123-18 Minor Mod 2019 Hyde Investors LLC

Permit Cass
MtillkY ;ATION/MINOR
Permit Number
123-18
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
'Verrnit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X 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 Boguue Sound 403 Old Causeway Road,
Atlantic Beach , as requested in the permittee's letter dated 1/23/19, including the
attached workplan drawings (7) Sheet 1 of 7 dated "Revised 3/27/19" and Sheets 2-7 of 7 dated 1/24/19.
This permit, issued on May 6, 2019 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
De suoiect to Imes, imprisumiietiL ur civu au.wu, UL uiay a auac ua y...u... w ..-
Shoreline Stabilization — Bulkhead
1) The bulkhead shall not extend waterward more than 2 feet from the existing bulkhead alignment at
any point along its alignment at the time of construction.
2) The bulkhead shall be constructed prior to any backfilling activities.
3) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
(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 me Necretary or unY anu me
Chairman of the Coastal Resources Commission.
Braxt . Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permitteg

Hy,'; Intestors LLC. Permit No.123-18
1* Page 2 of 3
ADDITIONAL CONDITIONS
4) The fill material shall be clean and free of any pollutants except in trace quantities.
5) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
6) All fill material to be placed below normal high water level shall be confined behind the permitted
bulkhead.
Upland Development
7) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property, including the boardwalk and the
removal of sections of the keystone wall, all as expressly and specifically set forth in the attached permit
application and workplan drawings.
Sedimentation and Erosion Control
8) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of any phase of
grading on cut or filled slopes. At a minimum, a silt fence shall be properly installed immediately
landward of the bulkhead cap immediately following completion of backfilling activities.
Stormwater Management
9) The Division 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. SW 181001, which was modified on 2/25/19. Any violation of the permit approved by the
DEMLR shall be considered a violation of this CAMA permit.
USACE Condition
10) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must
implement the U.S. Fish & Wildlife Service's Guidelines, and strictly adhere to all requirements therein.
The guidelines can be found at http://www.fws.gov/nc-es/manurial/manatee_guidelines.pdf.
General
11) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
12) This Minor Modification shall be attached to the original Permit No. 123-18, which was issued on
11/16/18, and copies of both documents must be readily available on site when Division personnel
inspect the project for compliance.
13) All conditions and stipulations of the active permit remain in force unless specifically altered herein.

Hy',e I`estors LLC. Permit No.123-18
l► Page 3 of 3
ADDITIONAL CONDITIONS
NOTE: The U.S. Army Corps of Engineers authorized the project by way of Nationwide Permit 3 (COE
Action Id. No. SAW-2018-02052) issued 5/2/19.
NOTE: The Division of Water Resources assigned the proposed project DWR Project No. 2018-1475.
NOTE: A minor modification application processing fee of $100 was received by DCM for this project.

Coastal Management
ENVIRONMENTAL QUALITY
Hyde Investors LLC
8504 Towneley Place
Raleigh, NC 27615
Dear Sir or Madam:
ROY COOPER
covennor
MICHAEL S. REGAN
secretary
BRAXTON C. DAV
May 6, 2019 oinVILE
III
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,
011v !tuglas V. H,
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 NORTH CAROLINA
Governor Environmental Quality
MICHAELS.REGAN
Sen'etary
WILLIAM E. (TOBY) VINSON, JP
Interim Director
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
Simpson, 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_E Q
'j RECEIVED
North Carolina Department of Hnvironmental Quality I Division of Energy, Mineral and Land Resources OCT 2 6 2018
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 28405
910.7g6.7215 DCM-MHD CITY

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 Vail 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].
Sincer y,
r, William E. (Toby) Vinson, Jr., PE, CPESC, CPM, Interim Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Certification Foams
GDS/canh: \\\Stormwater\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
RECEIVED
OCT 2 6 2018
DCM-MHD CITY

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, Carteret County
FOR THE
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:
I. 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 33,301 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, 2B, 3A, 3B, 4, 5A, 58, 6A, 6B, 7A, 7B, 8A and 8B 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 fit r�gIVED
development within the redevelopment portion of this project is limited to 306 squar 9,
OCT 2 6 2018
Page 1 of 5 DCM-MHD CITY

State Stormwater Management
Permit No. SW8 131001
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-year, 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.
8. 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. 1 It is recommended that during 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.
II. 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.
RECEIVED
OCT 2 6 2018
Page 2 of 5 DCM-MHD CITY

State Stormwater Management
Permit No. SW8 181001
2. 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, it 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 nearest 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.
RECEIVED
OCT 262018
Page 3 of 5 DCM-MHD CITY

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 -upon area, 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 does not meet one or more 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.
Ill. GENERAL CONDITIONS
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.
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 enfilEM ED
procedures pursuant to NCGS 143-215.6.
OCT 2 6 2018
Page 4 of 5 DCM-MHD CITY

State Stormwater Management
Permit No. SW8 181001
If the facilities fail to perform satisfactorily, -the permittee shall take immediate correctiveactions.
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.
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.
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 maintained on 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 reopening 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
.,Willi E. (Toby) Vinson, Jr., PE, CPESC, CPM, Interim Director
Division of Energy, Mineral and Land Resources RECEIVED
By Authority of the Environmental Management Commission
Permit Number SW8 181001
OCT 2 6 2018
Page 5 of 5
DCM-MHD CITY

State Stormwater Management
Permit No. SW8 181001
Attachment A
Certification Forms
The following blank Designer Certification forms are included and specific for this project:
• As -Built Permittee Certification
• 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 or phase of the
project.
RECEIVED
OC1 26 2018
Page 1 of 1 uCM-MHD CITY

State Stormwater Management
Permit No. SW8 181001
AS -BUILT PERVIITTEE CERTIFICATION
I hereby state that I am the current permittee for the project named above, and I 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 4?
Check here if this is part of a Fast Track As -built Package Submittal.
Printed IN
County of
personally appeared before me this
Signature
a Notary Public in the State of
do hereby certify that
__ day of
and acknowledge the due execution of this as -built certification.
Witness my hand and official seal
My commission expires
(SEAL)
20
Permittee's Certification NCAC .1042 4O
Completedmd_
N/A
A. DEED RESTRICTIONS / BUA RECORDS
I . The deed restrictions and protective covenants have been recorded and
contain the necessary language to ensure that the project is maintained
consistent with the stormwater regulations and with the permit 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 kept. (See Note 1)
Y or N
B. 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 recorded lat(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. A typical 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 proval.
Y or N
E. OPERATION AND MAINTENANCE AGREEMENT
Y or N
1. The O&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
beingkept 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
ED
Notel- Acceptable records include ARC approvals, as -built surveys; and county tax records.
OCT 26 2018
Page 1 of 6 DCM-MHD CITY

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.
RECEIVED
OCT 2 6 2018
Page 2 of 6 DCM-MHD CITY

State Stormwater Management
Permit No SW8 181001
AS -BUILT DESIGNER'S CERTIFICATION GENERAL MDC
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 NCAC 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 4?
Check here if this is a part of a Fast -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:
Date
Consultant's Mailing Address:
City/State/ZIP
Phone Number
Consultant's Email address:
10 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) OO N/A = not applicable to this SCM of project.
Consultant's Certification NCAC .1003((3) & General MDC .1050
OAs-built
ON/E
ON/A
TREATMENT REQUIREMENTS
1. The SCM achieves runoff treatment.
Y or N
'
2. The SCM achieves runoff volume match.
Y or IN
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. VEGETATEDSETBACKS/BUA
F 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 (62)(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
j (b2)(2) is located within the setback and is limited to:
i
a. Publicly funded linear projects (road, greenway sidewalk)
b. Water -dependent structures
c. Minimal footprint uses (utility poles, signs, security
REC+
lighting and appurtenances)
5. Stormwater that is not treated in an SCM is released at the
j Y or N
edge of the setback and allowed to flow through the setback as
dispersed flow.
OCT
IVED
g 2018
Page 3 of 6 DCM-MHD CITY

State Stormwater Management
Permit No SW8 181001
()As -built I
ON/E
OO N/A
C. STORMWATER OUTLETS — the outlet handles the peak flow
y N
from the 10 year storm with no downslo a erosion.
or
D. VARIATIONS
1. A variation (alternative) from the stormwater rule provisions
Y N
has been implemented.
or �
!
2. The variation provides equal or better stormwater control and
y N
equal or better protection of surface waters.
or
E. COMPLIANCE WITH OTHER REGULATORY
Y or N
PROGRAMS has been met.
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. CONTAMINATED SOILS — infiltrating SCM's are not located
Y or N
in or on areas with contaminated soils.
I H. SIDE SLOPES
1. Vegetated side slopes are no steeper than 3H:IV.
Y or N
2. Side slopes include retaining walls, gabion walls, or other
y or N
surfaces that are steeper than 3H:IV.
3. Vegetated side slopes are steeper than 3H:1 V (provide
Y or N
supporting documents for soils and vegetation).
L EROSION PROTECTION
r 1. The inlets do not cause erosion in the SCM.
Y or N
2. The outlet does not cause erosion downslope of the discharge
Y or N
oint during the peak flow from the 10 year storm.
J. EXCESS FLOWS — An overflow / bypass has been provided.
Y or N
K. DEWATERING — A method to drawdown standing water has
Y or N
I been provided to facilitate maintenance and inspection.
L. CLEANOUT AFTER CONSTRUCTION — the SCM has been
Y or N
cleaned out and converted to its approved design state.
M. MAINTENANCE ACCESS
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. DESIGNER QUALIFICATIONS (FAST -TRACK PERMIT) —
The designer is licensed under Chapters 89A, 89C, 89E, or 89F of
Y or N
the ter
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:
RECEIVED
OCT 26 2u:�i
Page 4 of 6 DCM-MHD CITY

State Stormwater Management
Permit No. SW8 181001
AS-BL°ILT 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 -BUILT" 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 #?
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
NC Registration Number
SEAL:
Signature
Consultant's Mailing Address:
City/State/ZIP
Phone Number
Consultant's Email address:
'J 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) 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
Consultant's Certification(MDC .1055)
OO As -built
ON/E
OO N/A 1
A. DESIGN / DRAWDOWN
i
1. Washed aggregate base material has been used.
Y or N
2. The provided amount of permeable pavement surface area is
Y N
consistent with the approved plans.
or
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 vegetated 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 days.
B. SOILS / SHWT / SUBGRADE
1. The hydraulic properties and characteristics of the in -situ soils
Y or N
conform to the soils report.
j
1 2. For infiltrating permeable pavement, the lowest point of the
I y N
i system is a minimum of 2 feet above the SHWT.
or
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 hours.
4. The in -situ soils have been removed and replaced with infiltration
y or N
WCEIVI
media in accordance with the approved plan.
5. Infiltration media has been placed on top of in -situ soils.
Y or N
n—Z
7fZ
=D
Via
Page 5 of 6
DCM-MHD CITY

State Stormwater Management
Permit No. SWS 181001
CAs-built
©N/E
©N/A
C. CONSTRUCTION
1. At least one capped observation well has been provided at the low y or N
point of each permeable pavement area?
_
2. The subgrade is terraced in accordance with the approved plans
and has at least one capped observation well within each terrace Y or N
section
3. For PICP and concrete grid pavers, an edge restraint has been
used around the perimeter of the permeable pavement. Y or
4. The subgrade for infiltrating permeable pavement was graded Y or N
when it was dry and there was no precipitation.
D. CERTIFICATION
1. The infiltration rate of the pavement surface is at least 50 inches
Y or N
per hour using a licaa less tnan or equal to rour mcnes.
12. After installation, the permeable pavement was protected from
' sediment deposition. I Y or N
3. The site is complete and stabilized. Y or
Provide an explanation for every MDC that was not met, or for every item marked "WE" or "N/A",
below. Attach additional pages as needed:
RvcvveQ
OCZ 2 6
DCM-mFil7 CITY
Page 6 of 6

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Interim Director
February 25, 2019
NORTH CAROLINA
Environmental Quality
Hyde Investors, LLC, purchaser
Attn: Max O. Barbour, Sr, Managing Member
8504 Towneley Place
Raleigh, NC 27615
The Pirate Group, LLC, property owner
Attn: Gerald R. Barfield, Member / Manager
PO Box 188
Simpson, NC 27879
Subject: Approved Minor Modification
Stormwater Permit No. SW8 181001
Windfare Condominiums
Carteret County
Dear Mr. Barbour and Mr. Barfield
The Reserve at Channel Bay, LLC, property owner
Attn: Max O. Barbour, Sr, Managing Member
8508 Towneley Place
Raleigh, NC 27615
On February 12, 2019, the Wilmington Regional Office of the Division of Energy, Mineral and Land
Resources received and accepted a complete minor modification application for changes to the approved
plans for Stormwater Management Permit Number SW8 181001. It has been determined that the nature
of the proposed change meets the definition of a minor modification in that it does not result in an
increase in the size of the permitted stormwater control measure (SCM) and does not increase the amount
of built -upon area. Please refer to Attachment I for a detailed description of the current proposed minor
modification We are forwarding you an approved copy of the modified plans for your files. Please
replace the old approved plan sheets with the new ones. Please replace the previously issued permit with
the revised permit, dated February 25, 2019, attached, including revised deed restrictions.
Please be aware that all terms and conditions of the permit issued on October 23, 2018, remain in full
force and effect. Please also understand that the approval of this minor modification to the subject State
Stormwater Permit is done on a case -by -case basis. Any other changes to this project must be approved
through this Office prior to construction. The approval of this minor modification does not preclude the
permittee from complying with all other applicable statutes, rules, regulations or ordinances which may
have jurisdiction over the proposed activity, and obtaining a permit or approval prior to construction.
If you have any questions concerning this matter, please do not hesitate to call me at [phone] or
via email at [e-mail].
Sincerely,
RECEIVED
Christine Hall
MAR 0 5 2019
Environmental Engineer
DCM-MHD CITY
Enclosures: Attachment A - Certification Forms
Attachment I - Permitting History
RECEIVED
GDS\canh: \\\Stormwater\Permits & Projects\2018\181001 HD\2019 02 permit minor 181001 D C M WILMINGTON, NC
cc: Ginger Y. Turner, PE; The Cullipher Group, PA
FEB 2 6 2019
Town of Atlantic Beach Building Inspections
Division of Coastal Management
Wilmington Regional Office Stormwater File
North Carolina Department of Environmental
Quality I Division of Energy, Mineral and Land Resources
D Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 26405
^'w' 910.796.7215

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, Carteret County
FOR THE
construction, operation and maintenance of fourteen (14) 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:
I. DESIGN STANDARDS
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 8,707 square feet of infiltrating permeable pavement designed to
meet the requirements of 15A NCAC 02H.1055.
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 33,301 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 Vow).
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, 26, 3A, 3B, 4A, 46, 5A, 513, 6A, 6B, 7A, and 713 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 540, 486, 486, 486, 486,
486, and 486 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 1;846 sWICOOVED
MAR 0 5 2019
Page 1 of 5
DCM-MHD CITY

State Stormwater Management
Permit No. SW8 181001
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.
& 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-year, 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.
The peak flow from the 10-year storm event shall not cause erosion downslope of the
stormwater outlet discharge point.
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 during 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.
II. 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.
RECEIVED
MAR 0 5 2019
DCM-MHD CITY
Page 2 of 5

State 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, it 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 nearest 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.
& 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.
RECEIVED
MAR 0 5 2019
DCM-MHD CITY
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 -upon area, 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 does not meet one or more 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.
111. 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. RECEIVED
MAR 0 5 2019
Page 4 of 5
DCM-MHD CITY

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 maintained on 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 reopening 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 25" day of February 2019.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-wn
T.Williafin 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
RECEIVED
Page 5 of 5
MAR 0 5 Z019
DCM-MHD CITY

State Stormwater Management
Permit No. SW8 181001
Attachment A
Certification Forms
The following blank Designer Certification forms are included and specific for this project:
• As -Built Permittee Certification
• 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 or phase of the
project.
RECEIVED
MAR 0 5 2019
DCM-MHD CITY
Page 1 of 1

State Stormwater Management Systems
Permit No. SW8 181001
AS -BUILT PERMITTEE CERTIFICATION
I hereby state that I am the current permittee for the project named above, and I 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.
8 Check 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
County of
a Notary Public in the State of
do hereby certify that
personally appeared before me this day of
and acknowledge the due execution of this as -built certification. (SEAL)
Witness my hand and official seal
My commission expires
20
Permittee's Certification NCAC .1042(4)
Completed /
Provided
N/A
A. DEED RESTRICTIONS / BUA RECORDS
I
1. The deed restrictions and protective covenants have been recorded and
I Y or N
contain the necessary language to ensure that the project is maintained
consistent with the stormwater regulations and with the permit conditions.
2. A copy of the recorded deed restrictions and protective covenants has been
Y or N
provided to the Division.
3. Records which track the BUA on each lot are being kept. (See Note 1)
Y or N
B. 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
Y or N
are located in recorded drainage easements.
2. A copy of the recorded plat(s) is provided.
Y or N
D. SINGLE FAMILY RESIDENTIAL LOTS - Plats for residential lots that
Y or N
have an SCM include the following:
1. The specific location of the SCM on the lot.
Y or N
2. A typical 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
Y or N
21 if the SCM is removed relocated or altered without prior approval.
E. OPERATION AND MAINTENANCE AGREEMENT
Y or N
1. The O&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
Y or N
the chain of title.
F. OPERATION AND MAINTENANCE PLAN — maintenance records are
Y or N
beingkept in a known set location for each SCM and are available for review.
G. DESIGNER'S CERTIFICATION FORM — has been provided to the
Y
Division.
o
Notel- Acceptable records include ARC approvals, as -built surveys, and county tax records.
Page I of MAR 0 5 2019
DCM-MHD CITY

State Stormwater Management Systems
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.
RECEIVED
MAR 0 5 2019
Page 2 of 6
DCM-MHD CITY

State Stormwater Management Systems
Permit No. SW8 181001
AS -BUILT DESIGNER'S CERTIFICATION GENERAL MDC
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 NCAC 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 Fast -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 Number
SEAL:
Signature
Consultant's Mailing Address:
City/State/ZIP
Phone Number
Consultant's Email address:
O 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) OO N/A = not applicable to this SCM or project.
Consultant's Certification NCAC .1003((3) & General MDC .1050
(DAs-built ,
ON/E
(IN/A
A. TREATMENT REQUIREMENTS
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. VEGETATEDSETBACKS/BUA
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
(62)(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
lighting and appurtenances)
Page 3 of 6
MAR 0 5 2019
DCM-MHD CITY

State Stormwater Management Systems
Permit No. SW8 181001
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.
OAs-built I
ON/E I ®N/A
C. STORMWATER OUTLETS — the outlet handles the peak flow
Y N ii
from the 10 year storm with no downslo a erosion.
or
D. VARIATIONS
1. A variation (alternative) from the stormwater rule provisions
N,j
has been implemented
of
2. The variation provides equal or better stormwater control and
Y N
equal or better protection of surface waters.
or
E. COMPLIANCE WITH OTHER REGULATORY
Y N
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. CONTAMINATED 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:1V.
Y or N
2. Side slopes include retaining walls, gabion walls, or other
Y or N
j
surfaces that are steeper than 3H:1 V.
3. Vegetated side slopes are steeper than 31i:1 V (provide
Y or N
supporting documents for soils and vegetation).
I. EROSION PROTECTION
1. The inlets do not cause erosion in the SCM.
Y or N
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 / bypass has been provided.
Y or N
K. DEWATERING — A method to drawdown standing water has
Y or N
been provided to facilitate maintenance and inspection.
L. CLEANOUT AFTER CONSTRUCTION — the SCM has been
Y or N
cleaned out and converted to its approved design state.
M. MAINTENANCE ACCESS
1. The SCM is accessible for maintenance and repair.
j Y or N
2. The access does not include lateral or incline slopes >3:1.
Y or N
N. DESIGNER QUALIFICATIONS (FAST -TRACK PERMIT) -
The designer is licensed under Chapters 89A, 89C, 89E, or 89F of
Y or N
the GeneralStatutes.
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:
RECEIVED
Page 4 of 6 MAR 0 5 2019
DCM-MHD CITY

State Stormwater Management Systems
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 -BUILT" 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 #?
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/State/ZIP
Phone Number
Consultant's Email address:
O 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) ON/A = not applicable to this project or SCM
This Certification must be completed in conjunction with the General MDC certification under NCAC 02H.1050
Consultant's Certification (MDC .1055)
OO As -built ON/E
OO N/A
A. DESIGN / DRAWDOWN
1. Washed aggregate base material has been used.
Y or N
2. The provided amount of permeable pavement surface area is
y N
consistent with the approved plans.
or
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 vegetated 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 / SHWT7 SUBGRADE
1. The hydraulic properties and characteristics of the in -situ soils
y N
conform to the soils report.
or
2. For infiltrating permeable pavement, the lowest point of the
Y N
system is a minimum of 2 feet above the SHWT.
or
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 hours.
4. The in -situ soils have been removed and replaced with infiltration
Y or N
RE
EIVEq
media in accordance with the approved plan.
j 5. Infiltration media has been placed on top of in -situ soils.
Y or N
0 5 2019
Page 5 of 6
DCM-MHD CITY

State Stormwater Management Systems
Permit No. SW8 181001
OO As -built : ®N/E
OO N/A
C. CONSTRUCTION
1.
At least one capped observation well has been provided at the low
Y or
point of each permeable pavement area?
2.
The subgrade is terraced in accordance with the approved plans
and has at least one capped observation well within each terrace
Y or'N
section.
3.
For PICP and concrete grid
pavers, an edge restraint has been
Y or
used around the perimeter of
the permeable pavement.
4.
The subgrade for infiltrating permeable pavement was graded
Y or N
when it was dry and there was no precipitation.
D. CERTIFICATION
1.
The infiltration rate of the pavement surface is at least 50 inches
y or
per hour using a head less than or equal to four inches.
2.
After installation, the permeable pavement was protected from
Y or N
sediment deposition
i
3.
The site is complete and stabilized.
Y or
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:
RECEIVED
MAR 0 5 2019
Page 6 of 6 0CM-iVIH1) CITY

Attachment 1 - Permitting History
Windfare Condominiums
Permit No. SW8 181001
Approval
Date
Permit Action
BI M S
Description of the Changes
10/23/2018
Original Approval
1.0
Subject to the 2017 Rules. Using infiltrating permeable pavement so the rest of the site
could meet the redevleopment exemption criteria.
2/25/2019
Minor Modification
1.1
Removing 1 building / set of units, one permeable pavement area, and a majority of the
keystone retaining wall.
Extending the porch across the entire width of the permeable pavement at the front of
the buildings.
Modifing the remaining building sizes.
Adding sidewalk along olde Causeway Road.
I
iiiiit
RECEIVED
MAR 05 2019
Page 1 of 1 DCM-MHD CITY

/_2�5
DCMCoordinator: ��/ Permit#:
MAILING DISTRIBUTION SHEET
DCM Field Offices
Elizabeth City
Morehead City
Washington
Wilmington
US ACOE Offices:
Washington:
Wilmington:
Cultural Resources:
Public Water Supply:
Marine Fisheries:
NC DOT:
Shellfish Sanitation:
State Property:
DEMLR/DWR:
�� Z 7LlS-
z��
(with revised work plan drawings)
E}ra'� S�ror
Raleigh Bland (Beaufort, Camden, Chowan, Craven, Hertford, Hyde, Perquimans,
Tyrrell)
Josh Pelletier (Bettie, Currituck, Dare, Gates, Pamlico, Pasquotank, Washington)
Tom Steffans (NC DOT- Beaufort, Carteret, Craven, Pamlico)
Bill Biddlecome (NC DOT -Remainder ECity/Washington District)
Tyler Crumbley (Brunswick, New Hanover)
z Hair (Carteret, Onslow, Pender) if
Offtad Shaver (NCDOT-Brunswick, New Hanover, Onslow, Pender)
di 6x (3 II )� f
l h e aple
d Ham
S on Jen ' i' n Gu t
m n/Mi
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)"
Christine Hall - Stormwater
Joanne Steenhuis - 401 (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Wildlife Resources: Maria Dunn (WARO) (NCDOT) Travis Wilson
Natural Heritagef'ti
1JA Program Rodney Butler ( AD
LPO: S1 W'vt (AaA dt
Fax Distribution: Permittee #: Agent#

THE CULLIPHER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES
January 23, 2019
NCDEQ-Division of Coastal Management
Ms. Heather Styron
400 Commerce Avenue
Morehead City, NC 28557
RE: CAMA Major 123-18
Windfare Condominiums
Request for Minor Modification
Roy,
Please accept the enclosed package for consideration of a minor modification to CAMA Major
123-18. Included is an updated drawing set reflecting the revisions requested. Upon review of the site
plan by the Town of Atlantic Beach, it was brought to our attention that the proposed building
separations did not meet the ordinance requirement of fifteen feet. The site plan had to be revised
and resulted in losing a building along Bogue Sound. This reduced the number of units to eighteen
(nine buildings) and a density of 7.89 units per acre.
The four buildings along the canal are now proposed four feet narrower so that the separation
can be met to avoid losing another building. The porches on the fronts of all buildings now extend the
full width. Pervious pavement driveways are still proposed for buildings 1-7 and treat the front half of
each adjacent unit. The Town of Atlantic Beach also requires a sidewalk along the project, now shown,
and is included in the impervious allocation. These changes reduced the proposed BUA within the 75'
AEC by 1,655 to 12,292 square feet. The overall impervious coverage remains at 33,301 square feet
with updated allocations.
The developers have also decided they would like to construct a new bulkhead a maximum of
two feet waterward from the existing bulkhead. The proposed vinyl sheet pile bulkhead will follow the
existing alignment while removing the existing jogs. By constructing the bulkhead one to two feet
higher than the existing bulkhead, the keystone wall previously proposed along the waterfront is no
longer needed or desired. However, the keystone retaining walls remain adjacent Buildings 1 and 7 as
well as one proposed at Building 9.
If you have any questions or concerns regarding this minor modification request, please
contact me at [phone] or [e-mail].
Best Regards, RECEIVED
••`� ZN CA% *',s
yil�rt,�y` L'�12e�,.•°�°e0 •'FEssio•.��'G JAN 3 12019
J" :Qti•� s
Gingery. Turner, PE :¢ SEAL 9�,
DCM-MHD CITY
HESTRON PLAZA TWO 0 36970
r � • \
151-A NC HWY 24 : �� ,.•:,GINEEQ'-0tvQ•`•
MOREHEAD CITY, NC 28557 01 •.••• Cl •J
[phone] ��'�a _ Y• ��Q.+`%%

DIVISION OF COASTAL MANAGEMENT
Application Processing Notes
Applicant:
Type: (Check all that apply)
New _ Major Mod Permit# (Z('(J Minor Mod I' Renewal
Permit Coordinator:ol
Transfer
Field Representative: tftalku� Z;�IyNr"
Date Time Message
'512-11 i9 �,�G, � d � �,,,+ 6. ik � J,�uSs o6�« (eSeeLAIQ- ,
�b-t'�><�►�ss C?.rf ties olsu.Wd P%ac'v Ll�l
O�j�rc'fvc-5
Also Cow�a,�A cb,vv bulkkod LF �,'ll b,arc�u�alk
qj$I1i (oH' b, l µn�e� 4v 4 %ti above%
st'.1+ u?daled Ste% (fly 7 j+v

Bodnar, Gregg
From: Bodnar, Gregg
Sent: Monday, April 08, 2019 1:21 PM
To: [e-mail]'; Sams, Dan; 'Hair, Sarah E CIV CESAW CESAD (US)';
Mairs, Robb L
Subject: Hyde Investors Minor Modification to CAMA Permit No. 121-18
Attachments: Comments for Hyde Investors - Signed.pdf
Afternoon all,
Please see above attachment to replace Sheet 1 of 7 in the minor modification for Hyde Investors distributed
3/19/19. The above attachment clarifies the location of the walkway. If you have already supplied comments please let
me know if this clarification changes your comments.
If you need anything please let me know,
Gregg
Gregg Sodnar
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
`^dr""'"64Ya1P 0ivp 252 808 Z808 ext 215 (Office)
Greee.8odnar0ncdenr.KGv
Email correspondence to and from this address is subject to the
North Carolina Public Records Low and may be disclosed to third ponies.
t�ece��t�i tsedaitc� G (tom �i��s�o"''i Ily bulklta/c�
1�`'ral�e wal�wo f. Sew-} ;b a�c�� , `�(B�/��C�b'�

Bodnar, Gregg
From: Ginger Turner <[e-mail]>
Sent: Monday, April 08, 2019 11:52 AM
To: Bodnar, Gregg
Subject: [External] RE: Hyde Investors
Attachments: PM2506 CAMA SH1.pdf
I apologize. I thought I had already email it to you. Please let me know if the attached is sufficient.
From: Bodnar, Gregg <[e-mail]>
Sent: Monday, April 8, 2019 11:49 AM
To: Ginger Turner <[e-mail]>
Subject: Hyde Investors
Morning Ginger,
I wanted to check in on the boardwalk workplans.
Hope all is well,
Gregg
QEQ�
}+ T!F
n.atra�a a.
Gregg Bodnar
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
252 808 2808 ext 215 (Office)
Greeg.8odnar0ncdenLHOV
Email correspondence to and from this address is subject to the
North Carolina Public Records Caw and may be disclosed to third parties.

Bodnar, Gregg
From: Bodnar, Gregg
Sent: Wednesday, March 27, 2019 2:04 PM
To: 'Ginger Turner'
Subject: Hyde Investors
Afternoon Ginger,
I was wondering if you had any further documentation from Mr. Sechrest concerning the email dated 3/16/19, where
Mr. Sechrest notes concerns about the vegetated swale. In the second paragraph he notes a meeting with Mr. Cullipher
concerning the swale but still seems to be objecting to the routing of the stormwater vs. infiltration. Considering the
Sechrest's objected to the NEW permit issuance I wanted to see if you've had additional conversations.
If you have any additional documentation please let me know.
Thanks,
Gregg
Gregg Bodnar
Q3 Assistant Major Permits Coordinator
Division of Coastal Management
t,-, r r D Eon
Department of Environmental Quality
252 808 2808 ext 215 (office)
- --- -- - ---- [e-mail]
Email correspondence to and from this address is subject to the
North Carolina Public Records Caw and may be disclosed to'third parties.

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2018-02052 County: Carteret U.S.G.9. Quad: NC -Beaufort
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICAMCEIVED
Pemuttee:
Hvde Investors, LLC.
Attn.: Mr. Max Barbour Sr.
Address:
8504 Townley Place
Raleieh, NC 27615
Telephone Number:
[phone]
Size (acres) <1
Nearest Waterway Boeue Sound
USGS HUC 03020301
Location description: The nroiect area
Description of projects area and activity:
Nearest Town Atlantic Beach
River Basin Onslow Bay
Coordinates Latitude:34.712
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
® Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit 3
MAY 3 2019
MP SECTION MHD
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application received in our office on 3/21/2019, and the enclosed plans W'indfare Condominiums dated
01/24/2019. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop
work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until die expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation wider the Coastal Area Management Act (LAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvaWpermits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact Ms. Liz Hair at (910) 251-04049 or sarah.e.hairnusaee.army.md.
Corps Regulatory Official: .� Yr Date: 5/2 2019
Expiration Date of Verification: 3/1102022

n
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Electronic Copies Furnished: The Cullipher Group, P.A; Mr. Ron Cullipher
NCDEQ-DWR; Robb Mairs
NCDEQ-DCM; Gregg Boduer
NCDEQ-DCM; Ryan Davenport
RECEIVED
M M 3 2019
M�3 SV TIot4 MHD

Soecial Condition
SAW-2018-02052
1. In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must
implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and strictly adhere to all requirements
therein. The guidelines can be found at http://www.fws.gov/nc-es/mammal/manatee_guidelines.pdf.
RECEIVED
MAY 3 2019
MP SECTION MHD

Action ID Number: SAW-2018-02052 County: Carteret
Permittee: Hyde Investors, LLC.,
Project Name: Windfaire Condominium
Date Verification Issued: 5/2/2019
Project Manager: Ms. Liz Hair
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Ms. Liz Hair
Wilmington Regulatory Office
U.S Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
or
sarah.e.hair@,usace.army.mil
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date
A {
s� f A_�'r —
MAY 3 2019

DCM Field Rep: Heather Styron MHC DCM
DCM Coordinator: Gregg Bodnar Permit #: 121-18
MINOR MODIFICATION DIST'RIB.UTT01V Q**^^—
Permitee: Hyde Investors, LLC 3�Z,I(q `4fL'' k&
Agent(s): Ginger Turner with The Culliphe; o` Ke
Group
PLEASE E-MAIL, FAX, OR MAIL TO T
US ACOE Offices:
Washington:
Wilmington:
Marine Fisheries:
Shellfish Sanitation:
Water Quality:
❑ Raleigh BL
❑ Josh Peletier (Parnn ,-
XLiz Hair (Carteret Cc, Onslow Co.)
❑ Shane Staples
❑ Curt Weychert
❑ Shannon Jenkins
Washington: ❑ Anthony Scarbraugh (401)
❑ Roger Thorpe (Stonnwater)
Wilmington: ❑x Robb Mairs (401) NG
❑x Georgette Scott (Stormwater)
Wildlife Resources:
LPO:
Cc Distribution:
tii�n3 ZoiB-olasL
--DM'A-&4Y'0 sus
❑ Maria Dunn (WARD)
(WIRO) Vacant
Eichelle Shreve Town of Atlantic Beach AL
❑ Permitee
❑ Agent:
❑ Other (specify):

Bodnar, Gregg
From: Mairs, Robb L
Sent: Monday, April 08, 2019 1:46 PM
To: Bodnar, Gregg
Subject: RE: Hyde Investors Minor Mod
Hey Gregg,
This proposal will not require written approval from our office.
Thanks, and hope all is well with you too.
4
From: Bodnar, Gregg
Sent: Monday, April 08, 2019 11:45 AM
To: Mairs, Robb L <[e-mail]>
Subject: Hyde Investors Minor Mod
Hey Robb,
Just checking in on this minor mod.
Hope all is well,
Gregg
Gregg Bodnar
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
252 808 2808 ext 215 (Office)
Greee BodnarCo)ncdenr.eov
Email correspondence to and from this address is subject to the
North Carolina Public Records Low and may be disclosed to third parties.

ROY COOPER
Governor
MICHAEL S. REGAN
secretory
S. DANIEL SMITH
Interim Director
February 25, 2019
NORTH CAROLINA
Environmental Qualfty
Hyde Investors, LLC, purchaser
Attn: Max O. Barbour, Sr, Managing Member
8504 Towneley Place
Raleigh, NC 27615
The Pirate Group, LLC, property owner
Attn: Gerald R. Barfield, Member / Manager
PO Box 188
Simpson, NC 27879
Subject: Approved Minor Modification
Stormwater Permit No. SW8 181001
Windfare Condominiums
Carteret County
Dear Mr. Barbour and Mr. Barfield
RECEIVE®
APR 1 % 2019
MP SECTION MHC
The Reserve at Channel Bay, LLC, property owner
Attn: Max 0. Barbour, Sr, Managing Member
8508 Towneley Place
Raleigh, NC 27615
On February.l2, 2019, the Wilmington Regional Office of the Division of Energy, Mineral and Land
Resources received and accepted a complete minor modification application for changes to the approved
plans for Stormwater Management Permit Number SW8 181001. It has been determined that the nature
of the proposed change meets the definition of a minor modification in that it does not result in an
increase in the size of the permitted stormwater control measure (SCK and does not increase the amount
of built -upon area. Please refer to Attachment 1 for a detailed description of the current proposed minor
modification We are forwarding you an approved copy of the modified plans for your files. Please
replace the old approved plan sheets with the new ones. Please replace the previously issued permit with
the revised permit, dated February 25, 2019, attached, including revised deed restrictions.
Please be aware that all terms and conditions of the permit issued on October 23, 2018, remain in full
force and effect. Please also understand that the approval of this minor modification to the subject State
Stormwater Permit is done on a case -by -case basis. Any other changes to this project must be approved
through this Office prior to construction. The approval of this minor modification does not preclude the
permittee from complying with all other applicable statutes, rules, regulations or ordinances which may
have jurisdiction over the proposed activity, and obtaining a permit or approval prior to construction.
If you have any questions concerning this matter, please do not hesitate to call me at [phone] or
via email at [e-mail].
Sincerely,
C�U�' _lz. ` vkt
Christine Hall
Environmental Engineer
Enclosures: Attachment A— Certification Forms
Attachment 1 -Permitting History
GDS\canh: %StormwateAPermits & Projects\2018\181001 HD\2019 02 permit_minor 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
D �vw ��� North Carolina Department of Environmental Quality l Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 26405
uwav 910.796.7215

Bodnar, Gregg
From: Michelle Eitner <[e-mail]>
Sent: Monday, April 08, 2019 3:31 PM
To: Bodnar, Gregg
Subject: [External] RE: Hyde Investors Minor Modification to CAMA Permit No. 121-18
External emai] Do not click links or open attachments unless you
All's fine here.
Thank you!
Michelle Shreve Eitner, CZO
Director of Planning and Development
Town of Atlantic Beach
[e-mail]
[phone]
From: Bodnar, Gregg [mailto:[e-mail]]
Sent: Monday, April 08, 2019 1:37 PM
To: Michelle Eitner; Sams, Dan; 'Hair, Sarah E CIV CESAW CESAD (US)'; Mairs, Robb L
Subject: RE: Hyde Investors Minor Modification to CAMA Permit No. 121-18
Hey all,
Thanks Michelle for the catch. Here is the real Sheet 1 of 7.
Gregg
From: Bodnar, Gregg
Sent: Monday, April 08, 2019 1:21 PM
To: [e-mail]; Sams, Dan <[e-mail]>; Hair, Sarah E CIV CESAW CESAD (US)
<[e-mail]>; Mairs, Robb L <[e-mail]>
Subject: Hyde Investors Minor Modification to CAMA Permit No. 121-18
Afternoon all,
Please see above attachment to replace Sheet 1 of 7 in the minor modification for Hyde Investors distributed
3/19/19. The above attachment clarifies the location of the walkway. If you have already supplied comments please let
me know if this clarification changes your comments.
If you need anything please let me know,
Gregg

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
March 19, 2019
MEMORANDUM:
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ -Division of Coastal Management
400 Commerce Ave., Morehead City NC 28557
Fax: [phone] (Courier 11-12-09)
[e-mail]
SUBJECT: Minor Modification for state permit #123-18
Applicant: Hyde Investors LLC
Project Location: 403 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: To redesign the previously permitted upland re -development and to add a
new bulkhead and 6' wide boardwalk.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by 0410112019 at the address above. If you have any questions regarding the proposed
project, please contact Gregg Bodnar at [phone]. When appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached""
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT, _NAME Ile U, i illk (,'��1
AGENCY Town oil-�t-ICti&A6A-00
DATE_...._
MAR 1 9 2019
fi P SECTION MHD
North Carolina Department of Environmental Quality I Division of CoastarManagement
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:
To: Gregg Bodnar
From: Heather Styron
Thru: Roy Brownlow II VV
NORTH CAROLINA
Environmental Quality
RE: Minor Modification of permit #123-18, Hyde Investors, LLC
March 18, 2019
Please find enclosed a request from Mrs. Ginger Turner (The Cullipher Group) representing
Hyde Investors, LLC. to modify the CAMA permit issued to Hyde Investors, LLC. This permit,
#123-18, was issued on 11/16/18, and is set to expire on 12/31/21. The permit authorized
upland re -development.
Subsequent to the issuance of this permit, and due to the fact the proposed building
separations are not consistent with the Town of Atlantic Beach's 15' ordinance requirement,
the applicant is proposing to reduce the number of units from 20 (ten buildings) to eighteen
(9 buildings) and a density of 7.89 units per acre. The four buildings along the canal (south
east side) are four feet narrower (reduced from 40' to 36') than previously permitted. The
porches on the fronts of all buildings are proposed to extend the full width also. The pervious
pavement driveways for buildings 1-7 are still proposed and treat the front half of each
adjacent unit. Sidewalks are now proposed due to a Town of Atlantic Beach requirement and
are included in the impervious allocation. These proposed changes have reduced the
proposed BUA within the 75' AEC by 1,655sf from 13,947 sf to 12,292 sf with the overall
impervious coverage remaining at 33,301sf. The applicant is also requesting to construct a
proposed bulkhead a maximum of 2' beyond NHW (existing bulkhead) and up to one to two
feet higher than the existing bulkhead height. By constructing the bulkhead 2' higher, the
previously permitted keystone wall along the waterfront is no longer needed except for the
area adjacent to buildings 1, 7 and 9. The previously permitted keystone walls within these
locations would remain. A 6' wide wood or composite, raised 592 LF boardwalk is also
proposed and would run parallel with the proposed bulkhead. The proposal is consistent
with the specific guidelines found in 15A NCAC 07H.0208 and 15A NCAC 07H.0209. I
recommend the modification be authorized as proposed, contingent all original conditions
as well as the following specific conditions stated below are followed:
Pn.wummn
North Carolina Department of Environmental Quality I DiAslon of Coastal Management
.Morehead CityOfftce 1,400 Commerce Avenue i Morehead City, North Carolina 28557
252808.2808

Hyde Investors, LLC modification
Page 2 of 2
• All work must be completed as shown on plan dated received by DCM on1/31/19
and remain landward of the 30' CAMA buffer.
• All work must remain consistent with DEMLR Stormwater Permit SW8 181001
issued on 10/23/18
• 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.
• The proposed boardwalk shall not be greater than 6' in width and shall be elevated,
constructed of wood or similar material and slatted.
• Grading, excavation and landscaping within 30' of the NHW shall not increase
stormwater runoff to the adjacent Estuarine and Public Trust waters.
a MU� Q:->
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
March 19, 2019
MEMORANDUM:
NORTH CAROLINA
Environmental -Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City NC 28557
Fax: [phone] (Courier 11-12-09)
gregg.bodnarna.ncdenr.aov,
SUBJECT: Minor Modification for state permit #123-18
Applicant: Hyde Investors LLC
Project Location: 403 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: To redesign the previously permitted upland re -development and to add a
new bulkhead and 6' wide boardwalk.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by 0410112019 at the address above. If you have any questions regarding the proposed
project, please contact Gregg Bodnar at [phone]. When appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME
AGENCY
SIGNATURE
DATE
D_ i
rvoam enaaurva
n�mrn�wunueemwroiumo�, ��
North Carolina;Department of EnvlromnentafQuality I. Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue. I Morehead City, North Carolina 28557
252.808.2808

ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S. REGAN
Secretary
BRAXTON C..DAVIS
Director
DATE: March 18, 2019
Cc: Gregg Bodnar, Asst. Major Permits Coordinator
FROM: Heather Styron, MHCDO Field Rep WA
THROUGH: ROY BROWNLOW, District Manager
SUBJECT: STATE PERMIT NO.123.18 MINOR MODIFICATION
DWR PROJECT ID No.: 2018-1475
USACE ACTION ID NO. SAW-2018-02052
DEMLR Stormwater Permit SW8181001
Hyde Investors, LLC- revisions to previously permitted high ground work and addition of bulkhead
By copy of this memo, DCM is requesting that your agency provide any comment it may have on
-- - - -- the proposed project to. GREGG BODNAR, Asst. Major Permits Coordinator for DCM -,— -- -,
Please send any comments your agency may have to Gregg Bodnar at the DCM Morehead City
Headquarters office within 14 days of the receipt of this memo (by 411119).
Please find correspondence enclosed dated received by DCM on 1/31/19 from Mrs. Ginger Turner with The
Cullipher Group, requesting a permit modification. Express State Permit No. 123-18 was issued on
11/16/2018 for upland re -development, at 403 Old Causeway Road, Carteret County. The permit expires
on 12/31/2021.
The applicant is requesting to redesign the previously permitted upland re -development and to add a new
bulkhead and 6' wide boardwalk at 403 Old Causeway Road.
A processing fee of $100 was received on 1/31/2019, #2296.
Please contact me at the Morehead City District office if you have any questions.
DEQ
uRxmnamenra®eew_memr� /'
North Carolina Department of Environmental Quality I Divislon of Coastal Management
Morehead CityOffice 1.400Commerce Avenue I Morehead City, North Carolina.28557
252808.2808

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Styron, Heather M.
From: test <[e-mail]>
Sent: Saturday, March 16, 2019 10:19 AM
To: Ginger Turner
Subject: RE: Windfare Condominiums (Atlantic Beach)
Please use this E mail as record that I received the latest package from T he Cullipher Group, I also met with Mr Ron
Cullipher on site. It is my understanding that by answering your letter via E Mail at this this time, the 30 day grace
period to respond is still in effect. Mr. Cullipher notified me of the latest changes as noted on your drawings. I
expressed my concerns to Mr Cullipher and would like to use this E Mail to also note my concern about the Vegetated
Outlet Swale as noted on sheet 6 of 7(vegetated outlet swale). What I see in all the drawings and plans, is a great
effort to remove any excess water from the higher property and allow it to run into a trench adjoining our properties. If
at anytime due to heavy rain or tidal surge and this trench holds water( meaning non flowing water) at any depth, a
situation will occur by which mosquitoes will breed, foul smells will occur and the grass will grow to a point to which it
can not be properly maintained . The ground in this area will not absorb any excess water, as proven by soil test. This
trench is only feet from our standing dwelling.
It is my understanding from the meeting with Mr. Cullipher that the purpose of this trench is to reroute the excess
water from the higher elevation to the sound. If this is correct, the solution to this problem is to reroute the water
underground to avoid standing water.
Sent from Mail for Windows 10es
From: Ginger Turner
Sent: Thursday, March 14, 2019 4:19 PM
To: Joe Sechrest (isechrest19630amail.com
Cc: Ron Cullipher: heather. m.stvron0ncdenc.aov
Subject: Windfare Condominiums (Atlantic Beach)
Mr. Sechrest,
Please see the attached email from Heather Styron of Coastal Management as discussed earlier in reference to receiving
the package. If you will please cc me on any response to her.
Thank you and have a great weekend!
Ginger Y. Turner, PE
The Cullipher Group, PA
151-A Highway 24
Morehead City, NC 28557
[phone] (main)
[phone] (direct)

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Styron, Heather M.
From: Ginger Turner <[e-mail]>
Sent: Monday, March 18, 2019 7:59 AM
To: Styron, Heather M.
Subject: RE: [External] Windfare (aka Channel Bay) Atlantic Beach
Attachments: Windfare Green Cards.pdf, RE: Windfare Condominiums (Atlantic Beach)
Please seethe attached email from J. Sechrest and the USPS tracking info as requested. Let me know if you need any
other info to proceed with the request. Thank you!
From: Ginger Turner
Sent: Thursday, March 14, 2019 4:31 PM
To:'Styron, Heather M.' <[e-mail]>
Subject: RE: [External] Windfare (aka Channel Bay) Atlantic Beach
Please let me know if you need more information than what's attached.
Thanks and have a great weekend!
Ginger Y. Turner, PE
The Cullipher Group, PA
151-A Highway 24
Morehead City, NC 28557
[phone] (main)
[phone] (direct)
From: Styron, Heather M. <heather.m.styron2ncdenr.gov>
Sent: Wednesday, March 13, 2019 12:03 PM
To: Ginger Turner <[e-mail]>
Subject: RE: [External] Windfare (aka Channel Bay) Atlantic Beach
I also need you to send me more detail of the 6' wide boardwalk (material used, length, elevated?)
From: Ginger Turner [mailto:[e-mail]]
Sent: Tuesday, March 12, 2019 2:23 PM
To: Styron, Heather M. <[e-mail]>
Subject: RE: [External] Windfare (aka Channel Bay) Atlantic Beach

Thanks Heather
From: Styron, Heather M. <[e-mail]>
Sent: Tuesday, March 12, 2019 2:17 PM
To: Ginger Turner <[e-mail]>
Subject: RE: [External] Windfare (aka Channel Bay) Atlantic Beach
Hey Ginger,
I spoke with Roy and he said if you can provide an email from the adjacent neighbor stating he did receive the packing
and explain what happened etc., that we can use that along with the receipt.
Thanks,
Heather
From: Ginger Turner [mailto:[e-mail]
Sent: Friday, March 01, 2019 7:19 AM
To: Styron, Heather M. <[e-mail]>
Subject: [External] Windfare (aka Channel Bay) Atlantic Beach
Good morning Heather,
I'm following up on the status and if you had any questions or concerns for this project.
Have a great weekend!
Ginger Y. Turner, PE
The Cullipher Group, PA
151-A Highway 24
Morehead City, NC 28557
[phone] (main)
[phone] (direct)

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
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THE CULLIPHER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES
January 23, 2019
Phyllis H. Sechrest
6786 Kelsey Court
Gibsonville, NC 27249
Blanche Mitchell
3609 Melrose Drive
Raleigh, NC 27604
RE: Windfare Condominiums
Minor Modification to Major CAMA 123-18
402 Old Causeway Road
Atlantic Beach, NC 28512
Adjacent Riparian Owners,
Enclosed you will find a copy of the submittal package for a minor modification to Major
CAMA Permit 123-18 for the above referenced project. The revisions being requested are listed in the
attached correspondence addressed to Coastal Management. 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 H WY 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] Ext217
SEAL
36970
�'y •:LCi1Nrc�P• Q'
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To:
NCDEQ-CAMA,
WE ARE SENDING YOU:
THE CULLIPHER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES
HESTRON PLAZA TWO
151-A NC 124
MOREHEAD CITY, NC 28557
1773-0090
F:[phone]
DATE January 31, 2019
JOB NO. PM2506
ATTENTION Heather Styron
RE: Wlndfare
Minor Mod to CAMA Major 123-18
COPIES
DATE
NO.
DESCRIPTION
1
1/24/19
2236
check $100.00
)
1
1/23/19
Engineer's Letter
1
1/23/19
Notice to Adjacent Riparian Owners with Certified Mail Receipts
1 set
1/23119
Plans
THESE ARE TRANSMITTED as checked below:
©For approval ❑Resubmit copies for approval RECEIVED
[—]For your use [—]Submit copies for distribution
[-]As requested []For review and comment JAN 3 1 2019
❑ FOR BIDS DUE
❑ PRINTS RETURNED AFTER LOAN TO US DCM-MHD CITY
REMARKS PLEASE CONTACT GINGER TURNER WITH ANY QUESTIONS OR COMMENTS. THANK YOU.
EMAIL: [e-mail]
COPY TO
SIGNED

Styron, Heather M.
From: Styron, Heather M.
Sent: Monday, March 11, 2019 1:55 PM
To: 'Ginger Turner'
Subject: FW: Question on certified mail
FYI,
See guidance from the AG office below for the one notification that is not picking up certified mail. Please let me know
what you do because we can't process the modification without this. Also if I didn't send you the new notification
guidelines please let me know.
Thanks,
Heather
From: Goebel, Christine A
Sent: Monday, March 11, 2019 1:52 PM
To: Styron, Heather M. <[e-mail]>
Cc: Brownlow, Roy <[e-mail]>
Subject: Re: Question on certified mail
Hi Heather -
Please ask them to look for and try alternative means of contact. Email? Phone call? Look up addresses at tax office but
see if there is one on their deed. If there is an HOA, maybe that has another phone/email. Or just google their neighbor.
Ifthe Adj Rip Owner is an LLC/Inc., look them up at the Secretary of State.
.. _ ,Have them keep track of various attempts and provide that list to us when they feel like they have exhausted all
avenues.
Thanks!
Christy
Get Outlook for iOS
From: Styron, Heather M. <[e-mail]>
Sent: Monday, March 11, 2019 12:30 PM
To: Goebel, Christine A
Cc: Brownlow, Roy
Subject: Question on certified mail
Hey Christy,
An applicant has applied for a minor modification to their major permit and has sent notification through certified mail.
The applicant has sent me the printout and it states : Delivery Attempt on February 6, 2019 held at post office at
customer request. What do they need to do at this point?
Thanks,

Heather
Heather M. Styron
Field Representative
NC Division of Coastal Management
NC Department of Environmental Quality
252 808 2808 ext.216 Office
heather. m.stvron(5ncdenr.aov Email
400 Commerce Ave.
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.
2

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WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
DEVELOPER
WINDFARE CONDOMINIUMS, LLC
MAX 0. BARBOUR, SR.
8504 TOWNELEY PLACE
RALEIGH, NC 27605-2026
SHEET: COVER
PROJECT: PM2506- 001
ENGINEER
°][°lH[lE CUl[al(eIP H[lER GROUP, P.A.
VICES
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-4482
IGPY(�ITURN ER9 P.E. DATE
Esslo'!y'%
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RECEIVED
JAN 3 12019
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SITE DATA
TOTAL TRACT AREA - 2-28 ACRES
AREA WITHIN 75'AEC a q.TJ9. TT Si
AREA WITHIN 30'BUFFER - 19.064.13 SF
PRE -BB BUILT UPON AREA . 33.301.78 SF
PRE -BB BW pTXIN TS'AEC - 13.966.n Si
PRE -BB BUA WITHIN 30'BUFFER - 3.344.40 SF
RIVER BASIN u MITE OAK
RECEIVING STREAY - FUGUE SgITID
STREAY CLASS a $AINp.
STREAY ID - 20-36-S B.$I
PROPOSED BUILT UPON AREA
BUILDINGS � 1B.SI6 SF
DRIVE � ID. D]2 SF
CONCRETE DRIVEWAY � 2.154 5F
II iURTTURETYISSIDEWALK . I.Be6 SF
TOTAL � 31.701 SF
PRWDSED PERVIW$ PAVEMENT . 8.707 SF
PROPOSED BUA WITHIN TS'AEC . 12.292.22 SF
PROPOSED S BD4 WITHIN 14'AEC - 28.1i
PROPOSED BUR TREATED WITHIN TS'AEC a 4.284.19 SF
PROPOSED EFFECTIVE x BUA .ITXIN TS'AEC • 18.31i
PROPOSED BUA WITHIN 30'BUFFER u 0 SF
PERVIOUS PAVEIENT
CONCRETE
NOTE; NO WETLANDS EXIST ONSITE
OWNER: WINDFARE CONDOMINIUMS.
MAX 0. BARBOUR. SR.
ADDRESS: 8504 TOWNELEY PLACE
RALE IGH. NC 27605-2026
WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
151A HIGHWAY 24
MOREHEAD CITY, N.C.23557 1/24/15
---------------------------------------
[phone] LICENSE N0. C-4482 SCALE:
1" = 40'
1-0--h.

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FIF - FlxlsxUB
ED FLUOR STA - ST%TIOx
FT - FEET TYP - iYPI CAL
DV - LANE YµVE - -k FEA. \\\ 5.60 fi Ol / i b. \/ 0 S4 / E5.T2
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1 P D- . 63 400 Dy0
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SCALE: 1 "= 40'
SHEET: 2 OF 7
PROJECT: PM2506- 001 TWEST WEECES WEST
SEEDING SCHEDULE A'll--
SEED BED PREPARATION I! III
All, CCI
L IME___--- ------- - a TERI ' 1 /' E \ \ ///T� l• _ �`
10-10-IB ____ _---------- 1.000 LBs/Ac ' / / /\�� %i% \ =�1 \ \ \ / - \ -
SURi ACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED fF6 / I I L\ -/ A•fi / \ \ / / ^\\ - \
IN A LOOSE SURFACE. ADDITIONµ ROUGHENING WT MET SE REOIIREO _ ✓ 5 54 / �.fi ,r i
EXCEPT TO BREAK UP LARGE CLUBS. IF RAINFALL CUBES THE SURFACE--_-_
TU BEGONE SEALED BE CREATED. LWSEH li JUST PRIM TO SEEDING BY / f:0 ( S•0 \
DISK ING. TARING OR NARROWING. GROOVE EF FURROW SLOPES STEEPER
TIT 13:t ON THE CMTWR BEFORE SEEDING.
TEMPORARY SEEDING MIXTURE SECNRE it `-`I A - -- -I/
sT
RYE
NOBEFL AIIII-2�SG-IF-----SO LBS/KLBS/AC NO
D-KI ]6.5T ;DQ,31, GDL'NUR L I •r I ' /lL I!I /�-�\ )' V✓/ / / \ - - I / / // /
CONEANNUAL LESPEDEZA MEN DUWTION OF TEMPORARY COVER IS MET pDORESS• .n \ I / \ I / (/ Xd '
TO EXTEND BEYOND JUIEI It`
GERWN PULLET AO L05/K F ICI J� \\ \ I\ \� _o \ a •'A / ,1 \ \ \\ \\\
1"DU u- OEC£IPFR 3GI : ) I \\1A \ \ \ \ \ - I / x L,
RYE IEAINI - 25 LBS/AC "' 2 r' "�
I IF IT 15 NECESSARY TO EXTEND TEMPORARY COVER BEYON JUNE 15. - _ _ _ _ _ _ _ _ _ _ _ _ v 1 / I' \ \ ) \ \ 1 I \ / �q!/�l CB /\ I / _\n\ x�]M!/'
OVERSEED WITH 501 SCSI I --------------------1 I I / 3A 3B _
PERMANENT SEEDING MIXTURE_ _______ ___ PINA COLADA L II // 1--I- //�•�- �>'-� I-- _ �/ \\ �' J \/�/
TALL iESgE -60 LB5/K T - __ _______ _ \ (/ 1 // --/ Ty
PENSACOLA BAH IAGRASS - 50 LIES/AC
- -Y o I \ /
SERICEA LESPEMIA - SO LB5/K$ Eb•5 f
KOBE LESPEDEIA 1. USE M
- 10 LB5/K 11 •- / = !� GE OE6 F(6.5 a L 6-
1. FROM SEPTEMBER 1 - WRCX SCOW= SERICEA SEED 'I
2. ON PONLY ORAIEO SITES OUT SERICEA AI® IRCEAE Am
TO 30 LBsnc
3. MERE A NEAT &PEMUM 15 DESIRED. MIT SERICEA ANONIN
A. BET15ENE0 IL 15 AMIDLBAWUST 15. = 10 LB/KC GERMAN MILLET 1 1 I I III R / 1 �• I 1� / \6\4 r
pR 15 LB/A[ SWMGRA55. PRIOR i0 WY 1 q ALTER AUG 15. ADO \ �F ( �`.11 -
25 1 FITE IGRAIII ,1 h : / I 1 /6 , 1
\� )\�� IIII
PERMANENT SEEDING MIXTURE ISMALES b DITCHES) �1 )/ I I �. I , I `\ ;I \I III It
DOMINION ERMDAGRAss--__-__ BD LSVAC
MULCHING _ma
STRANIMEAT. OATS. EACE RYEI- 1-2 TE/K SIKTER SUBJECT 2am JrvPrvP m< CD/
Wµ W
I STRAW 1TY SHALL BE MY. MgD I JAMEATHEE0mna 1 I rv< 1 I I W
D Y� a vJ J oa
ASPHALT TACX----- - ------- -_zE cAL./TE O' Maq n aorJ / / / .PREP / \ d
1. APRY A000 LB/AC STRAW. MICNE STRAW BY TACKING WITH ASPHALT. 1 MITI 1 6000 1 W',m6 I '�rvM , / 6.2 b f f•\ \ 6• .9 ]•9I
KEY MG.UP A MRCN AXOIEIXG TRUE. A DISK WITH BLARES SET NEARLY ' mn ' d'F'U P ` U '-i I I / L /
SiflA1GXi CAN BE USED AS A WL[X MgE1NG TOO. ¢mn•[ D 1' 3V00 •0
I ¢^mz I wmmz I o.mV
3. A CHANNEL LINING WTERILL (SEE DETAIL BELOfI SMALL [OVER THE " I
BOT TOY OF SIMILES 6 OI TCHES. THE LIKE ING SHALL EXTEND ABOVE THE d^Z6 ' 3R'Zn P ZpinZ P amr
TIGHESi DEPTH E FLOW WITHIN GIVEN CHANNEL. ON Nµ L SIRE I ` �^V P.mam mz S. ^ND� ( / \\ \�•�/ \ \ / ' \\ / / I I
POPES ABOVE THIS XElgi APPLY STRAW AS PREVIOUSLY INSTRUCTED. oz I zGZ� I I W^za I \\ (\ / \ iE6•Et// f // -- J
TIME OF APPLICATION I i io��
THE µIDLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE / P Ze2^ \\\ALA r 6,lif I�1
ARGUE TWAT CAI BE RETAINED BY VEGETATIVE COVER OROTHER AMMATE r� \ 1, ` � _ QA 1 I
EROSIONCONTROL DEVICES E STRUCTURES. IN ANY EVENT. SLOPES LEFT \ \ / } I 1 I \ 1 p 1 X \\� -1 I \ •S II / I
EXPOSED RILL. NTXIN 21 CALEMM DAYS O COPLETIM O ANY PHASE OF
"AGING. E RANTED E OTHERN ISE PROVIDED WITH TEMPEMY E \ Z / � / / _ _ _ _ _ _ jam_ / 1 Y` � \ � \ / Ei•G0 / I 7 \ \ 4 1 I /
PERMANENT OidNO COVER. DEVICES. E STRUCTURES SUFFICIENT TO RESTRAIN ) 4
EROSION. / I -
MAINTENANCE I//� I / R5�\\-- �/ Iy/ f �/
IF GROEIN IS LESS
THAN FULLY AOEOWE TE. %FERTILIZE IN THE COD \I I \I % / I `\ / / ILK
YE K WITH He 1 10-10-10 FERTILIZER. MN AS NEEDED MEN
/ / / W
SERICEA IS RENTED FROM THE MIXTURE. RESCUE. AND W RED. FERTILIZE ALCHj5'
DAMAGES AREAS IIMME
DIATELY. I / s• / / JS' / / Ir _ JIA_
/r~-55
A a Q
I / /
0
As 4 g >e $K I
LEGEND AL' \ J \ \
D
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7
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MAINTENANCE PLAN
.ALL EROSION NM SEDIMENT CONTROL MEASURES SNµL BE CHECKED FOR STABILITY AND EFFECTIVE
OPERATION FOLLOWING EVENT RUNOFF PROCEEDING RAIKKL EVENT OR AT LEAST MCE A WEER.
REPAIRS REWIRED SHALL K COMPLETED IMMEDIATELY TO THE DIMENSION AND FUNCTIONS
INDICATED O1 THE PLAN.
2.SEOTWHT SMALL BE KE . IF. MEMO THE SEDIMENT FENCING MEN IT BECOMES 0.5 FEET
DEEP AT THE FENCE. THE FENCE SHALL BE REPLACED ON REPAIRED AS NECESSARY TO WINTAIN
BARRIFR.
S.ALL SEEMD AREAS SHALL BE FERTILIZED. RESEEDED AXO WAGNER AS NECESSARY ACCORDING TO
THE SEEDING SCHEDULE TO ESTABLISH ABU MAINTAIN A DENSE VEGETATIVE COVER.
CONSTRUCTION SEQUENCE
1. MAURIE µWE/q RELOCATE EXISTING MSTRUCTIMS.
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE.
3. CLEAR AXON GRLB THE SITE. EXISTING WASTEWATER. DRAINAGE AND WATER UTILITIES SHOULD SE EXCAVATED.
PROPERLY DISPOSED I BA CEILLEO WITH CLEAN SAND WTERIALS.
A. INSTALL SILT FENCING AT SPECIFIED LOCATIONS.
5. EXCAVATE MINION OF 1.5 FEET OF EXISTING WTERILL AT ALL FROPOSEO INFILTRATION AREAS PLUS A
ID FEET PERIMETER. REMOVING THE EXISTING MIXED SOIL SURFACE WTERIALS. EXCAVATED SURFACE MATERIALS
SHALL BE EXPONTEO AWAY FROM THE INFILTRATION AREAS.
6. CONSTRUCT KEYSTONE RETAINING WALL. EXCEPT FOR THE SECTION OF WALL BETWEEN BUILDINGS 1/2 µU 5/6.
T. CONSTRUCT 40BEXT TRAP BETWEEN BUILDINGS 1/2 AND 5/6 ANON CHECK VMS ALONG THE PROPERTY LINE SYµ ES.
B. BEGIN FILLING THE SITE AND GRADING TO DRAIN TOWARDS PROPOSED SEOIMXT TRAPS. ROUGH MADE SITE AND
STREET. ONCE FILLED TO PROPOSED WALL HEIGHT AT EACH WALL BREAK CONSTRUCT EWINING PMTIMS E THE
WALL. CONTINUE FILLING THE SITE TO THE PROPOSED DECADES.
9. IMTALL WATERLINE ANON OTHER UTILITIES.
10, EEO 6 MULCH ALL AREAS E DISTURBANCE NOT TO BE PAVED WITHIN T GAYS OF LAND DISTURBANCE. REMIVE
SEDIMENT TRAPS ONCE AREA IS STABILIZED.
11. FIE FAKE STREET .MAKE RACE SOME BASE COURSE.
+z. BE IN WELDING CMSTRUCTIM.
Ia. INSTALL III STONE BASE FOR INFILTRATION PERVIOUS PAVEMENT EIVEWATS. DEPTH PER TABLE. WO
PROTECT SURFACE FROM SEDIMENT. CONSTRUCT EERVATIE WELLS. PLACE PERVIOUS PAVEMENT ANON PROTECT.
1A. REMOVE STORE CONSTRUCTION ENTRANCE.
15. PAVE STREET.
16. REEWI FINAL FACING. SEED AM MO ALL REMAINING OISTIKEED AREAS.
IT. REMOVE SILT FEES AXE CHECK BANNS. REWAE ANY EREBy.ARIFILMO F/y1EyERV1OR PAVEMENT AS NEEEO.
JAN 3 12019
STIIBU.,11CAUMI CITY
Rao•.xg.imifl
SITE AREA OPSCMPnoX
BrpeN¢pTrox
THOMMEN¢ ESCFPTaxs
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NOTE: NO WETLANDS EXIST ONSITE
REVISIONS:
No. BY DATE DESCBIPTIaY
OWNER: WINDFARE CONDOMINIUMS, LLC
MAX 0. BARBOUR, SR.
ADDRESS: 8504 TOWNELEY PLACE
RALEIGH, NC 27605-2026
ORIGINAL CAMA DRAWINGS 10/9/18
CAMA GRADING PLAN
WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
D3\%WAA`nnAE11RV BE, DUKV6llNu 'l]KVIL:PA DATE:
151A HIGHWAY 24 1 /2J
MOREHEAD CITY•N.C. 28557
[phone] LICENSE NO.C-4482 SCALE:
1' _

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LF
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ENVIROMENTAL CONLERN
Wll
- MINIMUM
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BUILDING
MiL
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BAD -
REARING
NIN
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CL -
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UM -
DRIVE.
PITS
- NOT TO SCALE
EL -
ELEVATION
O.C.
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EIR -
EX. IRONRHOR
R
- RADIUS
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EDR OF PAVEMENT
Rn
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EX -
EXISTING
SN
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FE -
FINISHED ELEVATIONI
SIR
- SET IRON ROD
FF -
FINISHED FLOOR
STA
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FT -
FEET
TI
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GV -
GATE VALVE
GRADE AT CENIEPL NE
PERVIOUS PAWK.'
-.-
PROPOSED WATERLINE
- +- -
EXISTING CONTOUR
CONCRETE
-r-
FRCIPOSED CONTOUR
ID-
LAND DISTURBANCE LIMITS
-p-
SILT FENCE
GW
DESINVATICM TELL
.0
PROJECT: 0. 001
• 0 _ �T'
E6.VE8
` NOTE: NO WETLANDS EXIST ONSITE
4.55
2'6 \ \ / A- - - L - _ / -1 SWALE 3 AT0.88X
0.72X // , \1\ \ \ 1 ( \----- / 1 `�\ la SLOPE. 2'90TTON REVISIONS:-
'Sall
/ \\ 6.0 rb 11 1 1
2.25
1-77
N/F BLANCHE MITCHEIV_
D.B. 78 PG. 89 \ \ \ \
NCPIN 637512873397000 /� F 2,-0o \r
ADDRESS: 326 OLD CAUSEWAY ROAD
TIE NEW VIN
\ KEYSTONE RE
INTO EXISTI
ALIGNMENT A
OWNER: WINDFARE CONDOMINIUMS. LLC
MAX 0. BARBOUR. SR.
ADDRESS: 8504 TOWNELEY PLACE
RALEIGH, NC 27605-2026
ORIGINAL CAMA DRAWINGS 10/9/18
CAMA ENLARGED GRADING PLAN
WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
THE CULLIPHER CROUP, P.A.
ENGINEERING & SURVEYING SERVICES DATE:
151A HIGHWAY 24 1/24/19
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-4482 SCALE:
1" = 30'

N/F PHYLLIS SECHREST
D.B. 1131 PC. 87
NCPIN 637508873796000
ADDRESS: 110 PINA COLADA LANE
LEGEND
AE -
ACRE
INV
- INVERT
AEC -
AREA 7LF
- LINEAR FEET
ENV I RMWNT4 CONCERN
VAN-
MAMIWY
BLOC -
BUILDING
IBL
- MINI MUM BUILDING LINE
BRB -
BEAR 'NO
MIN
- YINIWY
CF -
CUBIC FEET
N/F
- NOW OR FORMERLY
CL -
CENTERLINE
ARM
- NORMAL HIGHWATER
ON -
ORIVEMAY
NTS
- NOT TO SCALE
EL -
ELEVATION
O.C.
- ON CENTER
EIR -
EY. IRON 0.(D
R
- 0.Ap1U5
EOP -
EDGE OF
R/M
- RIONTQ-WAY
ER -
El15TIN0
SN
- SHEET
PE -
FINISHED ELEVATION
SIR
- SET IRON ROD
FF -
FINISHED FLOOR
STA
- STATION
FT -
FEET
TTP
- TYPICAL
OV -
'ATE VALVE
-
WADE AT CENTERLINE
PERVIOIS PAVEMENT
—F—
PROPOSED WATERLINE
- .-
EXISTING CWT01R
A
.
COKflETE
—.—
FRWOSEO CONTOUR
�U—
LAND DISTURBANCE LIMITS
—
SILT FENCE
OM'
OBSERVATION TELL
PROJECT:SCALE: 1
0. 00
ai m°C�PN4L II pLIGN1ENTT6NELEVITIM° BOGUE
SOUND
(SA; HQW)
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6.1 If
6.2
6.0
MAT-CHL�N FE6.2T i 6 11 ° 5.9
SEE SH3 EOF A __--_`
.h
RECEIVED
JAN 3 12019
DCM-MHD CITY
NOTE: NO WETLANDS EXIST ONSITE
REVISIONS:
Na 9I DATE DESCR/PTK
OWNER: WINDFARE CONDOMINIUMS, LLC
MAX 0. BARBOUR. SR.
ADDRESS: 8504 TOWNELEY PLACE
RALEIGH. NC 27605-2026
ORIGINAL CAMA DRAWINGS 10/9/18
WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
THE CULLIPHER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES DATE:
151A HIGHWAY 24 1/24/19
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-4482 SCALE:
1" -30

,..mn
ioi
A
At - ACM LF - LINEAR FEET
AEC - ARE Of MAX - MA .
ENVIRONMENTAL CONCERN IBL - MIXIWY BUILDING LINE
IN. GO - BUILDING MIN - MIXIWY
BRG - BEANING N/F - NDM M. FWNERLY
CF - CUBIC FEET WE - NORMAL MI. WATER
CL - CENTERLINE XTS - NOT TO SCALE
DN - DR IVEMAY O.C. - ON EL
EL - ELEVATION PRO - PERYRENT BLU OFF
EIR - EX. IRON ROD PT - PIMP TAM
EM - EDGE W PAVEMENT R - RADIUS
EX - EXIST IN4 R/N - RIGN T 6-NAY
FE - FIXISMEO ELEVATION SX - SNEEi
PF - iINISNEO FL SIR - SET FROM Rm
fI - FEEL ST - SEPTIC TAM
BV - GATE VALVE STA - STATION
INV INVERT iTP - TYPICAL
pUDE AT CENTERLINE PERVIOUS PAVEMENT
—F— PRIXTSEO WATERLINE
- a- - EXISTING CONTOUR
—a— CONCRETE
PROPOSED CWTOUR
�D— LAND DISTURBANCE LIMITS
—SF— SILT FENCE
OBSERVATIM WELL
L 10 20 • 1 0:•
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PROJECT:SHEET: 5 OF 7
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0'B PI63T BBB 31RA EOL�A LpRE
"DRESS; MVO
--------------------------------------
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REVISrIONS:
Na I BY I DATE I DESCRIPTION
OWNER: WINDFARE CONDOMINIUMS. LL
MAX 0. BARBOUR. SR.
ADDRESS: 8504 TOWNELEY PLACE
RALEIGH, NC 27605-2026
ORIGINAL CAMA DRAWINGS 10/9/18
WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
ENGINEERING & SURVEYING SERVICES DATE:
151A HIGHWAY 24 1 /2�
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO.C-4482 SCALE:
1' =

G'PERVIOUS
CONCRETE
AST WASHED STONE
.DEPTH SEE TABLE
\ / / SUBGRADE SLOPED
AT GRAD MAX
EXISTING SURFACE COQUINA AND/OR SURFACE RUBBLE SHALL BE EXCAVATED
A MIN INUA 1.5' FROM THE EXISTING SURFACE WITHIN THE AREAS OF
PROPOSED INFILTRATING PERVIOUS PAVEMENT PLUS A 10' PERIMETER.
EXCAVATED MATERIAL REMOVED FROM THE SITE AND BACKFILLEO WITH
CLEAN FINE/MEDIUM SAND MATERIAL.
DRIVEWAY
MIN DEPTH OF
GRAVEL
DRIVEWAY
MIN DEPTH OF
GRAVEL
1A
16.5"
48
16"
1B
16.5"
5A
16"
2A
16.5"
58
16"
2B
16.5"
6A
16.5"
3A
16.5"
6B
15.5"
3B
16.5"
7A
15.5'
4A
16.5"
7B
14"
SCALE: NOT TO SCALE
PERVIOUS CONCRETE SECTION
ww
ww
COMPACTED
COMPACTED '� A
SECTIONASPHALT •SECTION
SCALE: NOT TO SCALE
ASPHALT & CONCRETE SECTION
I''1114\`
LINE SLOPES W/—
EXCELSIOR BLANKET
33'MIN
24"
PERMEABLE PAVEMENT
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
EX. EDGE OF LOCKABLE CAP FLUSH
PAVEMENT WITH SURFACE
2-3 INCH WASHED STONE -1 (�
16' THICK) 1 _ � I �_ PAVE DRAIN
--•.//qt\\//J// SCALE: NOT TO SCAL
/ CONSTRUCTION
VEGETATED OUTLET SWALE ENTRANCE
E
2X BOARDWALK I
F INIsx60
6' I I
GRADE TREATED 2% CAP
/TOP BH EL4.5) �I °
-ElLL MATERIAL WHALER I ° I
I I
VINYL
EXISTING I SHEETPILE
cRADE
E% BULKHEAD
SILT 5'
OE AGM AN A5 BASIN
REQUIRED I WHALER
FILL MATERIAL I �
�\ EXISTING MATERIAI��/�� Mpk E
PL
/ AN VIEW
/.'\V �^n� QI Y L: '.- BOTTOM DITCH WIDTH VARIES
BASED ON STRUCTURAL SPILLWAY
DETERMINATION MIN.
._ BY OTHERS 2/3 STREAM/
A\\\/A\ \/.1\ I DITCH WI H
SCALE: NOT TO SCALE
BULKHEAD DETAIL
"DIA
PVC PIPE
1"-6"INTO
SUBGRADE
SCALE: NOT TO S
PERVIOUS CONCRETE
OBSERVATION WELL
NOTE:
ROCK SHALL BE CLASS I RIP RAP
OR W57 STONE AS SHOWN.
1' MIN. THICKNESS CLASS
I RIP RAP PLACED ON
DOWNSTREAM SIDE OF
CHECK DAM. 2' MINI �—
TOP OF BANK
aYiT WASHED -�
SV
FLOW TONE
[ESTDITCH
BOTTOM I_
ITCH"' 15' MIN.
ITTOM SPILLWAY SHALL BE V MIN.
BELOW LEVEL OF LOWEST BANK.
SECTION D—D SECTION E—E
S
W
INSTALLATION NOTES:
1. THE BASE OF BOTH END POSTS SHOULD BE AT
2. INSTALL POSTS 4 FEET APART IN Cfl ITICAL
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTI
TO SUPPORT THE FABRIC FROM UPSTREAM WATT
4. INSTALL POSTS WITH THE NIPPLES FACING A'
5. ATTACH THE FABRIC TO EACH POST WITH THRI
45 DEGREES THROUGH THE FABRIC. WITH EACI
HANG ON A POST NIPPLE WHEN TIGHTENED TO
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AI
7. NO MORE THAN 24 INCHES OF A 36 INCH FABI
B. THE INSTALLATION SHOULD BE CHECKED AND
9. COMPACTION IS VITALLY IIPORTANT FOR EFFI
WIRE FENCE
STEEL POST FILTER FABRIC
-THOROUGHLY
TRENCH
/ COMPACT
ACT
/ THOROUGHLY
UPS
8"WIN RECEIVED
24" 0..
Do OOo
JAN 3 12019
CROSS SECTION
VIEW DCM-MHD CITY
IGHER THAN THE MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY.
APART ON STANDARD APPLICATIONS.
SILT FENCE. AND AS CLOSE AS POSSIBLE TO THE FABRIC. ENABLING POSTS
FABRIC.
ED WITHIN THE TOP 6 INCHES OF THE FABRIC- ATTACH EACH TIE DIAGONALLY
ST 1 INCH VERTICALLY APART. ALSO. EACH TIE SHOULD BE POSITIONED TO
TS AND SECURE WITH 3 TIES
SILT FENCE
DINT SEALER J R
• G2i 11 JOINT FILLER
TRANSVERSE EXPANSION JOINT IN SIDEWALK
SCALE: NOT TO SCALE
NOTE:
A'.- EXPANSION JOINT SHALL BE REQUIRED AT 45' INTERVALS.
A "j EXPANSION JOINT SHALL BE REQUIRED WHERE THE
SIDEWALK JOINS ANY RIGID STRUCTURE.
R "It
1'
TO THE SILT FENCE FABRIC WITH THE
INCH. COMPACT THE UPSTREAM SIDE
SCALE: NOT TO SCALE
8" Min. Low Permeable Sail -\ /- Keystone Cap Unit
Keystone Standard Unit ( 1')
24" Unit Drainage Fill
(3/4•Crushed
Rock or Slone) 8
Approximate Ralnforced Sail 1/8"-1/4' -
Limits Of
Excavation _ B.
Retained Soil G rid ReiMorcememt Finished Grade
4" Perforated pVC
Drainage Tile
Note:
When site conditions require, wrap drainage Unreinforced Concrete
the in 314"aggregate and filter fabric with or Crushed Stone
drainage composite or aggregate back drain Foundation SON)Leveling Pad
system, as directed by geotechnical engineer.
KEYSTONE REINFORCED WALL
REVISIONS:
Na TBY I DATE I DESCRIPTION
—i OWNER: WINDFARE CONDOMINIUMS.
MAX 0. BARBOUR. SR.
GROOVED JOINT IN SIDEWALK ADDRESS: 8504 TOWNELEY PLACE
SCALE: NOT TO SCALE RALEIGH, NC 27605-2026
NOTE:
A GROOVED JOINT I' DEEP WITH'1e RADII SHALL BE ORIGINAL CAMA DRAWINGS 10/9/1
REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS 0 rAA.A rAu Anrrn rrl nTA — AAi
IES TYPICAL CONCRETE SIDEWALK WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
SHEET: 6 OF 7
PROJECT: PM
2506— 001
TEMPORARY CHECK DAM
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-4482 SCALE:
A

50
40
A
'A
-68
6A
- 4g
-
...;..3B
5B C 5A
_ _
qq
30
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-
PROPOSED
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:PROPOSED--
PR
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--PROPOSED
--
o
:...
-BUIL
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-.....BUILDING
._.BUI
DING..
..
.. BUI
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- -.-BUILDING...
w 20
_.
1.
10 --- ___ -__-El
PROPOSED GRADE (LESS THAN 5%)
PROPOSED RETAINING WALL
EXISTING BULKHEAD ._._.
(NHW LINE) 0
0 0
0 0 EXISTING GRADE
0
0 0
o
4• 20
•
•
SHEET: 7 OF
-R• •. 001
MATERIAL BELOW
EXISTING GRADE
FILL MATERIAL
ABOVE EXISTING GRADE
�' ---
PROPOSED GRADE (LESS THAN 5%)
U
DRIVEWAY
APPROXIMATE LOCATION
OF NEW BULKHEAD
EXISTING BULKHEAD
—I -- -- --�'
NLRMA� H�GIi WATEj Ll-23 . �.�.�.
(NHW LINE)
REG,,EIVED
0
O
0
O
M
JAN 3 1 2019
0
0
CITY
STATION
DCM_MHD
CROSS SECTION A2—A2
REVISIONS:
NOTE: NO WETLANDS EXIST ONSITE Na � DATE
OWN LLC
MAX 0. BARBOUR. SR.
ADDRESS: 8504 TOWNELEY PLACE
RALEIGH. NC 27605-2026
ORIGINAL CAMA DRAWINGS 10/9/18

_________-_____ ENAIa
LEGEND
AC -
ACRE
INV
- INVERT
AEC -
AREA BY
LF
- LINEAR FEET
ENVIRONMENTAL CONCERN
Wll
- MAXIMUM
9LW -
BUILDING
WELL
- MINNN BUILDING LIRE
ONG -
BEYIING
MIN
IW
- MIIEW
CF -
CUBIC FEET
N/F
- NCP OR FORORLY
R -
CEXTENL INE
NO
- NORMAL HIGH WATER
Df -
MINE RAY
NTS
- NOT TO SCALE
EL -
ELEVATION
O.C.
- ON CENTER
EIR -
EX. IRON RON
R
- RADIUS
EON -
EDGE BY PAVEMENT
M
- RIOXTQ-WAY
EX -
EXISTING
SH
- SHEET
FE -
FINISHED ELEVATION
SIR
- SET IRON ROD
IF -
FINISHED FLOOR
STA
- STAT IBM
T -
FEET
TYP
- TYPICM.
DV -
DATE VALVE
-
MADE AT CENTERLINE
PERVIOUS PAVEYENI
M-
_
fliONMEO MATERL INN
a- -
EXISTINGCONTOq
-.-
EXISTINGED CMTO
CONCRETE
-LD-
LAND DISTURBANCE LIMITS
-4-
SILT FENCE
ROOF OVERHANG
DW
OBSERVATION WELL
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40 20 0 40 80
SCALE: 1 "= 40'
SHEET:1 OF 7
PROJECT: PM2506— 001
I
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AODR SSt t10
---------------------------------------
PINA
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--_
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-II9.1] Sb•55'{f'F --
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/
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J•
DO
i
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 -BB BUILT UPON AREA = 33.301.T8 SF
PRE-88 BUA WITHIN 75'AEC = 13.966.11 SF
PRE-88 BUA WITHIN 30'BUFFER = 3.344.40 SF
RIVER BASIN = WHITE OAK
RECEIVING STREAM = BOGLE SOUND
STREAM CLASS = SAIHOW
STREAM 10 = 20-36-(B.5)
PROPOSED BUILT UPON AREA
I BULDINGS = 18. 576 SF
DRVE = 10.032 SF
CONCRETE DRIVEWAY = 2.154 SF
CONCRETE SIDEWALK = 693 SF
FUTURE MISC = 1.846 SF
TOTAL = 33.301 SF
PROPOSED PERVIOUS PAVEMENT = 8.707 SF
PROPOSED BUA WITHIN 75'AEC = 12,292.22 SF
PROPOSED % BUA WITHIN 75'AEC - 28.1%
PROPOSED BUA TREATED WITHIN T5'AEC = 4.284.19 SF
PROPOSED EFFECTIVE % BUA WITHIN 75'AEC = 18.31%
PROPOSED OUR WITHIN 30'BUFFER = 0 SF
RECEIVED
rpr
� PERVIOUS PAVEMENT
JA N 3 1 [Q 9 CONCRETE
DCM-MHD CITY
NOTE: NO WETLANDS EXIST ONSITE
REVISIONS;,
TE k 8/
OWNER: WINDFARE CONDOMINIUMS, LLC
MAX 0. BARBOUR. SR.
ADDRESS: 8504 TOWNELEY PLACE
RALEIGH, NC 27605-2026
SITE
WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
THE
GNlil1V ISCK1lVli a SVKvbr31N Ei sr:KVEa:Ea DATE'
151A HIGHWAY 24 1/24/19
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-4482 SCALE:
1" = 40'