl tins bch(sq II)__
_
1174 sY
�Per� c�al dmtnage area
7UD.00%
Total BUA (sq It) _�
S
COMPLIANCE WITH- THE APPL3CABL£5TORMWATER PROGRAM
3 e71n y
�St 1 P g () th t pPIY (PI p 'ly).
Design rainfall depth (in)
_
of
2017 nu as r
Minimum volume required(cu N)-__
Design volume of 5[:M (-ou II)
_.-_--_ _341.10
_x
3132-87 of
GENERALMDCFROM 0214.1050
WA
Nt Is the SCM slzetl to Veal the SW from all surfaces at bmPomul?
I YesA
117 II applicable m[h Iho SCM be cleaned out alter cronslrucbonr-
Yes
11NP Is the SCM located on or near contaminated soils?
_ No
U8 Does the mainelonanco access cam ly with MUC General (817
-------
3 What are tie side slopes of the SCM (N.V)?
N/A
#9 Dons the drainage easement complywtlh General MDC (9)?
N3 Does the SCM have retaining walls, gabion walls or other engineered side slopes?
N
e SCM is on a sngle lamlly lot, does the plat mmplywilh General MDC (10)?
WA _ )
#4 Are the inlets, outlets, and receiving stream protected from erosion (I0-yearstorm)?
Yes
g011 Is there an 08M Agreement that complies with General MUC (11)?
—_
Yes
Ili 5 Is there a a bypass for flows in excess of the design flow?
WA
.#12 Is there an O&M Plan that complies with General MUC (17)?
YV i
Il6 What is the method for dowalenng the SCM for maintenance?
- ITA -
fit Was the SCM designed by an NC licensed professional'
PERMEABLEPAVEMENT MDC FROM 02H .1055 ' • -
- - " ' ' -
" -" -
„n,,,,,.,,a,�,,,e.,.e.,s„�....
NiWWas the soil investigated in the footprint and at the elevation of the inlillraaon System?
Yes
J46 How will the pavement surface be tested?
?
#1 Briefly describe the hydraulic properties and characteristics of the soil profile:
Simplified Infiltration Test
I
'"See Additional Information Before
_----
640
N7 Area of permeable pavement to be installed (square feel)
sf
07 Area of screened met runall that is directed to pavement (square lee[)
534 sf
�g2 SHW'r efev_alion (fmsl)
2.40 It
#] Area of eddilionel built -upon area runoff that is directed to pavement (square Feel)_
Will from be directed away from the pa_cmen[? Yes
#2 fop of the subgrade ((rest)—
. 3.82 tt
47 mnoll pervious surfaces
20.40 firs
#? Storage elevation of the tlesign rainfall depth (Imsg
523 ft
118 Derwalering lime (hours) _—
Ill Is a tlelaileL hytlrogeologic study attached it the separation is between 1 and 2 feel?
Yes
48 Is additional media being added to the soil profile?
_ Yes ;
N3 Will toxic pollutants be stored or handled on or near the permeable pavement?
34PrProposod slope of the subgr'dda surface (%)
94 Are terraces orballlos pmwded'
Size of aggregate to he used in the subbase
1 No
':123%
No
#57
99 Is at least one observation well per towerrace been prawdetl al Ihn lpotnl(s)?
1110 Is this a detention permeable pavement system? _ No )
N10 if so, what is thedrawdomlimnlor the design slnnn?. _. ,_•,•. _.....-..-..- ............. WA
1/11 I lave edge restrains been pmvltled? _- __- _-__„_- WA
—es
fITS _
SIfS Aggregate tleplh (in)
17 00 in
012 Will the subgrade be graded when dry? _--,
Ye
#5 A g gat porosity O
65 Will the aggregate be washed?
4 0
Yeses '
HE—
#13 Will the permeable payment be protected from sediment during construction? Yes
N13 will an m s4u permeobihly lest be conducted after sea slabdual on Yes
ADDITIONAL INFORMATION ...-__.. .._ _ ., ..
Please this space to any additional information about this permeable pavement design that you Think is relevant to the review
use provide
Permeable Pavement
MDC Hydraulic PropeNos -The soil type consists of historic <1956 fine dredge
Ill materials primarily of mixed fine
Breakdown of BUA in the Drainage Area -Other is the amount of proposed pernabte pavement,41
buried is encountered similar to Carl or Duckston soil swies,The current surface soil horizon ranges from-0.5-1.5 ft
sand. with inronslstent lenses or thin layers of shell or silty day, loam to a -4 If depth, where a nat0rat marsh soil
depths and is composed of mixed sand, loamy send. coquina, or rock with -2-6%organic content The average Ksal is
1:65 INhr.. #7 Permeable Pavement MDO Additional Media- The sde is proposed to be excavated 1.5'to remove the 3
existing mixed soil surface materials and backfiffed with imported clean, uniform, fine/medium
sand materials.
Permeable Pavement 6 '
- 1:04 PM 10/19/2018

PERMEABLE PAVEMENT Windfare Condominiums
E otwNAc:aREa :.
,:
Drainage area number 8i3 Breakdown of BUA in the drainage area oth a new nd existm
Tolel coastal w_eUands area (sq lip � � •Parking ] driveway Q (sq I ______
Total surface water as (so It)
_' - S.dewalk(sgfq
1515 sl - Roof (sq h)
_ _ _
Tolal Drainage area (sq fi) -
sa
BUFl asaaletl with exisling development (sq h)
- Roadway (sq it)
987
Proposed new UUA (sq II)
1515 Si • Olhcr, please specify in the comment hex below (sq fl)
sf
anent BUA of drainage area
1a0% Total BUA (sq fl)
1515 st
COMPLIANCE WITH THEAPPLICABLESTORMWATER P OINW-' =
Starm erer program(s) that apply (please specily): Design rambill depth (m) 3.67 m
440.17 of
2017 rules M�mmum volume mquuetl (co 0) _ ,-__ _ _
Ucst9n volume o It -- —� 474.15 of .1
GENERAUMDCFRO MD2H'.1050 :'::-.,. '. ; , ' .': ::..::' :'.....:.. ... :. - .' . ...- .' . •. ...�.-_
01 Is the SCM sized to Veal the SW Irom all surfaces al bufldaul?
Yes
07 If applicable with the SCM be cleaned out alter construction?
08 Dos tho maintenance access mmplywilh General MDC (8)?
99 Does the drainage easement complyve h General MUG (g ?
1110 II the SCM is on a single family lot, does the plat complywilh Geneal MDC (10)0
911 Is there an O&M Agreement that complies with General MIX (11)0_
WA _j
Yes !
U2_-Is the SCM located on or near contaminated soils?
No
03 What are the side slopes of the SCM (H_v)e
NIA
_
113 Does the SCM have retaining walls, gabion walls or other engineered side slopes?
No
Yes
94 Are the inlets, outlets, and receiving stream protected from erosion (IU-year storm)?
Yes
Yes
105 Is [hole a a bypass for [lows in excess of the design flow?
- i WA
912 Is there an O&M Plan that complies with General MUC (12)9
Yes i
06 What is the method for dewalenng the SCM for maimenance?
A
913 Was the SCM designed by an NC licensed professional?
B5 3
PERMEABLEPAVEMENT MDCFROM 02H.3.055 -• —_ :. .::.
:, .".
.. .-,,,,,,,,,, ,,,,��,...,,,..,__.,-_. .,„.�..,-..-.,�''...._.�'��
I
01 Was the soil invesligaled in the footprint and W the elevation of the infiltration system? f Yes
96 Haw will the pavement surface be tested?
EIII Briefly describe the hydraulic properties and characteristics of the soil profile:
Simplified Infiltration Test
..Sin Additional Information Bdow
N7 Area of permeable pavement to be installed (square feel
98 s
E
N7 Area of screened mot mnoll Thal is directed to pavement (square feel)
______.__..___.._.._..____...._..___.__..__...
534 sf
_
?II7 SHWT elnvaUan (fmsl 2.40 ft
e—.—.---_--.-__.__.___...__.__.__..._....-_.__.._.........._____.__.�_.._._.....___..._...4
Top of the subgrnde ((ms1) 4.13 R '
N7 Area oI additional built -upon area mn0lliat is tlirmted Io pavement (square Innl)
07 Will runoff Imm pervious surfaces be tliroclM away from [he pavement?
118 Dewalcring time (hours) _
WA
Yes
17.17 his d
E112
ll? Smrage deviation of the design rainfall depth ([rest)
5.31 ft_
112 Is a detailed hydrogeologic study attached It the separation is between 1 and 2last'
Yes
LB Is additional media being added lm the sail proiilao
fig Is at least one observation well per arrow been prided at Ih_v low puinl(s)? _ ___
Yes
_Yes y
_ No
3
8
WA _f
Yes _d
� _Yes
3
03 Wilt [axle pollutants be stared or handled on or near the permeablepavement?
No
04 Proposed slope of the subgmde surface (%)
i0.69 %
U10 Is this a detention permeable pavement system7
04 Are terrains or baffles provided?
No
0w 10 If so, what is the drawdon time for the design storm'WA
_._... .._
I111 Have edge reslrninls been provitled?
N12 Will the subgrade be graded when drys+
..prote__.___...___._..uri.......... ... .._......__...____.__._..
N13 Will the permeable payment be protected from setliment during _nstmction? __
N13 Will lest be contludedTr see sl al'ion
NS S2e of aggregate W be usetl in the subbase
7f57
05 Aggregate depth (in) -
14.50 in
US Flggegale porosity (n)
0.4
05 Will the aggregate be washed?
Yes
an m-situ permeability
ADDITIONAL INFORMATION-:.... ... .: .. .' ; r .. :- ,_.:. :.: : , ._ ... , - . ... .. ..•_..-..-.. -
Please use this space to provide any additional information about this permeable pavement design that you Think is relevant to the review:
Breakdown of BUA in the Drainage Area -Other is the amount of proposed permable pavemento-Nl Permeable Pavement MDC Hydraulic Properties • The soil type consists of historic <1958 fine dredge fill materials primarily of mixed fine
sand, with fnconslstent lenses orthin layers of shelf or silly day loam to a -4 fi depth, where a buried natural marsh soil is encountered similar to Carterel or Duckslon soil sedes.The mrtem surface soil horizon mngeTfmm0 1
depths and is composed of mixed sand, loamy send, coquina, or rock with'-2.6%organic content The averageKsat h 1.65 iNlir. - 07 Permeable Pavement MDC Additional Meda -The site is proposed to be excavated 1.5'ro remove the
exisiing mixed soil surface materials and backfilled with imported dean, uniform, fine/medium sand materials.
permeable Pavement 7 1:04 PM 10/19/7018

- V�OCB arClVE'0:.i7r �tl16109I�GB 961t OtiG Tall cGt 1 ovum&
Project Name
Project Location
Windfare Condominiums SSw) ? 1%100 (
402 Causeway Road, Atlantic Beach 28512
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known set locatio
Any deficient BMP elements noted in the inspection will be corrected, repaired, or replaced immediately. These deficiencies can
affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that apply & corres
Bioretention Cell Quantity:
Dry Detention Basin Quantity:
Grassed Swale Quantity:
Green Roof Quantity:
Infiltration Basin Quantity:
Infiltration Trench Quantity:
Level Spreader/VFS Quantity:
Permeable Pavement Quantity:
Proprietary System Quantity:
Rainwater Harvesting Quantity:
Sand Filter Quantity:
Stormwater Wetland Quantity:
Wet Detention Basin Quantity:
Disconnected Impervious Area Present:
User Defined BMP Present:
onding
O&M tables will I
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s);
Location(s):
15
No
No
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each BMP above, and attached 0&M tables. I agree to notify NCDENR of any problems with the system or prior to any changes to
the system or responsible party.
Responsible Party:
Title & Organization:
_Street address:
City, state, iipi
Phone number(s):
Email:
Signature:
County of
personally appeared before me this
Max O. Barbour, Sr
Managing Member Hyde Investors, LLC
8504 Towneley Place
Raleigh, NC 27615-2026 `
919.847.4239
[e-mail]
_ Date: C1 1
.a Notary Public for the State of
do hearby certify that WCL\/- l C) I Ll Y SY
�— day of ��ir>°y�(�ht'f %(��g and
acknowledge the due execution of the Opprations and Maintenance Agreement .
Witness my Nmcj and official seal, 1111 0 &N60 ca
.*VAR), o'
x
PUBLIC
My commission expires W!J 901q
' fr. V .4'aili
r
)RM-EZ 9/5/2(

rvr nrvaurc ravcrucm mm� uvuvwv nvyun mnm uv
At all times, the pavement shall be kept free of:
Debris and particulate matter through frequent blowing that removes such debris, particularly during the fall and
spring.
Piles of soil, sand, mulch, building materials or other materials that could deposit particulates on the pavement.
Piles of snow and ice.
Chemicals of all kinds, including deicers.
The permeable pavement will be inspected once a quarter. Records of operation and maintenance will be kept in a known set
location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:
Potentialproblem;
How to remedfate theproblem:
IThe entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, then plant ground
permeable pavement
erosive gullies
cover and water until established.
A vegetated area drains
Regrade the area so that it drains away from the pavement, then plant
toward the pavement.
ground cover and water until established.
'The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
I
swale.
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
The surface of the
Trash/debris present
Remove the trash/debris.
permeable pavement
Weeds
Do not pull the weeds (may pull out media as well). Spray them with a
systemic herbicide such as glyphosate and then return within the week
to remove them by hand. (Another option is to pour boiling water on
them or steam them.
Sediment
Vacuum sweep the pavement.
......
Rutting, cracking or slumping
Consult an appropriate professional.
or damaged structure
Observation well
Water present more than five
Clean out clogged underdrain pipes. Consult an appropriate
days after a storm event
professional for clogged soil subgrade.
Educational sign
Missing or is damaged.
Replace the sign.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
outlet.
DRM-EZ 915/2(

Express Major Permit
RECEIVED
DEC 0 7 Z018
DCM-MHD CITY

, Jeceive�g
00mo�
N0� � tip18
I
ROY COOPER
Governor
MICHAEL S. REGAN
secretory
BRAXTON C. DAVIS
Director
October 17, 2018
NORTH CAROLINA
Environmental Quality
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO: David Harris
NC DOT, State Construction/Materials Branch
FROM: Heather Styron
MHC DCM Field Representative
SUBJECT: CAMA Permit Application Review
Applicant: Hyde Investors, LLC
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
Please indicate below your agency's position or viewpoint on the proposed Express project
and return this form by (14 Days). If you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY:
SIGNED
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
DATE �� RECEIVED
DEC 0 7 2018
North Carolina Department of Environmental Quality I Division of Coastal Management DCM-MHD CITY
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
252BO82808

APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Hyde Investors, LLC
Windfare Condominiums
Applicant 1: First Name
MI
Last Name
Max
O.
Barbour, Sr.
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
8504 Towneley Place
Raleigh
NC
ZIP
Country
Phone No.
FAX No.
27615-2026
us
919- 847 - 4239 exL
-
Street Address (if dllferent from above)
City
State
ZIP
Email
[e-mail]
2. Agent/ContractorInformation
Business Name
The Cullipher Group, PA
Agent/ Contractor 1: First Name
MI
Last Name OCT 10 2018
Ginger
Y.
Turner
Agent/ Contractor 2: First Name
MI -
Last Name
Mailing Address
PO Box
City
State
151-A Highway 24
Morehead City
NC
LP
28557
Phone No. 1
Phone No. 2
252 - 773 - 0090 ext.
ext.
FAX No.
Contractor #
252-773-0243
Street Address (if efferent from above)
City
State
ZIP
Email
[e-mail]
<Form continues on back>
RECEI
DEC 0 7 2018
252-808-2808 :: 1.888-4RCOAST :: www.nccoastalmanagemenWlyl-MID CITY

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Carteret
402 Old Causeway Road
Subdivision Name
City
State
Zip
n/a
Atlantic Beach
INC
2851T
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
,
a. In which NC Over basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Bogue Sound
c. Is the water body Identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
mNatural ❑Manmade ❑Unknown
Bogue Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
❑Yes ❑No
work falls within.
Town of Atlantic Beach
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
631 feet
99,234.36 sf
c. Size of Individual lot(s) N/A
d. Approximate elevation of tract above NHW (normal high water) or
(If many lot sizes, attach additional list)
NWL (normal waterlevel)
3'
please page with a
ONHW or ❑NWL
e. Vegetation on tract
Maintained grassed lawns, wax myrtles and ornamental palms
OCT 10 Zola
f. Man-made features and uses now on tract DCM-M
Existing mobile home park including rock/gravel drive, trailers with attached covered porches, decks and detached
storage buildings
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential including mobile homes and single family home sites
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
MHI - Mixed Use High Intensity
(Attach zoning compliance certificate, if applicable)
®ves ❑No DNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes [Z]No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ONo DNA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it Involve a ❑Yes ❑No ❑NA
National Register listed or eligible property?
<Form continues on next page> RECEIVED
DEC 0 7 2018
252-a 08.2808 :: 1.888-4RCOAST :: www.nccoastal managementDOM-MHD CITY

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (1) Are there wetlands on the site?
- ❑Yes ZNo
(H)Are there coastal wetlands on the site?
❑Yes ONo
(III) If yes to either (1) or (ii) above, has a delineation been conducted?
[]Yes ONo
(Attach documentation, ffavailable)
n. Describe existing wastewater treatment facilities.
Onsite septic systems
RECEIVED
o. Describe existing drinking water supply source.
i
Municipal water provided by the Town of Atlantic Beach
OCT 10 20%
p. Describe existing storm water management or treatment systems.
CITY
DCM-MHD GI
None exist
5, Activities and Impacts
a. Will the project be for commercial, public, or private use? OCommercial ❑Public/Govemment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Multifamily residential project (condominiums)
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.
Excavator to remove existing and conflicting utilities, dump trucks to haul material, motor grader to spread and
grade the site and a paver for the access drive
d. List all development activities you propose.
Filling the site for proposed septic systems, construction of road, buildings, driveways, domestic waterline
extension of Town of Atlantic Beach water main, utilities and retaining wall.
e. Are the proposed activities maintenance of an existing project, new work, or both?
New work (redevelopment)
f. What is the approximate total disturbed land area resulting from the proposed project? ❑Sq.Ft or OAcres
Approximately 2.3
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ONo ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No point discharges only sheet flow
I. Will wastewater or stormwater be discharged Into a wetland? ❑Yes ZNo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA
j. is there any mitigation proposed? ❑Yes ❑No lZNA
If yes, attach a mitigation proposal.
<Form continues on back>
RECEIVED
DEC 0 7 2018
252.808.2808 :: 1.888a4➢2COAST :: www.nccoastalmanagemontDGM-MHD CITY

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following Items below, If applicable, must be submitted In order for the application
package to be complete. Items (a) - (9 are always applicable to any major development application. Please consult the application
Instruction booklet on how to properly prepare the required Items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly Indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that Is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with stale application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management. -
Name Phyllis H. Sechrest Parcel # 637508873796000 Phone No. 336-449-3645
Address 6786 Kelsey Court, Gibsonville, NC 27249
Name Blanche Mitchell Parcel # 637512873397000 Phone No. 919-231-7747
Address 3609 Melrose Drive, Raleigh, NC 27604
Name Phone No.
Address
g. A list of previous state or federal permits Issued for work on the project tract. Include permit numbers, permittee, and Issuing dates.
h. Signed consultant or agent authorization form, if applicable.
I. Welland delineation, If necessary.
j.. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project Involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating Information related to this permit application and follow-up
monitoring of the project.
I further certify that the Information provided In this application Is truthful to the best of my knowledge.
Date b Iti II ri Print Name The Cullipher Group, PA, Ginger Y. Turner, PE (agent)
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information []DCM MP-5 Bridges and Culverts
[]DCM MP-3 Upland Development
[]DCM MP-4 Structures Information
RECEIVED
DEC 0 7 2018
OCT 10 2018
®CM-MHD CITY
252.808.2808 :: 1.888-4RCOAST :: www.ncc a gament.net

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please Include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed.
10 buildings, 20 units
c. Density (give the number of residential units and the units per
acre).
8.77 residential units/acre
4.39 buildings/acre
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
EYes ❑No ❑NA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking. - - -
31.89%-Effective BUA w/ pervious pavement 18.60%
1. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
33.56%
j. Describe proposed method of sewage disposal.
On -site septic systems, Ecoflow, Type A Biofilter,
installed on gravel bed
d. Size of area to be graded, filled, or disturbed Including roads,
ditches, etc.
approximately 2.3 acres
f. List the materials (such as mad, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt drive, pervious concrete and standard
concrete for driveways
h. Projects that require a CAMA Major Development Permit may also
require a Stomnvater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review? RECEIVED
[]Yes ENo ❑NA
(it) If yes, list the date submitted: OCT 10 2018
DCM-MHD CITY
k. Have the facilities described in Item (i) received state or local
approval?
[]Yes ®No ❑NA
If yes, attach appropriate documentation.
I. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state (e.g., surface runoff, sanitary wastewater, industrial/ design?
commercial effluent, 'wash down' and residential discharges). ®Yes []No []NA
conveyance of stormwater through vegetated swales
and then sheet flow through buffer to existing bulkhea
If yes, attach appropriate documentation.
pervious pavement proposed and treating portions
of the proposed buildings RECEIVED
DEC 0 7 2018
252-808.28082 1.888.4RCOAST :: www.necoastaimanagement.net IWIr Q

Fe rra DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.) -
proposed extension of the municipal water system
owned by the Town of Atlantic Beach
o. When was the lot(s) platted and recorded?
Itlu119
Date
Windfare Condominiums
Project Name
The Cullipher Group, PA, Ginger Y. Turner, PE (agent)
Ap�cant e
/ly--! AgL�t
Applicant gnature
n. (1) Will water be impounded? []Yes NNo ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
RECEIVFD
OCT 10 2018
DCM-MHD CITY
RECEIVED
DEC 0 7 0'18
DCM-MHD CITY
292-808.2808 :: 1-88841FIGOAST u www.nccoastalmanaaement.net revised: 12/26106

Narrative
Windfare Condominiums
October 9, 2018
Developer: Hyde Investors, LLC
Max O. Barbour, Sr.
8504 Towneley Place
Raleigh, NC 27615-2026
[phone]
Engineer: The Cullipher Group, PA
Ginger Y. Turner, PE
151-A Hwy 24
Morehead City, NC 28557
[phone]
Description of Project
DECEIVED
OCT 10 Ma
DCM.MHD CITY
°Q (N 1 CAR ��0°s
O` C) o��es• O� 's
PQQOFess70 . �9';
2
SEAL°s
36970
low,
Windfare Condominiums is proposed as a 10-building, multi -family duplex project and includes the construction of a 20'
wide drive to access the buildings. The parcel located in Atlantic Beach at the end of Old Causeway Road and is within the
planning jurisdiction of the Town of Atlantic Beach. The total tract area is 2.278-acres and no wetlands exist onsite. The land is
currently owned by Pirate Group, LLC (DB1502 PG429) and The Reserve at Channel Bay, LLC (DB1601 PG445). There is an
executed agreement for purchase and sale of the property between the Pirate Group and J&B East Properties, LLC.
The property is currently Channel Bay Mobile Home Park, developed in the 1960's and predating any regulations of
NCDEQ Coastal Management and Stormwater. This submittal is for upland development only, including the multi -family
duplexes, pervious and impervious concrete driveways, asphalt drive, retaining wall, utilities and septic systems. The site is being
filled approximately three feet for the construction of pervious pavement and wastewater systems. The retaining wall is needed
to provide gentle slope transitions of less than 5%, to the existing bulkhead for non -erosive velocities.
Stormwater
The project is being submitted for consideration as an upland high -density redevelopment and no construction is
proposed within the water. The site is adjacent to Bogue Sound, Class SA;HQW, Index Number 20-36-(8.5). The property is
currently operating as a mobile home park which includes sheds, rock/gravel drives, covered porches and other miscellaneous
built upon areas. The existing impervious areas have been located as shown on the existing conditions map as surveyed by E.
Glenn Corbett, PLS of The Cullipher Group, P.A. The total built upon areas are listed in the table below and the number
corresponds to the numbers found on the existing survey map. The sum of all the existing BUA is 33,301.78 SF (33.53%).
RECEIVED
DEC 0 7 2018
DCM-MHD CITY

Page 2
PM2506 Windfare Condominiums
NUMBER
BUA (SF)
NUMBER
BUA (SF)
NUMBER
BUA (SF)
NUMBER
BUA (SF)
NUMBER
BUA (SF)
1
1174.44
10
459.89
19
787.3
28
467.11
37
4198.36
2
208.69
11
739.83
20
498.04
29
416.92
38
9810.61
3
597.08
12
769.88
21
639.95
30
94.66
39
27.09
4
620.26
13
551.36
22
989.37
31
103.91
40
25.65
5
539.95
14
709.37
23
453.96
32
575
41
193.45
6
66.06
15
737.06
24
466.36
33
570.01
42
70.15
7
533.74
16
45.26
25
119.49
34
577.67
8
769.57
17
897.73
26
785.68
35
68.05
9
271.14
18
123.32
27
672.24
36
886.12
The proposed BUA (43,172 SF) for the site exceeds the pre-existing amount by 9,871 SF, therefore proposing to use
10,177 SF of permeable pavement for driveways at Buildings 1-8 reducing the impervious area to the pre-existing amount. The
existing soils on the property are classified as Cu-Corolla Urban land complex, soil group A and are moderately well drained,12"-
18" seasonal highwater table with a Ksat of 1.65 inches/hour providing a drawdown time within 72 hours. The site is proposed
to be filled to a minimum elevation 5.5 providing one -foot separation. The table below provides a summary of the proposed
BUA for the project and permeable pavement amounts to reduce the overall BUA and provide equal or better stormwater
control of the site by infiltrating additional roof BUA into the rock base of the pavement.
Proposed Built upon Areas RECEIVED
Proposed Impervious
Area (SF)
Drive =
10,032
Buildings
20,640
Concrete Driveways =
2,323
Future Miscellaneous =
306
Total BUA =
33,301
Pervious Pavement Driveways =
i%177
W 10 2016
pCM MHp CI""
The existing topography of the site suggests there are areas that currently do not drain and infiltrating BUA on the site. These
areas have been evaluated and approximately 1,200 CF is infiltrated in the depressions. The proposed plan will continue to treat
impervious area via the pervious pavement SCM. Approximately the front half of buildings 1-8 will direct roof runoff to the gravel
base of the adjacent pervious pavement driveway. The permeable pavement SCM(s) provides infiltration of approximately 2,600
CF from these screened rooftops. Remaining portions of the site will be treated via sheet flow and 2' bottom trapezoidal swales
between buildings 5/6, 6/7 and 7/8. The swales are proposed with minimum 3:1 side slopes and less than one percent
longitudinal slope promoting low velocities to provide excellent TSS removal and increased retention time within the swales. The
swales terminate at the 30' buffer and then are graded to disperse the flow instead of directly discharging. The vegetated area
on the waterside of each building is graded to provide additional sheet flow and treatment before entering Bogue Sound.
Coastal Management
The tract area calculated within the 75' AEC is 43,739.17 SF and the surveyed existing BUA within the 75' AEC is
13,966.11 SF (31.93%). The tract area within the 30' buffer is 19,065.13 SF and the surveyed existing BUA within the buffer is
3,344.40 SF (17.54%). The project proposes 13,947 SF (31.89%) of BUA within the 75' AEC and removes all the BUA within the
30'buffer. The permeable pavement that is proposed to maintain the pre-existing impervious coverage also treats portions of
Buildings 1-8. It is assumed that the front half of each building will be piped to the pervious pavement base where it will
RECEIVED
DEC 0 7 2018
DCM-MHD CITY

Page 3
PM2506 Windfare Condominiums
infiltrate and receive treatment. The total area of roof within the 75' AEC proposed to be infiltrated within the permeable
pavement is 5,811 SF reducing the effective % BUA to 18.60%.
Erosion and Sedimentation Control Measures
The following measures are proposed for the site. If it becomes evident that additional erosion and sedimentation control
measures are needed, they shall be installed immediately. It is intended that all grading and excavation activities within a
certain area will be protected as soon as that activity is complete.
1. Temporary Gravel Construction Entrance — Stone construction entrance will be used to reduce transport of sediment off
site.
2. Sediment Fence —Sediment fence will be utilized as necessary in locations as shown on plans or as deemed necessary by
the engineer to ensure that off -site sedimentation is controlled.
3. Seeding — All disturbed areas will be seeded within 7 days (HQW zone) following construction In accordance with the
seeding schedule shown on the plans.
4. Temporary Sediment Traps — Sediment traps will be constructed as shown on plans and serve to trap sediment and
prevent from the sediment moving off -site.
Erosion Control Specifications D
1. Temporary Gravel Construction Entrance:
a. Clear the area of vegetation and grade for positive drainage.
b. Install geotextile fabric and place stone to the required dimensions. OCT 10 2018
c. Use 2" to 3" stones, free of fines.
2. Sediment Fence DCM-MHD CIT
a. Use a synthetic filter fabric of at least 95% by weight of polyolefins or polyester, which is certi led by the
manufacturer or supplier as conforming to the requirements in ASTM D 6461.
b. Posts for sediment fences should be 1.25 lb/linear foot minimum steel with a minimum length of 5 feet
and projections to facilitate fastening the fabric.
c. For reinforcement of standard strength filter fabric, use wire fence with a minimum 14 gauge and a
maximum mesh spacing of 6 inches.
Specifications for Sediment Fence Fabric:
Temporary Silt Fence Material Property Requirements*
Test Material
Units
Supported
Silt Fence
Un-Supported
Silt Fence
Type of Value
Grab Strength
ASTM D 4632
N(Ibs)
Machine Direction
400
550
MARV
(90)
(90)
X-Machine Direction
400
450
MARV
(90)
(90)
Permittivity
ASTM D 4491
Sec-1
0.05
0.05
MARV
RECEIVED
DEC 0 7 2018
DCM-MHD CITY

Page 4
PM2506 Windfare Condominiums
Opening Size
ASTM D 4751
mm
0.60
0.60
Max.ARV
(US Sieve #)
(30)
(30)
Ultraviolent Stability
ASTM D 4355
% Retained
70%After
70%After 500h
Typical
Strength
500h of
of Exposure
Exposure
"From Erosion and Sedimentation Control Manual Table 6.62b
Maintenance Plan
I. All erosion and sediment control measures shall be checked for stability and effective operations following every runoff
producing rainfall event or at least once per week. Repairs required shall be completed immediately to the dimension
and functions indicated on the plans.
2. Sediment shall be removed from behind the sediment fencing when it becomes 0.5 feet deep at the fence. The fence
shall be replaced or repaired as necessary to maintain a barrier.
3. All seeded areas shall be fertilized, seeded and mulched within 7 days of disturbance. Disturbed areas shall be fertilized,
reseeded and mulched as necessary according to the Contract documents to establish and maintain a dense vegetative
cover.
RECEIVED
Construction Sequence
1. Remove and/or relocate existing obstructions.
2. Install stone construction entrance.
OCT 10.2018
DCM-MHD CITY
3. Clear and grub the site. Existing wastewater, drainage and water utilities should be excavated properly disposed and
backfilled with clean sand materials.
4. Install silt fencing at specified locations.
S. Excavate a minimum of 1.5 feet of existing material at all proposed infiltration areas plus a 10-foot perimeter, removing
the existing mixed soil surface materials. Excavated surface materials shall be exported away from the infiltration areas.
6. Construct keystone retaining wall, except for the section of wall between buildings 2/3 and 6/7.
7. Construct sediment trap at outfalls between buildings 2/3 and 6/7 and check dams along the property line swales.
8. Begin filling the site and grading to drain towards temporary diversion ditches and proposed sediment traps. Rough
grade site and street. Once filled to proposed wall height at each wall break, construct remaining portions of the wall.
Continue filling the site to the proposed grades.
9. Prepare the building pads and begin building construction.
10. Install utilities. (water, septic, electric, etc.)
11. Seed and mulch all areas of disturbance not to be paved within 7 days of land disturbance.
12. Fine grade street and place stone base course.
13. Install washed stone base for infiltrating pervious pavement driveways, depth per the table and protect the surface
from sediment. Construct observations wells. Place pervious pavement and protect surface.
14. Remove stone construction entrance.
15. Pave street.
16. Perform final grading, seed and mulch all remaining disturbed areas.
17. Remove silt fence, temporary sediment traps and temporary check dams. Regrade any eroded areas and clean pervious
pavement if needed. RECEIVED
DEC 0 7 2018
DCM-MHD CITY

Page 5
PM2506 Windfare Condominiums
Design Assumptions
1. Design storm is ten years for erosion control measures.
2. The rational method was used for the design.
Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented coastal stormwater regulations in coastal
counties on January 1, 1988 and most recent codified effective January 1, 2017. These regulations are detailed in 15 NCAC
02H.1019 Coastal Counties. These rules allow for a development to be considered under various options. This project is
submitted for approval consideration under High Density Redevelopment per 15A NCAC 02H.3001(1)(f), G.S. 143-214.7(a1)
and 02H.1019(7)(b).
RECEIVED
OCT 10 2018
DCM-MHD CITY
RECEIVED
DEC 0 7 2018
DCM-MHD CITY

4
3.
4.
[:7
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Hyde Investors, LLC, C/o The Cullipher Group, PA
LOCATION OF PROJECT SITE: 403 Old Causeway Road, Atlantic Beach, Carteret County
Photo Index - 2006: 40-8086 grids: B&C 11
State Plane Coordinates - Longitude:-76.742 Latitude: 34.712
INVESTIGATION TYPE: CAMA
INVESTIGATIVE PROCEDURE: Dates of Site Visit-10/10/2018
Was Applicant Present - No
PROCESSING PROCEDURE: Application Received Complete-10/1012018
Office - Morehead City
SITE DESCRIPTION:
(A) Local Land Use Plan - Atlantic Beach
Land Classification from LUP - mixed use high intensity
(B)
AEC(s) Involved: ES
(C)
Water Dependent: No
(D)
Intended Use: Commercial
(E)
Wastewater Treatment: Existing
- Septic Systems
Planned
- Septic Systems
(F)
Type of Structures: Existing
- mobile homes with decks, rock/gravel drive, storage buildings,
bulkhead, piers with slips
HABITAT DESCRIPTION:
Planned - Fill and grading, septic systems, driveways, road, utilities and 10 multi-
family duplexes.
DREDGED FILLED OTHER
(A) High ground disturbance 100,188 sf
(D) Total Area Disturbed: 100,188 square feet
(E) Primary Nursery Area: No
(F) Water Classification: SA, HQW Open to shellfish harvesting along Bogue Sound: Closed area within the
canal area
PROJECT SUMMARY:
The applicant is proposing to re -develop a 2.3-acre tract along Bogue Sound in Atlantic beach. The work will involve
the construction of Windfare Condominiums, which would consist of 10 multi -family duplexes, road, driveways,
utilities, retaining wall and septic systems. No work waterward of NHW is proposed, only high ground development,
which involves more than one acre of land disturbance and the 75' Estuarine Shoreline AEC..
RECEIVED
DEC 0 7 " `'18
DCM-MHD CITY

RECEIVED
Field Investigation Report: Hyde Investors, LLC
c/o The Cullipher Group, PA
Page 02
9. Project Description
DEC 0 7 2018
DCM-MHD CITY
The existing 2.3-acre tract currently is a mobile home park in Atlantic beach at 402
Old Causeway Road. It was developed in the 1960's and has remained unchanged
since. The surveyed existing BUA within the 75' AEC is 31.93% (13,966.11 sf) and
a tract total BUA of 33.53% (33,30I.78 sf). The project area is found by turning off
Highway 70 East in Morehead City (Arendell Street) onto the on -ramp for Atlantic
Beach. Follow the Atlantic Beach Causeway for approximately 2,774.41' (.53 miles)
then turn right onto Old Causeway Road. Follow Old Causeway Road for
approximately 3,138' (.59 miles). The entrance to the old "Channel Bay MHP" will
be on the right. The site is located along the south side of Bogue Sound and the west
side of the existing canal that connects to Bogue Sound. The property is stabilized
with an existing bulkhead and has several existing docking facilities along its
shoreline. The tract is 3' above NHW with no wetlands. Current Activity involves
mobile home removal.
The waters of Bogue Sound adjacent to the project areas are classified as "SA,
HQW" by the Division of Water Resources. There are no nearby Primary Nursery
Areas. According to the maps provided by the Shellfish Sanitation Section of the NC
Division of Marine Fisheries, the waters of Bogue Sound are predominately open to
shellfish harvesting adjacent to the proposed project with the canal area closed to
shellfish harvesting. There is no development proposed within navigable waters and
there are no know historic or archaeological areas of value known within the project
sites.
10. Proposed Project
The applicant is proposing to re -develop the 2.3-acre tract with 10 multifamily
duplex buildings (20 units total) landward of the 30' CAMA buffer, construct an
entrance road, driveways, utilities and septic systems. The surveyed'existing BUA
within the 75' AEC is 31.93% (13,966.11 sf) and a tract total BUA of 33.53%
(33,301.78 sf). The proposed BUA for the site is 43,172sf and exceeds the pre-
existing amount by 9,871 sf, however the applicant is proposing permeable
pavement for the driveways at buildings 1-8, which would reduce the impervious
area to the pre-existing amount.
The first portion of the project involves the grading and filling of the property for
the construction of pervious pavement driveways entrance road, utility installation,
erosion control measures and new septic system installation. A maximum of 3' of
fill would be placed and retained by a 3' high keystone retaining wall as well as silt
fencing in specific areas. Per the applicant the retaining wall is needed to provide a
gentle slope transition of less than 5% to the existing bulkhead for non -erosive
velocities. The silt fencing would remain in place until grass growth stabilizes the
soil.
The final portion is the construction of the 10 multi -family duplexes. Each duplex
would house 2 units per building for a total of 20 units. All buildings, utilities and

Field Investigation Report: Hyde Investors, LLC
c/o The Cullipher Group, PA
Page 03
driveways would be outside of the 30 CAMA buffer. Each building would be 40' x
48', a finished height of 45' from existing MSL and 40' above finished grade once
the 3' of fill is added. Buildings 1-8 would have a 10' wide pervious paver
driveway, with building 9 and 10 having 38' wide concrete driveways. The asphalt
entrance road would be 20' wide. All portions of the proposed buildings would
remain landward of the 30' CAMA buffer. The existing tract area calculated within
the 75' AEC is 43,739.17 sf with the surveyed existing BUA within the 75' AEC at
13, 966.11 sf (31.93%). The existing tract area within the 30 buffer is 19,065.13 and
the surveyed BUA within the 30' CAMA buffer is 3,344.40 sf (17.4%). The project
proposes 13,947 sf (31.891%) of BUA within the 75' AEC and removes all existing
BUA within the 30' CAMA buffer. Per the applicant, the pervious pavement that is
proposed, treats portions of buildings 1-8, therefore reducing the BUA to 18.60%.
11. Anticipated Impacts:
The development would grade, fill and disturb 100,188 sf (2.3ac) of high ground
with 13,947 sf of BUA within the 75' Estuarine Shoreline AEC. The innovative
design would reduce the BUA to 18.60% and therefore has the potential to improve
stormwater treatment. There is no work proposed waterward of NHW at this time.
The applicant reports they are submitting an Erosion and Sediment Control plan to
NCDEMLR for upland high -density re -development but a site development plan has
not been submitted to NCDWR for review at this time.
Submitted by: Heather Styron Date: 10/17/18 Morehead City District Office
RECEIVED
DEC 0 7 MJ
DCM-MHD CITY

• !Tim N N tit EY 9:7 K11
Selection
Development Type
Fee
DCM %
DWQ %
(14300 1601 4351000931626 6253)
(24300 1602 435100095 2341)
E
I. Private, non-commercial
development that does not
$250
100% ($250)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
development that does not
$400
100% ($400)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
c �
Major Modification to a
$250
100% ($250)
0% ($0)
CAMA Major rmit
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
$250
100% ($250)
0% ($0)
General Water Quality
Certification No. 4097 (See
attached) can be applied:
III(B). Public or commercial
development, if General
$400
100% ($400)
0% ($0)
Water Quality Certification
No. 4097 (See attached)
Ill
can be applied:
III(C). If General Water
Quality Certification No.
$400
60% ($240)
40% ($160)
4097 (see attached) could
be applied, but DCM staff
RECEIVED
determined that additional
review and written DWQ
concurrence is needed
DEC 0 7 2018
because of concerns
related to water quality or
0CM-MHD CITY
life:
General Water
Certification No.
$400
60%($240)
40%($160)
puatic
ee attached) cannot
ed:evelopment
that
the filling and/or
$475
60%($285)
40%($190)
cion of more than
one acre of wetlands and/or
open water areas:
•

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SITE DATA
TOTAL TRACT AREA - 2.28 ACRES
AREA WITHIN 75'AEC = 43.739.17 SF
AREA WITHIN 30'BUFFER - 19,065,13 SF
PRE-88 BUILT UPON AREA - 33.301.78 SF
PRE-88 BUA WITHIN TS'AEC - 13.966.11 SF
PRE-88 BUA WITHIN 30'BUFFER - 3.344.40 SF
RIVER BASIN a WHITE OAK
RECEIVING STREAM - BOGLE SOUND
STREAM CLASS = SAIHOW
STREAM 10 - 20-36-18.51
PROPOSED BUILT UPON AREA
BUILDINGS - 20:640 SF
DRVE - 10. 032 SF
CONCRETE DRIVEWAY = 2.323 SF
FUTURE MISC 306 SF
TOTAL - 33.301 SF
PROPOSED PERVIOUS PAVEMENT = 10.I77 SF
PROPOSED BUA WITHIN T5'AEC - 13,947 SF
PROPOSED % BUA WITHIN 75'AEC - 31.89%
PROPOSED BUA TREATED WITHIN 75'AEC = 5.011 SF
PROPOSED EFFECTIVE % BUA WITHIN T5'AEC - 18.60%
PROPOSED BUA WITHIN 30'BUFFER - 0 SF
NOTE: NO WETLANDS EXIST ONSITE
DEVELOPER: HYDE INVESTORS. LLC
MAX 0. BARBOUR, SR.
ADDRESS: 8504 TOWNELEY PLACE
RALEIGH. NC 27605-2
CAMA SITE PLAN
PERVIOUS PAVEMENT
CONCRETE
RECEIVED
OCT 10 2018
DCM-MHD CITY
REVISIONS:
I/LL I BY I DATE I DESCR/PT/OA'
WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
EscNLWEKNaISEuavaW a OVnvb% EKNU S6NvEL:f3N D ATE :
I51A HIGHWAY 24 10/9/1
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-4482 SCALE:
1 " = 40

SEEDING SCHEDULE
SEED BED PREPARATION
LIME 2 TCI
10-10-10' 1.OW LBS/AC
SURFACE RGM.ENINGt IF RECENT TILLAGE OPERATIONS HAVE RESULTED
IN A LWSE SURFACE. ADDITIONAL RWdfNING WY NOT BE REWIRED
EXCEDT TO BREAK UP CLODS. IF RAINFµL CAUSES THE SURFACE
i0 BECOME
SEALED ORUSTED. CRLOOSEN IT JUST PRIOR TO SEEDING BY
DIAING. RAX ING GETNYO0YI NW.. MOORE OR PLAINS. SLOPES STEEPER
THAN SARI ON THE CONTOUR BEFORE SEEDING.
TEMPORARY
NG
FIVEIRIIx) 5�D1=sI MIXTURE 120 LB5/Ac N/F PM,.0PGB II 6 DADA L
IM LESPEOEZA ISCAR IFIEDI-50 LW/AC O.E., 631506 PIMA
U 011i AINIIµ LC
SPEDEZA MEN DURATION OF TEMPORARY COVER IS FRET
YON'QppE553 P
TO EXTENDS BED, JIBE I
P Ii 1 g
GERWX MILLET --IS AO LBS/A[
t
I
RYE IdA1N1 - 23 LB$/1C
(IF IT 15 NECESSARY TO ERTEND TEMPORARY GONE BEYM JUE I5, _____________ ________ P I
OVERSEED WITH 5MB/AC WIS.I - -j -
PERMANENT SEEDING MIXTUREPINA COLADA 0
TALL FESCUE _ - 60 LBS/AC -
PENSACOA SMII"WAS — 50 LBS/A[ �T_____-__�__________.,
RERICEA LESPEOEZA - 50 LBS/AC M ,
(ME LESPEOEZA--------- ID LBS/AC '
1. FROM SEPTEASER 1 - YYKN 1. USE INHARIFIEO SERICiA %ED
2. ON POALY MAIMED SITES MITSERICEA AD INCREASE GONETO 3
0 LBS/AC
5. MEBE A NEAT APPEARANCE 15 DESIRED. OMIT WRICEA AND M M
I NCIEASE ROSE TO 40 LBS/AC.
A. BETWEEN APRIL 13 AND AUGUST 15. ADD 10 LB/AC GERMAN MILLET
ON 15 LB/IRM 1C SIGRA55. PRIM TO MY 1 O2 AFTER AUG 15. ADD M ,
25 LB/AC NYE [MAIN).
PERMANENT SEEDING MIXTURE (SWALES A DITCHES) I
COMMON BER"AMASS - 80 LBS/AC
MULCHING Oa
STRAN MEAT. OATS. BMLLEY.RTEI - 1-2 TONS/ACIAT TER SEEDING) MI VLmJ J pO/
I STRAW W41TY WALL BE DRY. UNCHMPED A MWEArHEROI Z_vrv< y D
ASKS MY TAD. -200 GAL./id OF WLCN •' I 06
1. APPLY 40IO LB/AC STRAW. ANMM STRAW BY TACKING WITH ASPHALT. MI N6NV I iu00 I pl vJ I 2`--p<
NETTING.M A YLM ANOIMING TOW. A DI% WITH BLADES SET NEARLY M1mU PMmnl O O 1
STRAIG.T CAN M USED AS A MULCH MICIg11NG TOOL. mmr u'm<J UVm� y
2. A CHANNEL LINING MATERIAL ISEE OCTAL BELOW) SMALL COVER THE I ¢'OS I <mO� I fd00 I 0D'U'. 4`
BOTTOM M SWMES A DITCHES. THE LINING AML EXTEND ABOVE THE 4 Zd Z z_n nu M Cjm^t
NI CHEST DEPTH M FLOW WITHIN GIVEN CHANNEL. d CNARIEL SIDE I -0B I OrvV2
YESES ABOVE THIS HEIGHT APPLY STRAY AS PIEVI WSLY INSTRUCTED. ZOZ� ' t Wmm� I wf Zi
TIRE OF APPLICATION I I Mma� ..mEo
THE MOLE FM INJURED SLOPES AND FILLS SHALL WE NO GREATER THAN THE I O I 20-m
ARGLE THAT CAR W RETAINED BY VEGETATIVE COVER M OTHER AOEWATE \ , / zCZ�
ERGS IMSO TRO DEVICES M STRUCTURES. IN WY EVENT. SLOPES LEFT
EXPOSED WILL. WITHIN 21 CALENDAR DAYS M COPLETIM M MY PHASE OF
GRAOI AD. BE PLANTED M OTHERWISE PROVIDED WITH TEMPORARY OR
PERIAME T GROUNDCOVER. DEVICES. M STR
UCTURES SUFFICIENT TO RESTRAIN
EROSION.
MAINTENANCE /
IF OR SET H IS LESS THAN FULLY ADEQUATE. REFERTILIZE IN THE SECOND
YEAR WITH S00 LB/AC 10-10-10 FERTILIZER. IOW AS NEEDED MEN y r
SER ILEA IS OMITTED FROM THE MIXTURE. BESMO. FERTILIZE AND MRCH
OAAWMD AREAS IMMEDIATELY.
AC -
AGREE
INV
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- LINEAR FEET
ENVIRONMENTAL CONCERN
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-W-
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-T-
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F.
-10-
LAND DISTURBANCE LIMITS
-SF-
SILT FENCE
QOBSERVATION
HELL
140 20 0
SCALE: 1"= 40'
SHEET:2 OF 7
PROJECT: PM2506- 001
40
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MAINTENANCE PLAN
I.µL EROSION AND MOIM:NT CdiRQ MEASURES dµL M CHECKED FOR STABILITY AND EFFECTIVE
OPERATION FOLLOWING EVERY RINSE PRODUCING RAINFALL EVENT OR LEAST ONCE A WEEK.
REPAIRS REWIRED SHALL BE COMPLETED IMEa, ATELY TO THE 01MENSIM AND FUNCTIONS
INDICATED ON THE MAN.
2.SEDNENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING MEN IT BECOMES 0.5 FEET
DEEP AT THE FENCE. THE FENCE SMALL BE REPLACEO OR REPAIRED AS NECESSARY TO MINTAIN
MAN ER.
SHALL %END AREAS SMALL BE FERTILIZED. RESEEDED AND WLCHED AS NECESSARY ACCORDING TO
THE SEEDING SCHEDULE TO ESTABLISH AND MAINTAIN A DENSE VEGETATIVE COVER.
CONSTRUCTION SEQUENCE
1. REMOVE AND/d RELOCATE EXISTING OBSTRUC11ON5.
2. IK I GRAVEL CCOSTAWTION ENTRANCE.
3. CLEAT AND GRUB THE SITE.
A. INSTALL SILT FENCING AT SPECIFIED LOCATIONS.
3. CONSTRUCT ROCK CHECK DUE AT WTFALL O EACH Olid TO BE FILLED.
S. CONSTRUCT DITCH RERWTE ON SWTHWEST BO MY YC WO: A FILL DITCHES WERE ROM.
T. RWWI MACE THE SITE. PREPARE THE BUILDING PAD AND BEGIN BUILDING CORSTRICTION.
S. INSTALL UTILITY SERVICES.
B. SEED 6 MLCH ALL
AREAS OF DISTMMCE NOT TO WE PAVED WITHIN 7 OATS OF LAND DISTURBANCE.
10. FINE GRAD PARKING AREA AND PLACE STONE BASE COURSE.11. REMOVE STONE CONSTRICTION ENTRANCE.
IB. PAVE PARKING AREA,
Il. PERFONY FINAL GRAOINB. WED AM MULCH ALL REMAINING DISTURBED AREAS.
IA. REMOVE SILT FENCE. TEMPOMY SEDIMENT TRAPS AND CHECK DAMS. REGRADE ANY ERODED AREAS AM
REMOVE AM ACCIMEATED XOIIENT AT TEMPORARY MATURES.
rlauutwnoN nMEFRAMEs
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7WNE1>FNgN patrtlMn 6D MYNBf
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UNN
HwIA, e[pNf>OMmnbn AMtl XOW ZIIMA.
RECEIVED
OCT 10 2018
DCM-MHD CITY
REVISIONS:
NOTE; NO WET A EXIST ONSITE NO. BY DATE DI�I
DEVELOPER: HYDE INVESTORS, LLC
MAX 0. BARBOUR. SR.
ADDRESS: 8504 TOWNELEY PLACE
RALEIGH. NC 27605-2026
WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
Ili THE CULLIPHER GROUP. P.A.
.."LEA"
AAANNLAIav AW oA.na Nl M.v ONARVIII. UAIE'
151A HIGHWAY 24 P 10/9/18
MOREHEAD CITY. N.C. 28557
[phone] LICENSE NO.C-4482 SCALE:
1- = 40'

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SCALE: 1"= 30'
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PROJECT: PM2506— 001
2Or
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\ FE5.84 �', / I TRANSISTION KEYSTONE
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DEVELOPER: HYDE INVESTORS LLC
I I /
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N/F BLANCHE MITCHELj-
D.B. 78 PG. 89 \
NCPIN 637512873397000
ADDRESS: 326 OLD CAUSEWAY ROAD
\
MAX 0. BARBOUR, SR.
ADDRESS: 8504 TOWNELEY PLACE
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PEEWEES O OWNTEAR
F
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LANE DISTURBANCE LIMITS
SILT FENCE
QW
OBSERVATION WELL
MATCHL E
BOGUE SOUND
(SA; HQW)
NOTE: NO WETLANDS EXIST ONSITE
DEVELOPER:
ADDRESS:
RECEIVED
OCT 10 2018
DCM-MHD CITY
REVISIONS:
T: 4
ECT:

1
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1!L
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OCT 1® LA
DCM-MHD CITY
REVISIONS:
DEVELOPER: HYDE INVESTORS. LLC
MAX 0. BARBOUR, SR.
ADDRESS: 8504 TOWNELEY PLACE
CAMA UTILITY PLAN
WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
THE CULLIPHER GROUP P.A.
ENGINEERING & SURVEYING SERVICES DATE:
151A HIGHWAY 24 10/9/1
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO.C-4482 SCALE:

MINDEPTHOF I_ ........... I MINDEPrHOF
2B
4B 1 15.51 1 88 1 14.5" 1 SCALE: NOT TO SCALE
PERVIOUS CONCRETE SECTION
-I
�>) I�>��•%���COMPACTED
SECTIONASPHALT • •
SCALE: NOT TO SCALE
ASPHALT & CONCRETE SECTION
LOCKABLE CAP FLUSH
WITH SURFACE
DRAIN
PIPE
SUBGRADE
SCALE: NOT TO SCALE
PERVIOUS CONCRETE
OBSERVATION WELL
N
' VEGETATED OUTLET SWALE I
T: 6 OF 7
ECT: PM2!
PERMEABLE PAVEMENT
71
1 + + 1
ACTIVITIES PROHIBITED:
SANDING
RE -SEALING
RE -SURFACING
POWER WASHING
STORAGE OF MULCH OR SOIL
STORAGE OF SNOW PILES
STORAGE OF HEAVY LOADS
APPLICATION OF SALT OR DE-ICERS
SCALE: NOT TO SCALE
PERMEABLE PAVEMENT SIGN
2-j INCH WASHED STONE
I6 THICK)
EX. EDGE OF
PAVEMENT
SCALE: NOT TO SCALE
STONE CONSTRUCTION ENTRANCE
E
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D I D
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DITCH WIDTH VARIES
YIN. YIDTH
SPILI
SECTION D-D
NOTE:
ROCK SHALL BE CLASS I RIP RAP
OR 057 STONE AS SHOWN.
i' MIN. THICKNESS CLASS
RIP RAP PLACED ON
DOWNSTREAM SIDE OF
CHECK DAM. 2' MIN L -
TOP OF BANK
+57 WASHED
STONE V
FLOW
2
'CH
ROM
15, MIN.
SPILLWAY SMALL BE I' MIN.
BELOW LEVEL OF LOWEST BANK.
SECTION E-E
TEMPORARY CHECK DAM
B'MAX.
FABRIC
STEEL POST - -
tn>. WIRE FENCE
FILTER FABRIC
a = nt y STEEL POST ///---BACKFILL TRENCH
AND COMPACT
THOROUGHLY
WIRE FENCE - :-- `T y 1 NATURAL
7I =--1 PLASTIC OR ROUND
WIRE TIES 110 0O
UPSLOP
t °•0 ° ° B'MIN
NATURAL i ( °
GROUND .i is i:i='3:'iciiiGl' : 24' °°0 °°O.
.wi--...iv AV e ° 00.
ORWARD ALONG.'.'.'.'.'.'
21" II FILTER II
II FABRIC II CROSS SECTION
VIEW
II II
II II
INSTALLATION NOTES:
I. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY.
2• INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
3. INSTALL POSTS 2F ABNIC PSTTHE
NSTREAM SIDERE. OF THE SILT FENCE. AND AS CLOSE AS POSSIBLE TO THE FABRIC. ENABLING POSTS
TO SUPPORT 4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES. ALL SPACED WITHIN THE TOP 8 INCHES OF THE FABRIC. ATTACH EACH TIE DIAGONALLY
45 DEGREES THROUGH THE FABRIC. WITH EACH PUNCTURE AT LEAST 7 INCM VERTICALLY APART. ALSO. EACH TIE SHOULD BE POS I7I ON TO
HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENT SAGGING.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL.
B. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
9. COMPACTION IS VITALLY INPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE
FRONT WHEEL OF THE TRACTOR. SKID STEER. OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE
FIRST. AND THEN EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS.
SCALE: NOT TO SCALE
SILT FENCE
KEYSTONE CAP UNIT
APPROXIMATE LIMITS
OF EXCAVATION
KEYSTONE CO PAC
111 UNIT
RelnkRceA Shc 24. UNIT DRAINAGE FI
0 (3/4'CNE) ROC
GEOGRID OR STONEI
REINfORCE1/ENT ��-�N.
Qt
GRID DEPTH r
DRAINAGE TIL PVC
DRAINAGE TILE \-OR CRUSHED S CONCRETE
OR CRUSHED STONE
Foundatlon Shc LEVELING PAD
NOTE: Compac III Unit - Near Vertical Setback
WHEN SITE CONDITIONS REQUIRE. WRAP DRAINAGE TILE IN 3/4' AGGREGATE AND
FILTER FABRIC WITH DRAINAGE COMPOSITE OR AGGREGATE BACK DRAIN. SYSTEM
AS DIRECTED BY GEOTECHNICAL ENGINEER.
SCALE: NOT TO SCA
REINFORCED WALL SECTION
DEVELOPER: HYDE INVESTORS. LLC
MAX 0. BARBOUR, SR.
ADDRESS: 8504 TOWNELEY PLACE
�E�EIVED
OCj 1 � 20\8
�CM.MHp C1SY
REVISIONS:
WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
I51A HIGHWAY 24 .10/9/1
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-4482 SCALE
- 001

' 50—
----
— — ---
40
30—
Z
- PROPOSED PROPOSED
PROPOSED
PROPOSED
PROPOSED
o
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PROPOSED GRADE (5%)
PROPOSED GRADE (5%)
DR VEWAY
PROPOSED RETAINING WALL
PROPOSED RETAINING WALL
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EXISTING BULKHEAD
- �. -r
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LA
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CROSS
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A2-A2
CCM_MHD
VISIONS:
NOTE: NO WETLANDS EXIST ONSITE RE9Y DATE
DEVELOPER: HYDE INVESTORS. LLC
MAX 0. BARBOUR. SR.
ADDRESS: 8504 TOWNELEY PLACE
RALEIGH. NC 27605-2026
40 20 0 40 80
SCALE:H: 1"= 40'
V• 1"= 10'
SHEET: 7 OF 7
PROJECT: PM2506- 001

VVII DFARE C01 D01MIl IUIMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
DEVELOPER
HYDE INVESTORS, LLC
MAX 0. BARBOUR, SR.
8504 TOWNELEY PLACE
RALEIGH, NC 27605-2026
SHEET:COVER
PROJECT: PM2506- 001
ENGINEER
j THE CU LlLI1[DH ER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
[phone] LICENSE N . C-4482
INGE .-tURNER, P.E. DATE
o° N CAR" -"
0� of V776 ��2
?;Q?
o
SEAL
36970 ?
RECEIVED
OCT 10 2018
DCM-MHG CITY

.BOGUE SOUND
/-SITE
a
�9A®9®BSEB9B®9®®®BBa9®® �
ME
�`
A®...®
LEGEND
= EXISTING IRON ROD
= EXISTING IRON PIPE
= RIGHT OF WAY
= TELEPHONE
= OVERHEAD ELECTRIC
= MAP BOOK
= DEED BOOK
= PAGE
= CLEAN OUT
= WATER METER
= FIRE HYDRANT
= COMPUTED POINT
= LIGHT POLE
= ELECTRIC
= SERVICE POLE
= POWER POLE
= WATER SERVICE
c6Nc.
N/F PHYLLIS SECHREST SLAB\
D.B. 1131 PG. 87
NCPIN 637508873796000
ADDRESS: 110 PIMA COLADA LANE
YRi B tfOq!
dyi 4:� is i j/
'SPLIT FEX CXAILG `
OP ^ Rfifl
` ` `AI% OESR STEPS
{, SPissT HAILENCE
N/F CECIL TYSON
D.B. 785 PG. 85
NCPIN 637512873424000
ADDRESS: 400 OLD CAUSEWAY ROAD
Y
r
`ION , 'CSh. 4sP`-5
.� .%'
PdW o
P-' 1�'i - '-
a=
w�
Y
sT j
`r q
N/F BLANCHE MITCHELL
D.B. TB P0. 89
()
NCPIN 637512873397000
4 II
CAUSEWAY
ADDRESS: 326 DLO CAUSEWAY ROAD
o
.800
NONMAL
Sp/
HOGUE SOUND
l�
sb'
'PILE
PILE
PILE ,
RILE
N I C.N AT
ER
CHANNEL
I, E. GLENN CORBETT. CERTIFY THAT THIS PLAT
WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
RECORDED IINNEBOOKS REFERENCEp510HAT (ONE BOUNDARIEISN
NOT SURVEYED PRE CIL ABLY INDICATED AS DRAWN FROM
INFORMATION FOUND IN BOOKS REFERENCED ON THE FACE
k.. CAR,` CpF�CUwLATE015 S PLAT: T1 A10000• THAT T THE RATIO OF PRECISION
PLATMEETSH<i�;ar THE REQUIREMENTS DF THE STANDARDS OF PRACTICE FOR LAND
,e20c �pE5`ICN .9: SURVEYING IN NORTH CAROLINA(21NCAC 56.1600)
THIS 11TH DAY OF JUNE.2018
SEAL 1
LC 5L0.JE��. PRDFES96NP1 LPMI SURVEYOR
LICENSE NUMBER
NOTES:
1) AREA BY COORDINATES.
21 THIS SURVEY IS OF EXISTING PARCELS OF LAND.
3) PROPERTY LINES EXTEND TO NORMAL HIGH WATER.
91 LOT AREA = 2.28 ACRES.
51 THIS MAP IS NOT FOR RECORDING.
EXISTING SITE DATA
TOTAL TRACT AREA = 2.28 ACRES 199.316.80 SF)
PRE-88 BUILT UPON AREA - 33.307.78 SF
% IMPERVIOUS = 33.53%
AREA WITHIN 75-AEC = 43.739. 17 SF
PRE-58 BUA WITHIN TS'AEC = 13.966.11 SF
% IMPERVIOUS = 31.93%
AREA WITHIN 30'BUFFER - 19,065.13 SF
PRE-88 BUA WITHIN 30'BUFFER = 3.344.40 SF
% IMPERVIOUS = 17.54%
NUMBER
IMPERVIOUS PREAts9.fU
1
1174.44
2
208.69
3
597.08
4
620.26
5
539.95
6
66.06
T
533.74
8
769.57
9
271.14
ID
459.89
11
739.83
12
769.08
13
55136
14
709.37
15
737.06
16
45.25
D
89TJ3
B
123.32
19
282.30
20
498.04
21
639.95
22
989.37
23
453.96
24
466.36
25
119.49
26
785.68
27
672.24
28
467.11
29
415.92
30
84.66
31
103.91
32
525.00
33
570.01
34
577.67
35
68.05
36
886.12
37
4198.36
35
9810.61
39
2709
40
25.65
41
193.45
42
20.15
TOTAL
33 301.T8
PIRATE GROUP. LLC
CHANNEL BAY MOBILE HOME PARK
CLIENT: MAX BARBOUR
ADDRESS: P.O. BOX 97397
RALEIGH. NC 27624
PHONE: [phone]
161-A NC HIGHWAY 24
MOREHEAD CITY.NC 28557
[phone]

RECEIVED
OCT 10 2018
DCM-MHD CITY

9
0
4 _"\

WIII�I pill,
IIIImW
NOT TO SCALE
LEGEND
= EXISTING IRON ROD
= EXISTING IRON PIPE
RIGHT OF WAY
= TELEPHONE
= OVERHEAD ELECTRIC
= MAP BOOK
= DEED BOOK
PAGE
= CLEAN OUT
= WATER METER
= FIRE HYDRANT
= COMPUTED POINT
= LIGHT POLE
= ELECTRIC
= SERVICE POLE
= POWER POLE
= WATER SERVICE
C C.
N/F PHYLLIS SECHREST SLAB\
D.B. 113l PG. 87
NCPIN 637508873796000
ADDRESS: 110 PINA COLADA LANE
N/F BLANCHE MITCHELL
D.B. 78 PG. 89
NCPIN 63T512873397000
ADDRESS: 326 OLD CAUSEWAY ROAD
30
15 0
30
60
SCAI F:
1"
= 30'
I&OGUE SOUND
CHANNEL
NOTES:
1E AREA BY COORDINATES.
2) THIS SURVEY IS OF EXISTING PARCELS OF LAND
3) PROPERTY LINES EXTEND TO NORMAL HIGH WATER
4E LOT AREA - 2.28 ACRES.
5E THIS MAP 15 NOT FOR RECORDING.
EXISTING SITE DATA
TOTAL TRACT AREA = 2.28 ACRES (99.316.80 SEE
PRE-88 BUILT UPON AREA = 33,301.78 SF
Z IMPERVIOUS = 33.53%
JAREA WITHIN 75'AEC = 43.739. 17 SF I
PRE -BB BUA WITHIN TS'AEC = 1].966.11 SF
% IMPERVIOUS - 31.93%
AREA WITHIN 30-BUFFER = 19.065. 13 SF
PRE-88 BUA WITHIN 30'BUFFER = 3.344. 40 SF
% IMPERVIOUS = 17.54%
NUMBER
IMPERVIWS MEAIs .IfJ
1
I
209.690IL69
3
08
4
620..
5
53926
30.95
9
6
66.06
J
533.57
8
9
271.14
10
459.859.8
11
739.83
12
13
55t36
14
09.09.73
15
06
16
45J.06
5.26
17
99)J]
19
123.32
10
7BJ.387.30
20
9.
21
63 95
22
989.95
37
23
453.
24
39
66.6
25
119.4 9
26
785.
27
29
467.24
11
29
16.9
30
84.664.66
3'103.91
32
J5.0575.0
3}
570.01
34
577.67
35
68.05
36
96.16.12
37
419836
39
9810.61
30
2. Dg
40
25.65
41
193.
9}.45
42
O.L5
TOTAL
33 JOLJB
RECEIVED
OCT 10 ZU18
DCM-MHD CITY
GROUP. 1-LC
I, E. GLENN CORBETT, CERTIFY THAT THIS PLAT
EXISTING CONDITIONS SURVEY
WAS DRAWN UNDER MT SUPERVISION FROM AN ACiUI�L
SURVEY MIRE UNDER MYSUPERVISION<THEEO DESCRIPTION
NOTOSIUIRVVEYED BOOKS
CLEFPRLYN INBICNTED AS OFAWNDFROM
CHANNEL BAY MOBILE
HOME PARS
INFORMATION POUND M BOOHS REFERENCED ON THE FACE
THIS PLATS: THAT RATIO OF�SPRECISION AS
C U '
LOF
pTpHE
THE REQUIREMENTS CF OTHE THAT
OF PRACTICE FOR LAND
MOREHEAD TOWNSHIP, CAgTERET COUNTY. NORTH CAROL INp
SURVEYING IN NORTH CAROLINAt21 NCAC 56. 16W)
THIS I1TH DAY OF JUNE, 2018
CLIENT: MAX BARBOUR
U V Y
am_____
H 05/22/18
______
ADDRESS: P.O. BOX 97397
DRAWN:
PROFES511)NA LAW SURVEYOR
LEIGH. NC 27624
L 340)
PHONE: 919-BIT-4239
GC
__________
LICENSE NUMBER
® To .. ...............
PPROVED:
151-A NC HIGHWAY 24
MOREHEAD CITY, NC 28557
(2521773-0090

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LEGEND
= EXISTING IRON ROD
= EXISTING IRON PIPE
RIGHT OF WAY
= TELEPHONE
= OVERHEAD ELECTRIC
= MAP BOOK
DEED BOOK
= PAGE
= CLEAN OUT
= WATER METER
= FIRE HYDRANT
= COMPUTED POINT
= LIGHT POLE
= ELECTRIC
= SERVICE POLE
= POWER POLE
= WATER SERVICE
N/F PHYLLIS SECHREST "
D.B. 1131 PG. 87
NCPIN 637508873796000
ADDRESS: 110 PINA COLADA LANE
I'IN,g
--
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S¢
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zoio i �mn`n i z zn i o�r3Fz
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N/F CECIL TYSON <
D.B. 785 PG. 84
NCPIN 637512873424000
ADDRESS: 400 OLD CAUSEWAY ROAD
My PP
a
WRAT
LIII
BOGUE SOUND
}ICE
NOTES:
t) AREA BY COORDINATES.
21 THIS SURVEY IS OF EXISTING PARCELS OF LAND.
3) PROPERTY LINES EXTEND TO NORMAL HIGH WATER.
4) LOT AREA = 2.29 ACRES.
5) THIS MAP IS NOT FOR RECORDING.
EXISTING SITE DATA
10 TOTAL TRACT AREA = 2.28 ACRES 199.316.80 SF1
.c PPE -BB BUILT UPON AREA = 33 J01.78 SF
PILE X IMPERVIOUS 33.53X
EXISTI N4
P 1iE 6UL�AxcEAO AREA WITHIN 75'AEL = 43.i]9.17 SF
OGDCDF. XR IMPERVIOU5OA 1=H3N 93X EC = 13.966. 11 SF
'E
AREA WITHIN 30-BUFFER - 19-065.13 SF
E (up �.4E.ae EMAc XRE BOA IMPERVIOU$ITHIT.$4X IN UFFER = 3.394.40 SF
PILE
BIRR A
N ION RATER
IN' ER
PIER
CHANNEL
NUMBER
IMPERVIOUS AREAfs .ft.)
1174.44
2
208.69
3
597.08
620.2fi
5
539.95
6
66.06
7
533.74
8
769.57
9
271.14
10
459.89
1
739.83
12
769.88
13
551.36
14
709.37
15
737.06
16
45.26
17
897.73
18
123.32
19
787.30
20
498.04
21
639.95
22
989.37
23
453.96
24
466.36
25
119.49
25
785.68
27
672.24
28
467.11
29
416.92
30
84.66
31
103.91
32
575.00
33
570.01
34
577.67
35
68.05
36
885.12
37
4198.36
3B
9810.61
39
27.09
40
25.65
41
193.45
2
0.15
TOTAL
33 351.7B
Woo euu xRAo
NORxAL M14X VATER
ENul1xzp� REFERENCES:
Iz xWxxL MIGxE::¢R OWNER: N/F PIRATE GROUP. LLC
N/F BLANCHE MITCHELL D.B. 1502 PG. 429
D.B. 78 PG. 09 M.B. 29 PG. 586
ADDRESS: T3268OLD CAUUSEWAY ROAD 00 ADDRESS:T408eFin7cAOFPwAy on
I. E. GLENN CORBETT. CERTIFY THAT THIS PLAT ACTUAL
EXISTING CONDITIONS SURVEY
WAS DRAWN
UNDER MY SUPERVISIONFROM
DESCRIPTION
R CORDED IN BOOKS REF[[RENCEDN THAT TH[ BOUNDARIES CHANNEL BAY MOBILE HOME PARK
N T SURVEYED PRE CLEPALY INDICATED AS DRAWN FROM
INFORMATION FOUND IN BOOKS REFERENCED ON THE FACE
OF INS PLAT: THAT THE RATIO OF PRECISION AS ....G:°7 CpyC1RATED 1S 1: 10000•: THAT THIS PLAT MEETS
THE REQUIREMENTS bF THE STANDARDS OF PRACTICE FOR LAND MOREHEAD TOWNSHIP, CAgTERET COUNTY. NORTH CAflOLINA
=a .4Esslo '.M13 RV
z
SO EYING W NORTH CPROLINA(21 NCAC 56. 1600)
THIS 11TH DAY OF JUNE. 2018
CLIENT: MAX HARBOUR
SURVEI
SEAL -.
a
Lg.O]-4-�_
ADDRESS: P.O. BOX 9T397
H 057
F.'h05 °
___________________
PROFESSIONN. LAND SURVEYOR
HALE IGH. NO 27624
DRAWN:
plE ,
3
!'�,IE ,u '
.. mmwe.m
PHONE: [phone]
EGC
uceN�si innAeeR ---
LICENSE
APPROV
30 5 (] 30 6�
THE CULLIPHE
C-44B EGC
ENGINEERING 8 SURVEYINGEORRVIUSR
DATE:
228557
MOREHEAD CITY. NO
06/11/
SCAT F: 1" _ 30'
[phone]
IP _. p.- - -_ _
scALE:
i

RECEIVED
OCT 10 2018
DCM-MHD CITY

ROGUE SOUND
amlpnuh ,
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....IIII®I.......--------------
hios ®DRm ®R�
LEGEND
= EXISTING IRON ROD
= EXISTING IRON PIPE
= RIGHT OF WAY
= TELEPHONE
= OVERHEAD ELECTRIC
= MAP BOOK
DEED BOOK
= PAGE
= CLEAN OUT
= WATER METER
= FIRE HYDRANT
= COMPUTED POINT
= LIGHT POLE
= ELECTRIC
= SERVICE POLE
= POWER POLE
WATER SERVICE
N/F PHYLLIS SECHREST
D.B. 1131 PC. 87
NCPIN 637508873796000
ADDRESS: 1f0 PINA COLADA LANE
MINA c--
i r.._..------
Ao _
LA E
II ti�nQ 11 JryW" I VR I W 6v -
I vICO¢ 1 ymmQ 1 W N� 1 N�O-Q/
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mn4i E is i wm �O� i �m�
zoz� i imam i s za
I �2� 1 wOLLn 1 'H zs -
i
N/F CECIL TYSON '2
D.B. 785 PG. 84
NCPIN 637512873424000
ADDRESS: 400 OLD CAUSEWAY ROAD
y;PP
T, 2� 4•E
PP
�PEH I G0
y DEil: y/�T EPS
N/F BLANCHE MITCHELL
D.B. 78 PG. 89
NCPIN 637512873397000
ADDRESS: 326 OLD CAUSEWAY ROAD
ROGUE SOUND
NOTES:
1) AREA BY COORDINATES.
2) THIS SURVEY IS OF EXISTING PARCELS OF LAND.
3) PROPERTY LINES EXTEND TO NORMAL HIGH WATER.
4) LOT AREA = 2.28 ACRES.
51 THIS MAP IS NOT FOR RECORDING.
EXISTING SITE DATA
IG TOTAL TRACT AREA 2.28 ACRES (99.316.80 SFI
'X PRE-88 BUILT UPON AREA = 33.301.78 SF
PILE X IMPERVIOUS 33.53%
EII STI HG
P 1iE vmD AREA WITHIN 75"AEC = 43,739.17 SF
o 6ULKHEAD PRE-88 BOA WITHIN. 93XAEC 13.966.11 SF
Fi
AREA WITHIN 3D'BUFFER = 19-065.13 SF
I B'E I(uA PRE -BB BOA WITHIN 30'BDFFER = 3.344.90 SF
EMUG Y IMPERVIOUS = 17.54%
5P '`iTP4y STEP$•
I +
PAVEflS
�FT
�12B * 0�
' y�
Epl Si lxtl
L, L
`
s x IaG�iRp
„jBJ +ryg. �We •, I /
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mGE �
�
PILE
r ys
oE�RW/ tit a;., �� HDDD
I' 1.tY1 VRN� ��yj iD .pB , F/u DOCK
SiO3 9237'E
P /')i '4P
/eLW
4p
HciD 5s u
TEYS
REtp
iflES A t
mSi/PPS
G01 fFEr%fO
IA V Y 0 GG
JG u °
CHANNEL
s N t\ +eRou
DECK '
L
- Yom
L Si WOOD BULKH10
yywmy i NORMAL HIGH WATER
r t. LV 0� 05t '?•.
'PILE
_....
L E. GLENN CORBETT, CERTIFY THAT THIS PLAT
SURVEYAMAADE AUNDER MY SUPERVISION
ONR (DEED DESCRIPTION
RECORDED IN BOOKS REF[RENCED): THAT TH[ BOUNOMIES
NOT SURVEYED ME CLEARLY INDICATED
AS DRAWN FROM
INFORMATION FOUND W BOOKS REFERENCED ON THE FACE
t""C>R •''
..•i'ti, ..,, ,
OF
CALCULA EO IS TSAt00001RAT10 OF PRECISION AS
HE RE THAT THIS PLAT M ETS
FCMOLNM21
'J'4 H9te
4"'v.. `=,
SURVEYINGRN NORTH NCAC 56.1600)TICE FOR
THIS 11TH DAY OF JUNE. 2018
'4 SEAL : n
E L. A07
_______________SURVEY_______________________
PROFESSIONN. LAND SURVEYOR
LICENSE NUMBER
NUMBER
IMPERVIOUS MEA(sq.ILl
1174.44
2
208.69
3
597.08
4
620.26
5
539.95
6
66.06
7
533.74
e
769.57
9
271.14
10
459.89
11
739.83
12
769.88
13
551.36
14
709.37
15
737.06
16
45.26
17
897.73
18
123.32
19
787.30
20
498.04
21
639.95
22
989.37
23
453.96
24
466.36
25
119.49
25
785.68
27
672.24
28
467.11
29
415.92
30
84.66
31
103.91
32
575.00
33
570.01
34
577.67
35
68.05
36
886.12
37
4198.36
38
9810.61
39
27.09
40
25.65
41
193.45
2
70.15
TOTAL
33.301.78
IRATE GROUP, LLC
CHANNEL BAY MOBILE HOME PARK
LAND MOREHEAD TOWNSHIP, CARTERET COUNTY. NORTH CAROLINA
CLIENT: MAX BARBOUR SURVEYED:
__-__-- ADDRESS: P.O. BOX 97397 H OS/22/1B
RALEIGH. NO 21624 DRAWN:
PHONE: [phone] EGC
APPROVED:
THE CULLIPHER GROUP P,A, -141 EGC
ENGINEERING A SURVEYING SERVICES DATE:
151-A NO HIGHWAY 24
MOREHEAD CITY, NO 20557 06/11/18
[phone] .._.. _
Wi�

RECEIVED
OCT 10 2018
DCM-MHD CITY

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LEGEND
= EXISTING IRON ROD
= EXISTING IRON PIPE
= RIGHT OF WAY
= TELEPHONE
= OVERHEAD ELECTRIC
= MAP BOOK
= DEED BOOK
= PAGE
= CLEAN OUT
= WATER METER
= FIRE HYDRANT
= COMPUTED POINT
= LIGHT POLE
= ELECTRIC
= SERVICE POLE
= POWER POLE
= WATER SERVICE
N/F PHYLLIS SECHREST ----
D.B. 1131 PC. 87
NCPIN 637508873796000
ADDRESS: 110 PINA COLADA LANE
PINS_.-
:� 1'f4D� i`�NE j Nb� I O¢ 1 UO I
I Qn¢ 1 �ry N� I UQ 1 W U
j ytim¢ I 3mh¢ i w W� i � pi
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'GIL IT
PP
^ FONCGI
91
rI
? j
/�: Ii OPEM WOOLL��G��=YID'
N/F CECIL TYSON e
D.B. 785 PG. 84
NCPIN 637512873424000
ADDRESS: 400 OLD CAUSEWAY ROAD
PP
I
➢OGUE SOUND
?P;',5i€ s/
}ILE :DOD
COCK
FISH CLEMING
STATION
PILE
4ILE
BNLMNEAD
HIGH WATER
CHANNEL
NOTES:
11 AREA BY COORDINATES.
2) THIS SURVEY IS OF EXISTING PARCELS OF LAND.
3) PROPERTY LINES EXTEND TO NORMAL HIGH WATER.
4) LOT AREA = 2.28 ACRES.
5) THIS MAP IS NOT FOR RECORDING.
EXISTING SITE DATA
TOTAL TRACT AREA = 2.28 ACRES (99.316.80 SFl
PRE -BB BUILT UPON AREA = 33,301.78 SF
% IMPERVIOUS = 33.53%
AREA WITHIN 75'AEC = 43.739.17 SF
PPE -BB BOA WITHIN 75'AEC = 13.966.11 SF
% IMPERVIOUS = 31.93%
AREA WITHIN 30'BUFFER = 19-065.13 SF
PRE -BB BOA WITHIN 30'BUFFER = 3,344.40 SF
% IMPERVIOUS = 17.54%
NUMBER
IMPERVIOUS AREA(sy.R.)
1
T4.44
2
208.59
3
597.08
4
620.25
5
539.95
5
66.06
T
533.74
8
769.57
9
221.14
10
459.89
11
]39.83
2
769.68
13
551.36
14
709.37
15
]3].06
16
45.26
17
897.73
IB
123.32
19
]8T.30
20
498.04
21
639.95
22
989.32
23
453.96
24
466.36
25
119.49
25
]85.68
27
672.24
28
467.11
29
415.92
30
84.66
31
103.91
32
575.00
33
5]0.01
34
5]T.6]
35
68.05
36
886.12
37
4198.36
38
9810.51
39
22.09
40
25.65
41
193.45
2
20.15
TOTAL
33301J8
WOOD HILRHE"' N.., HIGH WATCH
Iznxc B e.n REFERENCES:
Sz xmu.L xiui ureR OWNER: N/F PIRATE GROUP. LLC
N/F BLANCHE MITCHELL D.B. 1502 PG. 429
D.B. 78 PC. 89 M.B. 29 PG. 586
NCPIN 637512873397000 NCPIN 637508874673000
ADDRESS: 326 OLD CAUSEWAY ROAD ADDRESS: 402 OLD CAUSEWAY RO.
I,E.GLENN CORBETT,CERTIFY THAT THIS PLAT
EXISTING CONDITIONS SURVEY
WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MYSUPERVISION(DEED DESCRIPTION
NOiOSURBETE00ARE CLEMIY INDIICATED AS DRAWNOFROM
CHANNEL BAY MOBILE
HOME PARK
INFORMATION FOUND IN BOOKS REFERENCED ON THE FACE
OpFL THIS PLAT; THAT THE RATIO OF PRECISION AS
-' SO Y(%;a„
">�
THECREOUIREMENTS OOF OTHE STANDARDSL OF PRACTICE FOR LAND
MOREHEAD TOWNSHIP. CARTERET COUNTY. NORTH CAROLINA
GCS`/c'49
SURVEYING IN NORTH CAROLINA(21 NCAC 56. 1600)
THIS 11TH DAY OF JUNE. 2018
CLIENT: MAX BARBOUR
SURVEYED:
SEAL _.
H /18
yo
___________________
PROFESSIONAL
ADDRESS: P.O. BOX 97391
RALEIGH.
DRAWN:
WN-.
. E)yGF`t.c
-`"GIiCO:'
LAND SURVEYOR
L-340T
NO2T624
PHONE: 919-84T-4239
EGO
3 6Q
__ _
LICENSE NVM9ER
THE CULLIPHER GROUP P.A.
APPROVED:
C-44B^Etc
ENGINERRMG & SURV6YIN0 SERVIC65
DATE:
151-A NC HIGHWAY 24
MOREHEAD CITY. NC 28557
06/11/18
1252) 023-ODOO
SCALE:
- 30
E. GLENN COR➢ETA, P.LS.

RECEIVED
OCT 10 2018
DCM-MHD CITY

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LEGEND
= EXISTING IRON ROD
= EXISTING IRON PIPE
RIGHT OF WAY
= TELEPHONE
= OVERHEAD ELECTRIC
= MAP BOOK
DEED BOOK
= PAGE
= CLEAN OUT
= WATER METER
= FIRE HYDRANT
= COMPUTED POINT
LIGHT POLE
= ELECTRIC
= SERVICE POLE
= POWER POLE
= WATER SERVICE
D
SCALE
N/F PHYLLIS SECHREST
D.B. 1131 PG. 87
NCPIN 637508873796000
ADDRESS: 110 PIMA COLADA LANE
y;PP
I ? ,
N/F CECIL TYSON r 1
D.B. 785 PG. 64
NCPIN 63751 2 873424000
ADDRESS: 400 OLD CAUSEWAY ROAD '
N/F BLANCHE MITCHELL
D.B. Te PG. 89
NCPIN 63T512873397000
ADDRESS: 326 OLD CAUSEWAY ROAD
30 15 0 30 60
SCAM F: 1 " =30'
HGFAL
w
BOGUS SOUND
I' LE
NOTES:
1) AREA BY COORDINATES.
2) THIS SURVEY IS OF EXIST7PARCELSUF3) PROPERTY LINES E%TEND T4) LOT AREA = 2.28 ACRES.
5) THIS MAP IS NOT FOR REC
91LE
BIRF.HEAD
HIGH MATEP
CHANNEL
LXI611NO SITE DATA
TOTAL TRACT AREA - 2.28 ACRES (99-316.80 SF)
PRE-88 BUILT UPON AREA = 33.301.78 SF
% IMPERVIOUS - 33.53%
AREA WITHIN 75'AEC = 43.739.17 5F
PRE-85 BUA WITHIN 75'AEC = 13.966.11 SF
R IMPERVIOUS = 31.93%
AREA WITHIN 30'BUFFER = 19-065.13 SF
PRE-88 BUA WITHIN 3D'BUFFER = 3.344.40 SF
% IMPERVIOUS = 17.54%
NUMBER
IMPERVIOUS AREAIsR.f.)
tg4.44
2
208.69
3
59T.08
4
620.25
5
539.91
6
66.06
T
533.T4
8
T69.5T
9
2T1.14
10
459.89
11
T39.83
12
T69.88
13
551.36
14
T09.3T
15
737.06
16
45.26
17
897.73
18
123.32
19
787.30
20
498.04
21
639.95
22
989.37
23
453.96
24
466.35
25
119.49
26
785.68
27
572.24
28
46711
29
415.92
30
84.66
31
103AD
32
5T5.00
33
5T0.Ot
34
577.67
35
68.05
36
886.12
37
4198.36
38
9810.61
39
2T.C9
40
25.65
41
193.45
42
70.15
TOTAL
33 JO1J8
GROUP. LLC
I.E.GLENN CORBETT,CERTIFY THAT INS PLAT EXISTING CONDITIONS SURVEY
WAS PRAWN NDER MY SUPERVISION FROM AN ALTUAL
SURVRECORDED
Y D IN UNDER MY SUPERVISION (PEE[D DESCRIPTION CHANNEL BAY MOBILE HOME PARK
NOTOSU1RVVEYE�OME REFERENCED);
INDICATEDASAS DRAWN BOUNDARIES
INFORMATION FOUND IN BOOKS REFERENCED ON THE FACE
OF THIS PLAT: THAT THE RATIO OF PRECISION AS
s° CAR THE RI,ATEO IS 1:10 000•: THAT THIS PLAT MEETS
oL 6", THE REQUIREMENTS bF THE STANDARDS OF PRACTICE FOR LAND MOREHEAD TOWNSHIP. CAfl iERET COUNTY, NORTH CAROL INA
�er°FEB V"' fi x= SURVEYING
HIS EYINGOIN OF H E'�2 LI A(21NCAC 56.1600) CLIENT: MAX BARBOUR p
SEA
L340T Cpr`�� ADDRESS: P.O. BOX 9T39T
PROFESSION& LAND SURVEYOR RALEIGH. NO 2T624
EGC
L-3407 PHONE: 919-84T-4239
LICENSE NUMBER THE CULLIPHER GROUP P.A. C-4482
ENGINEERING 8 SURVEYING 521LVICFS
151-A NO HIGHWAY 24
MOREHEAD CITY, NO 28559
2252) V'20-OOBO

RECEIVED
OCT 10 2018
DCM-MHD CITY

BOGUE SOUND
/-SITE
CJ
■�11�1■1n�■■�■■�1� .Y.N'
■x�mmom�
x x■ iHx■x�■
Lwnxneee■e■nnn G
SCALE NOT TO SCALE
LEGEND
EIR = EXISTING IRON ROD
EIP = EXISTING IRON PIPE
R/W =RIGHT OF WAY
TEL = TELEPHONE
BE = OVERHEAD ELECTRIC
MR = MAP BOOK
DB = DEED BOOK
PG - PAGE
CO = CLEAN OUT
WM = WATER METER
PH = FIRE HYDRANT
Cp = COMPUTED POINT
LP = LIGHT POLE
ELEC = ELECTRIC
Sp SERVIP = POWER POLE
POLE
WS = WATER SERVICE
ROGUE SOUND
1. E. GLENN CORBETT CERTIFY THAT THIS PLAT
WARS DRAWN UNDER MY SUPERVISION FROM µ ACTUAL
SU VEY MODE UNDER MY SUPERVISION (DEED DESCRIPTION
RECORDED IN BOOKS REFERENCED, THAT THE BOUNOORIES
NOT SURVEYED µE CLEARLY INDICATED AS DRAWN FROM
INFORMATION POUND IN BOOKS REFERENCED (D THE FACE
CgOF THIS ED I' THAT
t0 000 :RATIO OF PRECISION q5
s TNECREOUWtEMENTS bF THAT LAT MEETS
SURVEYING E NORTH THE STpNOMDS OF PRACTICE
i THIS llTN OAT CAROLINAQI NCAC 56. 16FOR LAND
a EEAL {( - OF JUNE.2018
L3 J r.
T J�. PR�SX)NAL LAND _______
3i0 'a ___---__-_
+.."V L-340>
LICENSE HIIMBER
3n,
NOTES:
11 AREA BY COORDINATES.
21 THIS SURVEY IS OF EXISTING PARCELS OF LAND.
31 PROPERTY LINES EXTEND TO NORMAL HIGH WATER.
41 LOT 4gE4 2.28 ACRES.
St THIS MAP IS NOT FOR RECORDING.
TOTAL TRACT vhlH
PRE-88 BUIL i AREA UPON AREA = 2.28 ACRES (99.316.80
% IMPERVIOUS = 33. ARE = 33.301.T8 SF
AREA WITHIN "'AEC = 43.739.17
PRE-RB 8114 WITHISF
X 14PERVIOUS = N T5'AEC = 13.966.11 SF
31.93%
AREA WITHIN 30'BUFFE4 = 19,065.13
PRE-89 BUA WITHIN 30'8SF
UFFER = 3.3q SF SF
% IMPERVIOUS = 17.54x
2
3
208.69
4
597.08
5
620.26
6
539.95
J
66.06
B
533.74
9
769.57
10
2J1.14
11
459.89
2
73983
13
759.88
14
551.36
15
70937
6
737,06
D
45.26
8
B9J.J3
9
123.32
20
737.30
21
498.04
22
639.95
23
989.3J
24
453.96
25
466.36
26
119.49
2J
785.68
28
672.24
29
46J.11
30
416.92
31
84,66
32
10191
33
5J5.00
3
570.01
35
577.67
36
68.05
3J
BB6.12
39
4198.36
39
9810.61
41
2J.09
25.65
193.45
GROUP. LLC
CHANNEL BAY MOBILE HOME PARK
CLIENT: MAX BARBOUR
ADDRESS: P.O. BOX 9T39J
RALEIGH, NO 27624
PHONE: [phone]
151-A NC HIGHWAY 2q w0
MOREHEAO CITY. NO 28557
[phone]

RECEIVED
OCT 10 2018
DCM-MHD CITY

WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
DEVELOPER
HYDE INVESTORS, LLC
MAX 0. BARBOUR, SR.
8504 TOWNELEY PLACE
RALEIGH, NC 27605-2026
SHEET:COVER
PROJECT: PM2506-- 001
ENGINEER
THE CU L,lLIP H[]ER GROUP, P.A.
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
[phone] LICENSE 4482
_ Gam11D I ��
INGE Y. -tURNER, P.E. DATE
GA Rp"�'�O
=p��oFe
e
SEAL 9�s
• 36970
RECEIVED
DEC 0 7 2018
DCM-MHD CITY
OCT 10 2018
DCM-MHD CITY

------ ENAI1. ST3.30'04'E Iq1• 5T2.O.14 •E
--__- 69. 21Aw
c
AC - ACNE INV - INVERT
AEC - AREA OF LF - LINEAR FEET
ENVIRO6ENTµ CONCERN MAX- W%I HIM
SLOG - BUILDING ME. - MINIMW BUILDING LINE
GAG - BEARING MIN - MINIMUM a - CUBIC FEET X/F - MON OR FORMERLY
C. - CENTERLINE RUN - MMWL HIM WATER
D6 - ONAWWAY HIS - NOT TO SCALE
EL - ELEVATION O.C. - ON CENTER
EIR - F%. IRON ROD R - RADIUS
EO' - EDGE OF PAVEMENT M - RIGNT-OF-6AY
E% - EXIST INO AN - SHEETFE - FINISHED ELEVATION SIR - BET IRON ROD
FF - FINISHED FLUOR SIX - STATION
FT - FEET TV - TYPICAL
OV - WTE VµV
— — - MADE AT CENTERLINE
PERVIOUS PAVEMENT
—V— PROPOSED 6diERL IHE
EXISTING CONTOUR
—r— PROPOSED CONTOUR CON[flETF
ILAND DISTURBANCE LIMITS
I SILT FENCE ROOF OVERHANG
pW OWERVATION WELL
—30' CAM BUFFER— — — — _ — — — _
PNYLLI" 6,�REST AD IAHE -------___--- ---
E'9.36315066PNACOI. A
RppOpESS: 110 I
I I i I I I I I II
i i I i i I' I I' ! Q
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m Owm6ONVJ CHANNEL BAY DRIVE
I_ _________ _
I
aG.ioo zmIMODIFIED HANERHEAO �B6eiSn�Y']9'E -
ioi I icio I 40do I i'-mz 1 'o"nO= I -
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T J I—1t6.5199'30 r•.; .'•.:•':---'--/."
I m ID'PIYEIEMf
I - PERMEABLE PAVEMENT " .:::: 8A /
CD.D SIGNAGE. SEE DETAIL .; / / I ,
. -1 r L------5' MBL--- IRS .
-----
0 20 0 40 :0
PROJECT: 06 001
0 88 I/
2 �
N/f C109 PG BO 424OG 4 ROAD
B.S.
111 32 ppDE55,90D OLD
EXISTING BULKHEAD
i I] S NORMAL HIGH PATER
--""- - N79- 1 2 IS I I
42.95
m
SITE DATA
TOTAL TRACT AREA = 2.28 ACRES
AREA WITHIN 75'AEC = 43.739.17 SF
AREA WITHIN 30'BUFFER = 19.065.13 SF
PRE-88 BUILT UPON AREA = 33.301.76 SF
PRE-88 BUA WITHIN T5'AEC = 13.966.11 SF
PRE-88 BUA WITHIN 30'BUFFER - 3.344.40 SF
RIVER BASIN =WHITE OAK
RECEIVING STREAM = BOGUE SOUND
STREAN CLASS = SAIHOW
STREAM 10 - 20-36-(8.5)
PROPOSED BUILT UPON AREA
BUILDINGS = 20.640 SF
ORVIE= 10.032 SF
CONCRETE ORI VEWAY = 2.323 SF
FUTURE MISC = 306 SF
ACT& = 33.301 SF
PROPOSED PERVIOUS PAVEMENT = 10.17T SF
PROPOSED BUA WITHIN 75'AEC = 13.947 SF
PROPOSED % BUA WITHIN T5'AEC = 31.89%
PROPOSED BUA TREATED WITHIN 75'AEC = 5,811 SF
PROPOSED EFFECTIVE % BUA WITHIN TS'AEC = 18.60%
PROPOSED BUA WITHIN 30'BUFFER - 0 SF
RECEIVED
DEC 0 7 2018
DCM-MHD CITY
NOTE: NO WETLANDS IXIST ONSITE
DEVELOPER: HYDE INVESTORS. LLC
MAX 0. BARBOUR. SR.
ADDRESS: 8504 TOWNELEY PLACE
PERVIOUS PAVEMENT
CONCRETE
RECEIVED
OCT 10 2018
DCM-MHD CITY
REVISIONS:
R0. I BY I DATE I DESCRIPTION
WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
151A HIGHWAY 24 10/9/18
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO.C-4482 SCALE:
1" = 40'

L
SEEDING SCHEDULE
SEED BED PREPARATION
LIME 2 TORSI.0
10-10-ID - 1.000 LBsrAC
SURFACE ROUGHENING: IF MOUNT TILLAGE OPERATIONS HAVE RESULTED
IN A LOOSE SURFACE. ADDITIONAL ROUGHENING MY NOT BE REQUIRED
EXCEPT TO BREAK UP LARGE UODS. IF RAINFALL CAUSES THE SURFACE ,
TO MOW SEALED OR CWISTEO. LOOSEN IT JUST PRIM TO SEEDING BY
DISKING. RACING M NARROWING. GROVE OR FORD. SLOES STEEPEN
THAN 511 ON ME CMTLLL4 BEFORE SEEDING.
TEMPORARY SEEDING I N5I MIXTURE pWYltl?G EBl0.E6n4O A
A.
RYE MGRAIN)--- 120 LBsnc No 1131 066pl 0pLP8
KOBE LESPEDEZA (SCARIFIED) O LBS/AC perN s.. 51p plNA
TO EX ANNUAL LESPEDEZA WHEN OUftei101 OF TEMPORARY COVER IS NOT 'DOBE55'
TO E%FEIm BEYOND JUKE]
1APR L la -AUGUST IS)
GERMAN MILLET - 40 LBS/A[
(AUGUST 15- 0 aMm a Bm
RYE INI-- - 25 VG
T ISIV
j
IMF IT IS NECESSARY TO EXTENTEMPORARYY OVER SEVEN JUTE 15. ------ __________________ 1
OV€PSffO WITH
ITN 50LB/4C FOBE.1 - r
PERMANENT SEEDING MIXTURE _______ PINA COLADA L
TALL FESCM ----60 LOSrAC. 'T __ __________
PENSACOLA BWIAGRA55 50 LBS/AC
SEA ICE LESPEDEZA-- 30 LBS/AC
XDBE LESPEDEZA-- 10 LPS/AC
1. FROM SEPTEMBER 1 - MARCH I. USE UNSCARIFIED SERICEA SEED
2. O POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE
TO SD LBSrAC
S. WERE A HEAT APPEARANCE IS OESIREO. MIT SERICEA AND
IMASS KOBE TO 40 LBS/AC.
A. BETKEEN APRIL 15 AND AUGUST 15. ADD ID LB/AC GERM MILLET
OR 15 LB/eC SUMNCRASS, PRIOR TO MAY 1 OR AFTER AUG 15. ADD
25 LB/AC RTE IGRA INN.
PERMANENT SEEDING MIXTURE (SWALES & DITCHES)
COMW 3ERAMAGRA55 00 LBS/AC I &
MULCHING 9z. I ma
STPAWIMEAT. OATS. BARLEY.RYEM- 1-2 TONS/AC )AFTER SEEDING? I
ZOFQ J I w (STRAW DUALITY SHALL BE DRY. MCHUPEO 8 UNWEATHERED) I m w0. o w
ASPHALT TACK ---200 GLL.rTDX OF MULCH Nome ma
1. APPLY 4000 LB/AC SAW. ANCHOR STRAW BY TACKING WITH ASPHALT. I CmKmi I <,;.l
STRAW. I WmmQ I Uo+m4 /
NETTIxO.ON A NUL AYCHOAING TOM. A DISK VIM BLADES SET NEARLY Ymr I I I 1
SMA 07 CAN BE USED e5 A NECN ANCHORING TOOL. Y
2. A ClUMNEL LINING MATERIAL ISEE DETAIL BELOW) SHALL COVER ME I wvidZ I �60V I OOum+Lwi x \
BOTTOM OF WALES 6 OITIN S. THE LINING SXIJ.L EXTEND e00YE THE Of 20 I im21 I I Cmra
HIGHEST DEPTH OF FLOW WITHIN GIVEN GIANNEL. M CHANNEL 510E m I„myo Ir.1 j1yb2
SLOPES ABOVE THIS MIGHT APPLY ]TRAY AS PREVIOUSLY INSTRUCTEO. I Z Z� I imi I Pmi I
TIME OF APPLICATION ¢mzn Wm�m
THE ANGLE FOR GRADED SLOPES M FILLS SHALL BE NO GREATER MAN THE I I I -m.VO I ZG2�
AN
THAT CAN BE RETAMED BY VEGETATIVE COVER OR OTHER AOEOATE
EPOSIM{DNIPOL DEVICES M STPUCIYNES. IN ANY EVEXi. SLCPES LEFT
EXPOSED WILL. WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY
PN4M OF
GRADING. BE PLANTED Oft OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND OVER. DEVICES. ON STRUCTURES SUFFICIENT -
EROSION. I
MAINTENANCE
IF CHMM Is LESS THAN FULLY ADEQUATE. REFERTILIZE IN THE MCMD / \I
TERM EA I SOM LB/AC 10-10-10 IXMREIZEE. ED. AS NEEOEDFERTILIZE
AND ) I I a
SERICEA Is MITTEO FROM THE YFERTILI ER. MON FERTILIZE AND LARCH I
DAMAGED AREAS IMMEDIATELY. 'I / !� r B
I /
/ 6• \ n \ 66
AC - ACRE - INN - INVERT
AEC - AREA OF LF - LINEAR FEET
ExVIRMMEATAL CMCERN A" - YAXIWN
BLDG - BUILDING IEL - MINI NUM BUILDING LINE
KING - BEARING MIN - YINIWN
CF - CUBIC FEET H/F - NOW O FMKURI
CL - CENTERLINE NNW - NORMAL HIGH WATER
ON - DRIVEWAY NTS - NOT TO SCALE
EL - ELEVATIM O.C. - ON CENTER
EIR - EX. IRM PO R - RADIUS
EDP - EDGE OF PAVEMENT R/W - RIGHT-GF-WAY
EX - EX ISTINO SH - SHEET
FE - FINISHED ELEVATION SIR - SET IRO ROD
FF - FINISHED FLOOR STA - STATION
FT - FEET TYP - TYPICAL
GV - GATE VALVE
GRADE AT CENTERLINE PERVIOUS PAVEMENT
-F- PROPOSED WATERLINE
- 5- EXISTING ONTOM A .
CONCRETE
-i- PROPOSED CONTOUR
11 LAND DISTURBANCE LIMITS
-Y- SILT FENCE
QOBSERVATION WELL
40 20 0
SCALE: 1"= 40
SHEET:2 OF 7
PROJECT: PM25C
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I.ALL EROSION AND SEDIMENT CONTROL MEASURES SMALL BE CHECKED FOR STABILITY AND EFFECTIVE
OPERATION FOLLOWING EVERY RUNOFF PRODUCING MINFALL EVENT M AT LEAST ONCE A WEEK.
REPAIRS PEOUIRM SMALL BE CO@LETED IMMEDIATELY TO ME DIMENSION AND FUNCTIONS
INDICATED ON THE RAN.
2.SED I RENT SHALL BE REWVEO FROM BEHIND TIE SEDIMENT FENCING WHEN IT INCOMES 0.5 FEET
DEEP AT ME FENCE. THE FENCE SHALL BE REPLACED OP REPAIRED AS NECESSARY TO MAINTAIN
BARRIER.
].ALL SEEDED AREAS SNAIL BE FERTILIZED. RESEEDED AND YM1CHED AS NECESSARY ACCORDING i0
THE SEEMING SCMOXE TO ESTABLISH AND MAINTAIN A DENSE VEGETATIVE COVER.
CONSTRUCTION SEQUENCE
1. REMOVE A10/OR RELOCATE EXISTING OBSTRUCTIONS.
2. INSTALL GRAVEL CISTRUCTIDN ENTRANCE.
S. CLEAN AND GRUB ME SITE.
a. INSTALL SILT FENCING AT SPECIFIED LOCATIONS.
5. CONSTRUCT ROCK CHECK OA6 AT DRYWALL OF EACH DITCH TO BE FILLED.
6. CONSTRUCT DITCH REROUTE M SOUTHWEST BOUNDARY AND MUCK 6 FILL DITCHES MCC SHOWN.
T. ROUGH GRADE THE SITE. PREPARE THE BUILDING PAD AND BEGIN BUILDING CONSTRUCTION.
8. INSTALL UTILITY SERVICES.
9. SEEM 6 M LCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED WITHIN ] MAYS OF LAW DISTUSBANCE.
10. FINE GRADE PARKING AREA AND PLACE STONE BASE COURSE.
11. REMOVE STONE CONSTRUCTION ENTRANCE.
12. PAVE PARKING AREA.
tl. PERFORM FINAL GRADING. SEED AND) NmLCH ALL REMAINING DISTURBED AREAS.
14. REMOVE SILT FENCE. TEMPORARY SEDIMENT TRAPS AND CHECK MAWS. REGR40E ANY ERODED AREAS AND
REMOVE ANY ACANCLATED SEDIMENT AT TEMPORARY MEASURES.
I
I
SITE AREA DESORNTON
STARICYnON
Paranoia, tiMiimles, dtYhM1 ,alapaa
�3�
]days
c'--�•�y HIgM1Walily WAmrIHpW)ZmXAA
]dose
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la drys
aI eMATamasyrttllalopm lmnAruana:l
laesai
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Z
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TNEERAMS EXCEMON9
None
N.
N slopes An, 10' Or leas in [man end am
mt steeper than 21, to days ere Mlowed.
] OAya fm alopn Qrnler Nen 60' N IengN.
Nona, amepllerpedmeMrsaM NOW ZmmA
RECEIVED
OCT 10 Z018
DCMi-MHD CITY
11
REVISIONS:
NOTE; NO WETLANDS EXIST ONSITE Na Br DATE DESCRIPTION
/
44 DEVELOPER: HYDE INVESTORS. LLC
MAX 0. BARBOUR. SR.
ADDRESS: 8504 TOWNELEY PLACE
RALEIGH, NC 27605-2026
CAMA GRADING PLAN
WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
aavvaavacauavv d ooaEr caaavv aanvAl. UA I E:
151A HIGHWAY 24 10/9/18
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO.C-4482 SCALE:
1" = 40'

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.AREA 6
LED - LINEN FEEL
1
ENVIRQAEMK CONCERN
W% - MAX
BLOC -
WILDING
IBC - MIN INUM WILDING LINE
b•
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MARINE
MIN - MINIMUM
11 ^
CF -
CUBIC FEET
Nl - NOr OR FERRI
\\
CL -
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NHW - NORMAL HIGH VATG
OW -
BRIKNAY
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/ Y:
EL -
ELEVATI IN
O.C. - EX CENTER
/
EIR -
EX. IRON NET
R - RNIUS
EW -
EDGE OF PAHMENT
R/r - RIGHT -IF -WAY
/
EX -
EXISTING
SR- SHEET
/ {L
FE -
FIM;SNED ELEVATION
SIR - SET IRON AND,
FF -
FININSD FLOOR
STA - STATION
FT
c -
FEET
"IT VALVE
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Ir /
I
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-
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PAYEYFXi
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-
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N/F BLANCHE MITCHEU�
D.B. 78 PG. 89 \
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®SERVATIIN TELL
NCPIN 637512873397000
ADDRESS: 326 OLD CAUSEWAY ROAD
30 15 0 C 50
SCALE:1"= 30,
SHEET: 3 OF 7
PROJECT: PM2506- 001
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EL4.5 FOR SWALE
DISCHARGE
TRANSISTION KEYSTONE
WALL FROM EL5.5 TO
EL4.5 FOR SWALE DISCHARGE
NOTE; NO WETLANDS EXIST ONSITE
DEVELOPER: HYDE INVESTORS, LLC
MAX 0. BARBOUR, SR.
ADDRESS: 8504 TOWNELEY PLACE
RECEIVED
DEC 0 7 2018
DCM-MHD CITY
REGE�v��
REVISIONS:

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LEGEND
AC -
1CRE
INV
- INVERT
AEC -
1REA OF
LF
- LINEAR FEET
ENVIRDNIENTAI CONCERN
W%
SLOG -
BUILDING
19I
- MINI" BUILDING LIM
END -
BEARING
RIN
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6 -
CUBIC FEET
N6
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Cl -
CENLE141XE
NN.
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OW -
ORIVE.AY
NTS
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EL -
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R
- RACINE
EO' -
EDGE OF PAVEIENT
"
- RIpT6 --WAY
a -
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SN
- BNEET
FE -
FINI GNED ELEVATION
SIR
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FF -
FINIA6D FLOOR
STA
- STATION
FT -
FEET
TTP
- TYPICAL
GV -
DATE W&WE
-
GRACE AT CENTERLINE
PERVIWS PAVEIENT
—.—
PROPDEEO WATERLINE
- �- -
EXISTING CORON
CQ1p[TE
—�—
PRCPoSED CONTOA
-iD—
LAD DISTURBANCE LIMITS
—E—
SILT FENCE
QW
®SERVATION WELL
MgTC
HLINE
BOGUE SOUND
(SA; HQV)
NOTE; NO WETLANDS EXIST ONSITE
DEVELOPER:
ADDRESS:
RECEIVED
DEC 0 7 2018
DCM-MHD CITY
RECEIVED
OCT 10 2018
DCM-MHD CITY
REVISIONS:
T:4 OF 7
ECT: PM2506- 001

LEGEND
AC -
1CRE
LF
- LINEAR FEET
AEG -
AREA BF
W[
- MlV1YY
ENV ]RRUENTAL CONCERN
N6L
- It " BUILDING LINE
BDG
RWLDING
YIN
MIN
"a -
BEARING
N/F
- NON OR FOMERLY
CF
CUBIC FEET
.1
- MOMUK HIM HATER
CL -
CIM"EIENE
NTS
- NOT To SCALE
ow -
OIIXAY
O.C.
- w CENTER ..
EL
ELEVATI OI
TWO
- PERMANENT BON OFF
EIR -
EX. IRON RW
PT
- R TARO
ECP
EDGE 6 PAVBExT
R
- Go
oNK
EX -
EXISTING
R/Y
- RIGHT-6NAY
iE -
FINISHE ELEVATION
SM
- SHEET
FF -
FINISHED FLWR
SIR
- SET IRON ROD
FT -
FEET
ST
- SEPTIC T.WR
GV -
DATE GAL,
'TA
- STATION
IXV
INVERT
TTP
- TTICAL
-
GRACE AT CENTERLINE
KRVIWS PAVEMENT
ED
—M—
PROPOSED WATERLINE
+ a—
EXISTING CONTOA
CONCRETE
—.—
PRCPoSED CONTOUR
—LD—
LAND DISTUMANCF LIMITS
I
SILT FEMCE
' Q
OISERVAT.- WELL
—30' CAW BUFFER__---_-- --__—_____--
IS SECHREST — — — — _ _ _ _ I
N/F Pj\]1 P6013�96C�A0, LAHE
p.B iH 631 B00 PIRA I
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RECEIVED
DEC 0 7 2018
DCM-MHD CITY
RE _:
OCT 10 Lit
DCM-MHD CITY
REVISIONS:
11�11�11�1111111�
WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
aaNAWarNaanaLNv Az oAEAvaaLLNv eanvaa.w UAIE'
151A HIGHWAY 24 10/9/1
MOREHEAD CITY. N.C. 28557
/2527773-0090 LICENSE NO.C-4482 SCALE:
1" = 41

IIIIIl��li�l eEt��tl��lid4�i�f#i;�ieF�l���if�i°ell :
PERVIOUS CONCRETE SECTION I
�O%%%%wo
COMPACTED
COMPACTED •CONCRETE SECTION
ASPHALT & CONCRETE SECTION I
PERMEABLE PAVEMENT
1 ! 1 1 1
m
ACTIVITIES PROHIBITED:
SANDING
RE -SEALING
RE -SURFACING
POWER WASHING
STORAGE OF MULCH OR SOIL
STORAGE OF SNOW PILES
STORAGE OF HEAVY LOADS
APPLICATION OF SALT OR DE-ICERS
SCALE: NOT TO SCALE
PERMEABLE PAVEMENT SIGN
2
I
EX. EDGE OF
PAVEMENT
PIPE I SCALE: NOT TO SCALE
STONE CONSTRUCTION ENTRANCE
SCALE: NOT TO SCALE
PERVIOUS CONCRETE
OBSERVATION WELL
33'MIN
' VEGETATED OUTLET SWALE I
(SHEET: 6 OF 7
PROJECT: PM2506- 001
S
W
WIRE FENCE --y
STEEL POST —il'`\`7� /-FILTER FABRIC
io o\=o.� IB'NIN
Oo 0
CROSS SECTION
VIEW
INSTALLATION NOTES:
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE O THE FENCE. CHECK WITH A LEVEL IF NECESSARY.
2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE. AND AS CLOSE AS POSSIBLE
TO THE FABRIC. ENABLING POSTS
To SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE.
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES. ALL SPACED WITHIN THE TOP 8 INCHES OF THE
FABRIC. ATTACH EACH TIE DIAGONALLY
45 DEGREES THROUGH THE FABRIC. WITH EACH PUNCTURE AT LEAST 1 INCH VERTICALLY APART. ALSO.
EACH TIE SHOULD BE POSITIONED TO
HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENT SAGGING.
6. MAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
T. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL.
8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT
TO THE SILT FENCE FABRIC WITH THE
FRONT WHEEL OF THE TRACTOR. SKID STEER. OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQUARE
INCH. COMPACT THE UPSTREAM SIDE
FIRST. AND THEN EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS.
SCALE: NOT TO SCALE
SILT FENCE
FIN $'MIN LOW
SHED PERMEABLE SOIL
KEYSTONE CAP UNIT
APPROXIMATE LIMITS
OF EXCAVATION
KEYSTONE COPAC
W
RECEIVED
Y
IIIReurtorceW BW r
24" O
m UNIT DRAINAGE FILL
SS (3/4"CNE) ROCK
OR STONE) rn
REINFORCEMENT
flEINFORCEAffNT vr-:w �o
DEC 0 7 2018
N ��
4 ,c
GRID DEPTH
om
DCM-MHD CITY
ATEO PVC
DRAINAGE
DRAINAGE TILE ORRCRUS 0E5TONELRETE
FountlaBon Shc LEVELING PAD
RS GSNED
E NOTE:
Compac III Unit- Near Vertical Setback
WH4 { d 201$
ESITE CONDITIONS REQUIRE. WRAP DRAINAGE TILE IN 3/4' AGGREGATE AND
I FILTER FABRIC WITH DRAINAGE COMPOSITE OR AGGREGATE BACK DRAIN. SYSTEM OC
D I I D
AS DIRECTED BY GEOTECHNICAL ENGINEER. SCALE; NOT
REINFORCED WALL SECTION DC*
SCALE DCM AND C1
NOTE:
I ROCK SHALL BE CLASS I RIP RAP
I I DR 057 STONE AS SHOW.
I I
SILT 1 IS,
REVISIONS:
BASIN Na 9I DATE DESCRIPTAN
E PLAN VIEW I' MIN• THICKNESS CLASS DEVELOPER: HYDE INVESTORS. LLC
DOWNSTREAMI RIP RAP PSIDEDOFN MAX 0. BARBOUR. SR.
CHECK DAM. z' MIN. ADDRESS: 8504 TOWNELEY PLACE
DITCH WIDTH VARIES -- TOP OF BANK-- �__ RALEIGH. NC 7605-2026
CAMA ENLARGED GRADING PLAN
SPIL MAY #57 WASHED
NIN. IDTH STONE WINDFARE CONDOMINIUMS
2/3 STREAW FLOC VARIES
Dlrcx n
z
VARIES DITCH
eorroM I MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
DITCH 15' MIN.
BOTTOM SPILLWAY SHALL BE 1' MIN.
BELOW LEVEL OF LOWEST BANK. r(M2N523
HE CULLIPHER GROUP P.A.
SECTION D—D SECTION E—E - GDQEERING a SURVEYING SERVICES DATE:
SCALE: NOT TO SCALE 1A HIGHWAY 24 10/9/18
OREHEAD CITY. N.C. 28557
TEMPORARY CHECK DAM 773-0090 LICENSE NO.C-4482 SCALE:
AS NOTED

10
PROPOSED GRADE (5%)
PROPOSED RETAINING WALL
EXISTING BULKHEAD
(NHW LINE) 0
0
0
0
0
0
4• 20 0 40 80
•
•
SHEET: 7 •
PR •. 001
0
0
0
0
0
EXISTING GRADE 0
0
0
STATION
CROSS SECTION A2-A2
0
0
0
0
M
EXISTING BULKHEAD
(NHW LINE)
MATERIAL BELOW
EXISTING GRADE
FILL MATERIAL
x' °6 ABOVE EXISTING GRADE
RECEIVED
DSED GRADE (5%)
OSED RETAINING WALL DEC 0 9 2018
DCM-MHD CITY
REVISIONS:
NOTE; NO WETLANDS EXIST ONSITE - Br -DATE
DEVELOPER: HYDE INVESTORS. LLC
MAX 0. BARBOUR. SR.
ADDRESS: 8504 TOWNELEY PLACE
RALEIGH. NC 2T605-2026