SW8190210_Current Permit_20230612

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ROY COOPER
Governor s�cj
ELIZABETH S.BCSEt;;
DOUGLAS R.ANSEL NORTH CAROLINA
/nterfrn argoor Festal Quality
June 12,2023
A. Sydes Construction,Inc.
Attn:Anthony W.Sydes,President
100 Carolina Plantation Blvd.
Jacksonville,NC,28546
Subject: Post-Construction Stormwater Management Permit No.SW8 190210
Swansgate
Low Density Subdivision Project with a Curb Outlet Swale System
Onslow County
Dear Mr. Sydes:
The Division of Energy,Mineral and Land Resources received a complete,modified Post-Construction
Stormwater Management Permit Application for the subject project on March 17,2023. Staff review of the plans
and specifications has determined that the project,as proposed, complies with the Stormwater Regulations set
forth in Title 15A NCAC 2H.1000 amended on.January 1,2017(2017 Rules). Please refer to Attachment C for a
detailed description of the current proposed major modification. We are hereby forwarding the modified,
updated,and re-issued Permit No. SW8 190210 dated June 12,2023,for the construction,operation and
maintenance of the built-upon areas(BUA)and vegetated conveyances or areas associated with the subject
protect.Please replace the previous proposed deed restrictions and protective covenants with the attached
modified versions.
This permit shall be effective from the date of issuance until rescinded and does not supersede any other agency
permit that may be required. The project shall be subject to the conditions and limitations as specified therein.
Failure to comply with these requirements will result in future compliance problems. Please note that this permit
is not transferable except after notice to and approval by the Division.
If any parts,requirements,or limitations contained in this permit are unacceptable,you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings(OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAH within thirty(30)days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee(if a filing fee is required)and/or the details of the filing process at 6714 Mail Service Center,
Raleigh,NC 27699-6714,or via telephone at 919-431-3000,or visit their website at www.NCOAH.com.Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit,please contact Catherine Hadidon in the Wilmington Regional
Office,at(910)796-7215 or [e-mail].
Sincerely,Calkto _k_ ??
1
1CS
. Douglas R.Ansel,Interim Director
Division of Energy,Mineral and Land Resources
Enclosures: Attachment A—Designer's Certification Form
Attachment B—Built-Upon.Area Allocation
Attachment C—Permitting History
Application Documents
DES/ceh: 111Stormwater\Pennits&Projects120191190210 LD\2023 06 permit 190210
96 North Carolina Department of Environmental Quality I Division of Energy,Mineral and Land.Resources
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910.7%.7215

State Stormwater Permit No.SW8 190210
Page 2 of 2
(;-. Jonathan L.McDaniel,FE—Tidewater Associates,Inc
Onslow County Building Inspections
Onslow County Engineering
NCDOT District Engineer
Wilmington Regional Office Stormwater File
North Carolina Department of Environmental Quality I Division of Energy:Mineral and Land Resources
■ ) Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington,North Carolina 28405
Nona r
Dwir.thdfm.rutirir 910.7%.7215

Post-Construction Stormwater Management
Permit No. SW8 190210
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST-CONSTRUCTION STORMWATER MANAGEMENT PERMIT
LOW DENSITY SUBDIVISION DEVELOPMENT WITH A CURB OUTLET SWALE SYSTEM
In compliance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations promulgated and adopted by the North
Carolina Environmental Management Commission, including 15A NCAC 02H.1000 amended on
January 1, 2017 (2017 Rules) (collectively, the "stormwater rules"),
PERMISSION IS HEREBY GRANTED TO
A Sydes Construction, Inc.
Swansgate
At Swansboro Loop Road and Main Street Extension, Swansboro, Onslow County
FOR THE
construction, management, operation and maintenance of built-upon area (BUA) for a low density
subdivision arca with a curb outlet swale system (the "low density area(s)") as outlined in the
application, approved stormwater management plans, supplements, calculations, operation and
maintenance agreement, recorded documents, 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"). The project shall be constructed,
operated and maintained in accordance with these approved plans and specifications. The approved
plans and specifications are incorporated by reference and are enforceable parts of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations. The permit issued shall continue in force and effect until
the permittee files a request with the Division for a permit modification, transfer, or rescission;
however, these actions do not stay any condition. 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 15A NCAC 2H.1000
and NCGS 143-215.1 et.al.
1. BUA REQUIREMENTS. The maximum amount of BUA allowed for the entire project is 229,474
square feet. The BUA requirements and allocations for this project are as follows:
a. LOW DENSITY AREA BUA LIMITS. The low density area must not exceed 24% per the
requirements of the stormwater rules. Within this low density area, this permit approves a
percent BUA of 24% and the construction of a total of 229,474 square feet of BUA, which
includes 604 square feet of future BUA.
b. BUA FOR INDIVIDUAL LOTS. Each of the 37 lots are limited to a maximum amount of BUA
as indicated in Attachment B of this permit and as indicated in the approved plans and
specifications. The maximum BUA assigned to each lot via this permit and the recorded
deed restrictions and protective covenants may not be increased or decreased by
either the individual lot owner or the permittee unless and until the permittee notifies
the Division and obtains written approval from the Division.
Page 1 of 6

Post-Construction Stormwater Management
Permit No. SW8 190210
2. PERVIOUS AREA IMPROVEMENTS. At this time, none of the pervious area improvements
listed in G.S. 143-214.7(b2) or the Stormwater Design Manual have been proposed for this
project. Pervious area improvements will be allowed in this project if documentation is provided
demonstrating those improvements meet the requirements of the stormwater rule.
3. LOW DENSITY AREA REQUIREMENTS. The low density area requirements for this project are
as follows:
a. LOW DENSITY AND CONVEYANCE DESIGN. The low density area is permitted based on
the design criteria presented in the sealed, signed and dated supplement and as shown in
the approved plans and specifications. This low density area and conveyances must be
provided and maintained at the design condition.
b. PIPING. Other than the piping shown on the approved plans, only minimal amounts of
piping under driveways and roads is allowed within the low density area when it cannot be
avoided. No additional piping is allowed.
c. DISPERSED FLOW. The low density area has maximized dispersed flow of stormwater
runoff through vegetated areas and minimized the channelization of flow.
d. VEGETATED CONVEYANCES. Stormwater runoff that could not be released as dispersed
flow may be transported by vegetated conveyances with minimum side slopes of 3:1 (H:V)
designed to not erode during the peak flow from the 10-year storm event as defined in the
stormwater rules and approved by the Division.
e. CURB OUTLET SYSTEMS. Each designated curb outlet must convey stormwater runoff to a
vegetated conveyance or vegetated area as shown on the approved plans and
specifications. The conveyance must be maintained with a dense vegetated cover at a
minimum of 100' long, side slopes at 3:1 (H:V) or flatter, a minimum bottom width of 2 feet,
and a longitudinal slope no steeper than 5% to carry the peak flow from the 10-year storm at
a non-erosive velocity.
4. STORMWATER OUTLETS. The peak flow from the 10-year storm event shall not cause erosion
downslope of the discharge point.
5. VEGETATED SETBACKS. A 50-foot wide vegetative setback must be provided and maintained
in grass or other vegetation adjacent to all surface waters as shown on the approved plans. The
setback is 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.
a. BUA IN THE VEGETATED SETBACK. BUA may not be added to the vegetated setback
except as shown on the approved plans or in the following instances where the BUA has
been minimized and channelizing runoff from the BUA is avoided:
i. Water dependent structures; and
ii. Minimal footprint uses such as poles, signs, utility appurtenances, and security
lights that cannot practically be located elsewhere.
b. RELEASE OF STORMWATER NOT TREATED IN A STORMWATER CONTROL
MEASURE (SCM). Stormwater that is not treated in an SCM, such as in this low density
project (including roof drains), must be released at the edge of the vegetated setback and
allowed to flow through the setback as dispersed flow.
6. RECORDED DOCUMENT REQUIREMENTS. The stormwater rules require the following
documents to be recorded with the Office of the Register of Deeds prior to the sale of individual
lots orgroups of lots:
a. EASEMENTS. All stormwater collection systems, vegetated conveyances, and maintenance
access located on property owned by other persons or entities must be located in permanent
recorded easements or drainage easements as shown on the approved plans.
b. OPERATION AND MAINTENANCE AGREEMENT. The operation and maintenance
agreement must be recorded with the Office of the Register of Deeds.
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Post-Construction Stormwater Management
Permit No. SW8 190210
G. FINAL PLATS. If a final plat is recorded, it 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.
d. DEED RESTRICTIONS AND PROTECTIVE COVENANTS. The permittee shall record deed
restrictions and protective covenants prior to the issuance of a certificate of occupancy to
ensure the permit conditions and the approved plans and specifications are maintained in
perpetuity. The following deed restrictions and protective covenants related to stormwater
management have been recorded in Book 5922 on Pages 395—397 with the Onslow
County Register of Deeds and must be maintained in perpetuity:
i. The following covenants are intended to ensure ongoing compliance with
Stormwater Management Permit Number SW8 190210, as issued by the Division of
Energy, Mineral and Land Resources (the "Division") under 15A NCAC 02H.1000,
effective January 1, 2017.
ii. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
iii. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
iv. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the Division.
v. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division.
vi. The maximum built-upon area (BUA) per lot is as shown in Attachment B. This
allotted amount includes any BUA constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the
pavement not shown on the approved plans. BUA has the same meaning as G.S.
143-214.7, as amended.
vii. The maximum allowable BUA shall not be exceeded on any lot until the permit is
modified to ensure compliance with the stormwater rules, permit, and the approved
plans and specifications.
viii. Filling in, piping or altering any vegetated conveyances (ditches, swales, etc.)
associated with the development, except for average driveway crossings, is
prohibited by any persons.
ix. Filling in, piping or altering any designated curb outlet swale or vegetated area
associated with the development is prohibited by any persons.
x. A 50-foot wide vegetative setback must be provided and maintained adjacent to all
surface waters in accordance with 15A NCAC 02H.1003(4) and the approved
plans.
xi. All roof drains shall be released no closer than at the edge of the 50-foot wide
vegetated setback and allowed to flow through the setback as dispersed flow. At
no time shall stormwater runoff be piped into or through the setback.
xii. Each designated curb outlet must convey stormwater runoff to a vegetated
conveyance or vegetated area as shown on the approved plans and must be
maintained at a minimum of 100' long, 3:1 (H:V) side slopes or flatter, a minimum
bottom width of 2 feet; have a longitudinal slope no steeper than 5%, carry the peak
flow from the 10-year storm at a non-erosive velocity, and dense vegetated cover.
xiii. 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.
7. CONSTRUCTION. During construction, erosion shall be kept to a minimum and any eroded
areas of the on-site stormwater system will be repaired immediately.
a. PROJECT CONSTRUCTION, OPERATION AND MAINTENANCE. During construction, all
operation and maintenance for the project and stormwater system shall follow the Erosion
Control Plan requirements until the Sediment-Erosion Control devices are no longer needed.
b. FINAL GRADING. The curb outlet swales, vegetated areas and vegetated conveyances
shall be entirely constructed and vegetated. Once the final grading is completed and the site
is stabilized, the permittee shall provide and perform the operation and maintenance as
outlined in the applicable section below.
Page 3 of 6

Post-Construction Stormwater Management
Permit No. SW8 190210
8. MODIFICATIONS. No person or entity, including the permittee, shall alter any component
shown in the approved plans and specifications, except for minimum driveway crossings. 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. For changes to the project that impact the
certifications, a new or updated certification(s), as applicable, will be required and a copy must
be submitted to the appropriate DEQ regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including the
BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project
and/or property 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 collection system and/or vegetative conveyance
shown on the approved plan, except for minimum driveway crossings.
e. The construction of any allocated future BUA.
f. Adding the option to use infiltrating permeable pavement or#57 stone within the lots as a
pervious surface. The request may require a proposed amendment to the deed restrictions
and protective covenants for the subdivision to be submitted and recorded.
g. The construction of any infiltrating permeable pavement, #57 stone area, public trails, or
landscaping material within the common areas to be considered a pervious surface that
were not included in the approved plans and specifications.
h. Other modifications as determined by the Director.
9. DESIGNER'S CERTIFICATION. Upon completion of the project, the permittee shall determine if
the project is in compliance with the approved plans and take the necessary following actions:
a. If the permittee determines that the project is in compliance with the approved 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 operation and 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 approved 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.
10. OPERATION AND MAINTENANCE. 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 are maintained at the
approved design condition. The approved operation and maintenance agreement must be
followed in its entirety and maintenance must occur at the scheduled intervals.
a. CORRECTIVE ACTIONS REQUIRED. In the event that the low density area fails to meet
the requirements of low density, the permittee shall take immediate corrective actions. This
includes actions required by the 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.
b. MAINTENANCE RECORDS. 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.
11. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT INFORMATION.
The permittee shall submit a completed Permit Information Update Application Form to the
Division within 30 days to making any one of these changes.
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Post-Construction Stormwater Management
Permit No. SW8 190210
12. TRANSFER. This permit is not transferable to any person or entity except after notice to and
approval by the Director. Neither the sale of the project and/or property, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This request
must be submitted within 90 days of the permit holder meeting one or more of the following:
i. A natural person who is deceased;
ii. A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the property
on which the permitted activity is occurring or will occur through foreclosure,
bankruptcy, or other legal proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur, except in the case of an individual
residential lot sale that is made subject to the recorded deed restrictions and
protective covenants;
v. The assignment of declarant rights to another individual or entity;
vi. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214.7(c2);
b. TRANSFER INSPECTION. 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.
Records of maintenance activities performed to date may be requested. Projects not in
compliance with the permit will not be transferred until all permit and/or general statute
conditions are met.
13. COMPLIANCE. The permittee is responsible for complying with the terms and conditions of this
permit and the approved plans and specifications until the Division approves the transfer
request.
a. REVIEWING AND MONITORING EACH LOT FOR COMPLIANCE. The permittee is
responsible for verifying that the proposed BUA on each individual lot, within each drainage
area and for the entire project does not exceed the maximum amount allowed by this permit.
The permittee shall review all individual lot plans for new construction and all subsequent
modifications and additions for compliance. The plans reviewed must include all proposed
BUA, grading, and driveway pipe placement. The permittee shall not approve any lot plans
where the maximum allowed BUA limit has been exceeded or where modifications are
proposed to the grading and/or to the stormwater collection system and/or to the vegetated
conveyance unless and until a permit modification has been approved by the Division. The
permittee shall review and routinely monitor the project and each lot to ensure continued
compliance with the conditions of the permit, the approved plans and specifications, and the
recorded deed restrictions and protective covenants. The permittee shall notify any lot
owner that is found to be in noncompliance with the conditions of this permit in writing and
shall require timely resolution.
b. ARCHITECTURAL REVIEW BOARD (ARB) OR COMMITTEE (ARC). The permittee may
establish an ARB or ARC or other group to conduct individual lot reviews on the permittee's
behalf. However, any approval given on behalf of the permittee does not relieve the
permittee of the responsibility to maintain compliance with the conditions of the permit and
the approved plans and specifications.
c. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplements, operation and maintenance agreement, all applicable recorded
documents, and specifications shall be maintained on file by the permittee at all times.
d. MAINTENANCE ACCESS. SCMs, stormwater collection systems, and vegetated
conveyances must be accessible for inspection, operation, maintenance and repair as
shown on the approved plans.
e. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property
during normal business hours to inspect all components of the permitted project.
Page 5 of 6

Post-Construction Stormwater Management
Permit No. SW8 190210
f. ENFORCEMENT. 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.
g. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an
annual certification completed by either the permittee or their designee confirming the
projects conformance with permit conditions.
h. OBTAINING COMPLIANCE. 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.
i. OTHER PERMITS. The issuance of this permit does not preclude the permittee from
obtaining and complying with any and all other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or ordinances,
which are 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.
Permit modified, updated, and reissued this the 12th day of June 2023.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
adriY0. 9/6A
Douglas R. Ansel, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 190210
Page 6 of 6

Post-Construction Stormwater Management
Permit No. SW8 190210
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 Low Density Projects
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.
Page 1 of 1

Post-Construction Stormwater Management
Permit No. SW8 190210
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.
❑ 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 Signature
a Notary Public in the State of
County of do hereby certify that
personally appeared before me this day of , 20
and acknowledge the due execution of this as-built certification. (SEAL)
Witness my hand and official seal
My commission expires ''
Permittee's Certification NCAC .1042(4) Prov es' i NIA
. A. DEED RESTRICTIONS 1 BUA RECORDS
1. The deed restrictions and protective covenants have been recorded Y or N
and 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 Y or N
has been provided to the Division.
3. Records which track the BUA on each lot are being kept. (See Note Y or N
1) ..
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 Y or N
system are located in recorded drainage easements.
2. A copy of the recorded plat(s) is provided. Y or N
D. SINGLE FAMILY RESIDENTIAL LOTS -PlEts for residential lots that Y Q' N
have an EC -1 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 Y or N
NCGS 143 Article 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 Y or N
appears in the chain of title.
F. OPERATION AND MAINTENANCE PLAN—maintenance records are
being kept in a known set location for each SCMvil and are available for Y or N
review. L
G. DtIGNER"S CERTIFICATION FORM—has been provided to the
Dmvision. { Y or N
Page 1 of 6

Post-Construction Stormwater Management
Permit No. SW8 190210
Note I.Acceptable records include ARC approvals, as-built surveys, and county tax records.
Provide an explanation for every requirement that was not met, and for every "N/A" below. Attach
additional sheets as needed.
Page 2 of 6

Post-Construction Stormwater Management
Permit No. SW8 190210
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
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 Name Signature
NC Registration Number Date
Consultant's Mailing Address:
SEAL:
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.
OO N/E = not evaluated (provide explanation on page 2) ON/A= not applicable to this SCM or project.
Consultant's Certification NCAC .1003((3) &General MDC
1Q50 ®As-but ON/E 1 ON/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 Y or N
bypassed.
4. Runoff from offsite areas and/or existing BUA is directed Y or N
into the permitted SCM and is accounted for at the full
build-out potential.
5. The project controls runoff through an offsite permitted Y or N
SCM that meets the requirements of the MDC.
6. The net area of new BUA increase for an existing project Y or N
has been accounted for at the appropriate design storm
level.
7. The SCM(s) meets all the specific minimum design Y or N
criteria.
B. VEGETATED SETBACKS I BUA •
1. The width of the vegetated setback has been measured Y or N
from 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 Y or N
(b2)(2) is located in the setback.
4. BUA that does not meet the requirements of NCGS 143- Y or N
214.7 (b2)(2) is located within the setback and is limited
to:
Page 3 of 6

Post-Construction Stormwater Management
Permit No. SW8 190210
a. Publicly funded linear projects (road, greenway
sidewalk)
b. Water-dependent structures
c. Minimal footprint uses (utility poles, signs, security
lighting and appurtenances)
5. Stormwater that is not treated in an SCM is released at Y or N
the edge of the setback and allowed to flow through the
setback as dispersed flow. _ _L
i @+ As--built OWE ()N/A
C. STORMWATET OUTLETS—the outlet hen ee tne peak
few from the 10 year storm with no downslope Y or N
D. VARIATIONS
1. A variation (alternative) from the stormwater rule Y or N
provisions has been implemented.
2. The variation provides equal or better stormwater control Y or N
and equal or better protection of surface waters.
`E. COMPLIANCE WITH OTT REGULATORY PROGRAMS Y or N
has teen met.
F. SIZING -the voluus o# e SCM takes the runoff from all -
surfaces into accourl and is sufficient to handle the required Y or N
storm depth.
G. CONTAMINATED SOILS— infiltrating SCM's are not Y or N located in or on areas with contaminated soils.
H. SIDE SLOPES 1. Vegetated side slopes are no steeper than 3H:1 V. Y or N
2. Side slopes include retaining walls, gabion walls, or Y or N
other surfaces that are steeper than 3H:1 V.
3. Vegetated side slopes are steeper than 3H:1 V(provide Y or N
supportin documents for soils and vegetation).
IO 1. EROSN PROTECTION
1. The inlets do not cause erosion in the SCM. Y or N
2. The outlet does not cause erosion downslope of the Y or N
discharge point during the peak flow from the 10 year
storm.
J. EXCESS FLOWS—An overflow/ bypass has been
provided. Y or N
IC I WATERING -A method to diawdown stancErg 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. Y or N
2. The access does not include lateral or incline slopes Y or N
>3:1.
N. DESIGNER OUALIFICAWTRACK PERMIT)—
The designer is licensed under Charters SPA, 89C, 89E, or Y or f!
39F of the Genera! Statutes.
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or"N/E",
below. Attach additional pages as needed:
Page 4 of 6

Post-Construction Stormwater Management
Permit No. SW8 190210
AS-BUILT DESIGNER'S CERTIFICATION FOR LOW DENSITY PROJECTS
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 15A NCAC 02H.1003, 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 or phase
❑ Check here if this is part of a Fast-Track As-Built Package Submittal per 15A NCAC 02H .1044(3).
❑ Check here if the Designer did not observe the construction but is certifying the project.
❑ Check here if pictures of the project are provided.
Printed Name Signature
NC Registration Number Date
Consultant's Mailing Address:
SEAL:
City: State: Zip:
Phone:( )
Consultant's Email address:
iD Circle N if the as-built value differs from the Plan/permit. If N is circled, provide an explanation on page 3.
© N/E = Not Evaluated (provide explanation on page 2). ©N/A= Not Applicable to this project/plan.
Consultant's Certification (MDC 15A NCAC 02H .1003) 1
Project Density and Built-Upon Area ©As-built ©N/E (3 /A
1. The project has areas of high density based on natural drainage Y or N
area boundaries, variations in land use or construction phasing.
2. The project's built-upon area does not exceed the maximum limit Y or N
specified in the permit.
Dispersed Flow ®As-built )N/E ON/A
1. The project maximizes dispersed flow through vegetated areas Y or N
and minimizes channelized flow.
Vegetated Conveyances G)As-built° ®N/E ®N/A
1. Stormwater that is not released as dispersed flow is transported Y or N
by vegetated conveyances.
2. The project has a minimal amount of non-vegetated conveyances Y or N
to reduce erosion.
3. Other than minimal piping under driveways and roads, no piping Y or N
has been added beyond what is shown on the approved plans.
4. Side slopes are no steeper than 3H:1V. Y or N
5. The conveyance does not erode in response to the peak flow from Y or N
the 10-y ear storm.
Curb outlet systems(Ilf applicable) ®As-built ©N/E ®N/A
1. The swale or vegetated area can carry the peak flow from the Y or N
10-year storm at a non-erosive velocity.
2. The longitudinal slope of the swale or vegetated areas does not Y or N
exceed 5%.
3. The swale has a trapezoidal cross-section and a minimum bottom Y or N
width of two feet.
4. The minimum length of the swale or vegetated area is 100 feet. Y or N
5. Side slopes are no steeper than 3H:1 V. Y or N
Page 5 of 6

Post-Construction Stormwater Management
Permit No. SW8 190210
6, The project utilizes treatment swales designed per Section .1061 Y or N
in lieu of the curb outlet system requirements.
Vegebded Setbacks (if a bM) {)As-bu 1t OWE ()N/A
1. The width of the vegetated setback is at least 50'. Y or N
2. The width of the vegetated setback has been measured from the
normal pool of impounded waters, the MHW line of tidal waters, Y or N
or the top of bank of each side of rivers or streams.
3. The vegetated setback is maintained in grass or other vegetation. Y or N
4. BUA that meets the requirements of NCGS 143-214.7(b2)(2) is Y or N
located in the setback.
5. BUA that does NOT meet the requirements of NCGS 143-
214.7(b2)(2) is located within the setback and is limited to:
• Publicly-funded linear projects (road, greenway, or sidewalk) Y or N
• Water dependent structures
• Minimal footprint uses such as poles, signs, utility
appurtenances, and security lights.
6. The amount of BUA within the setback is minimized, and Y or N
channeling of the runoff from the BUA has been avoided.
7. Stormwater is not discharged (via swale or pipe)through a
vegetated setback. Stormwater is released at the edge of the Y or N
setback and allowed to flow through the setback as dispersed flow.
Outlets ®As-built ®WE ®N/A
1. Stormwater outlets do not cause erosion downslope of the Y or N
discharge point during the peak flow from the 10-year storm.
Variations (Ms-built ()N/E ®N/A
1. The project has variations from the MDC that were not previously Y or N
approved. (Modification may be required.)
Deed restrictions(if applicable) Q)As-built MN/E ON/A
1. Deed restrictions are recorded and ensure that the project and
the BUA will be maintained in perpetuity consistent with the Y or N
permit, approved plans, and specifications.
For Subdivisions Only(Residential or Commercial) (DAs-bunt I OWE ®N/A
1. The number of platted lots is consistent with the approved plans. Y or N
2. The project area is consistent with the approved plans. Y or N
3. The layout of the lots and streets is consistent with the approved Y or N
plan.
4. The width/radius of streets, paved accesses, cul-de-sacs and Y or N
sidewalks is consistent with the approved plan.
5. No piping, other than those minimum amounts needed under a Y or N
driveway or under a road, has been added.
6. The lot grading, road grading, vegetated conveyances, piping, Y or N
inverts, and elevations are consistent with the approved plans.
Provide an explanation below for every MDC that was not met, and for every item marked "N/A"or
"N/E."Attach additional pages as needed.
Page 6 of 6

Attachment C-Permitting History
swansgate
Permit No.SW8 190210
Approval BIMS
Date
Permit Action Description of the Changes Modified Plan Sheets
Version
Low Density Subdivision Project with a Curb Outlet Swale System-construction,
operation and maintenance of a 24%low density subdivision project with a curb
outlet swale system in compliance with the provisions of Title 15A NCAC 2H.1000
effective January 1,2017.The overall percent of built upon area(BUA)permitted
Original for the project must not exceed 24%per the requirements of the stormwater rules.
5/29/2019 Approval 1'0 This permit covers the construction of a total of 229,474 square feet of BUA,which 2-3,7(of 10)
includes 228,870 square feet of proposed BUA and 604 square feet of future BUA
allocation.Each of the 37 lots are limited to a maximum amount of built-upon area as
indicated in Attachment B of this permit and as indicated in the approved plans and
specifications.
Minor
6/12/2023 Modification 1.1 Reallocation of BUA,no changes to total or lot lines. nla
Pending Transfer
Page 1 of 1

Operation & Maintenance Agreement
Project Name: Swansgate
Project Location: Main Street Extension, Swansboro
Cover Pogo
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known set location.
Any deficient BMP elements noted in the inspection will be corrected, repaired, or replaced immediately. These deficiencies can
affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include(check all that apply&corresponding O&M tables will be added automatically):
Bioretention Cell Quantity: Location(s):
Dry Detention Basin Quantity: Location(s):
Grassed Swale Quantity: 5 Location(s):
Green Roof Quantity: Location(s):
Infiltration Basin Quantity: Location(s):
Infiltration Trench Quantity: Location(s):
Level SpreaderNFS Quantity: Location(s):
Permeable Pavement Quantity:_ Location(s):
Proprietary System Quantity: Location(s):
Rainwater Harvesting Quantity: Location(s):
Sand Filter Quantity: Location(s):
Stormwater Wetland Quantity: Location(s):
Wet Detention Basin Quantity: 0 Location(s):
Disconnected Impervious Area Present: No Location(s):
User Defined BMP Present: No Location(s):
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any changes to
the system or responsible party.
*Responsible Party: Anthony W. Sydes
Title&Organization: President,A. Sydes Construction, Inc.
Street address: 100 Carolina Plantation Blvd.
City, state, zip: Jacksonville NC 28546
Phone number(s): 910-455-6956
Email: [e-mail]
4 Signature: i' L' Date:
�- r8 I9
I, D-c.1�r 1 ct.h . "1� , a Notary Public for the State of . C ,
County of D( sl b t3 , do hearby certify that - n -jor , aro..f S
personally appeared before me this \ day of 0 011 and
acknowledge the due execution of t Operations and Maintenance Agreement.
Witness my hand and official seal, l.5.1 CI1jYy'N .
`� Oca-/' 4e�:� E V : C-',
11
'
=4.0 �pR '
_
F 282 'i ' '
o ?o
r
2/13/2019
Version 1.4 O&M Manual Page 1 of 3

Seal , My commission expires —ici cR
i • FE•ir-3 2 8
- •
BY:
STORM-EZ 2/13/2019
Version 1.4 O&M Manual Page 2 of 3

Grassed Swale Maintenance Re►uirernents
Important maintenance procedures:
_ The drainage area of the grassed swale will be carefully managed to reduce the sediment load to the grassed
swale.
After the first-time fertilization to establish the grass in the swale, fertilizer will not be applied to the grassed
swale.
The grassed swale will be inspected once a quarter. Records of operation and maintenance will be kept in a known set location l
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element: Potential problem: How to remediate the problem:
The perimeter of the BMP Areas of bare soil and/or Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed. ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of approximately six inches.
long.
The entire length of the Trash/debris is present. Remove the trash/debris.
swale Areas of bare soil and/or Regrade the soil if necessary to remove the gully, and then re-sod (or
erosive gullies have formed. plant with other appropriate species)and water until established.
Provide lime and a one-time fertilizer application.
Sediment covers the grass at Remove sediment and dispose in an area that will not impact streams
the bottom of the swale. or BMPs. Re-sod if necessary.
Vegetation is too short or too Maintain vegetation at a height of approximately six inches.
long.
The outlet device Clogging has occurred. Clean out the outlet device. Dispose of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Department of Environment and Natural
damage have occurred at the Resources Regional Office.
outlet.
Ffl ?
STORM-EZ 2/13/2019
Version 1.4 O&M Manual Page 3 of 3

DEMLR USE ONLY
Date Received Fee Paid Permit Number
0t . s&R igoa(t)
STORMWATER PERMITTING FORM 7:
MINOR MODIFICATION
Standard Permitting Program—No Fee for Minor Modification
Express Permitting Program—See Express Fee Schedule
Only complete applications packages will be accepted and reviewed. This form and the required items(with
original signatures)must be sent to the appropriate DEMLR Regional Office, which can be determined by locating
the project on the interactive online map at:http://deq.nc.gov/contact/regional-offices.
This form is to only to be used by the current permittee to notify the Division of a minor
modification. Pursuant to Rule 15A NCAC 02H.1002, a minor modification is a change to the project that:
1)does not increase the net built-upon area;and/or
2) does not change the size or design of the SCM(s).
A. GENERAL INFORMATION
1. State Stormwater Permit Number: SW8 190210
2. Current Permit Holder's Company Name/Organization: Swansgate
3. Signing Official's Name: Anthony W. Sydes
4. Signing Official's Title: President
5. Mailing Address: 100 Carolina Plantation Blvd.
City: Jacksonville State: NC ZIP: 28546
6. Street Address(if different): : Same
City: State: ZIP:
7. Phone: [phone] Email: [e-mail]
8. Describe the minor modifications that you are requesting, including any revised BUA allocations(attach
additional pages or supporting tables similar to Section IV 10 of the original application, if needed):
Revised BUA allocations for Swansgate subdivision. Documentation is attached below in Application.
B. SUBMITTAL REQUIREMENTS
Please mark"Y"to confirm the items are included with this form. Please mark`X"if previously provided. If not
applicable or not available,please mark N/A.:
Y 1. Two hard copies(with original signatures)and one electronic copy of this completed form.
N/A 2. Two hard copies and one electronic copy of the revised plan sheets(must be a revision of the
originally approved plan sheets).
Y 3. if there is reallocation of lot BUA, a copy of the revised recorded deed restrictions and protective
covenants OR the proposed recorded deed restrictions and protective covenants documenting
the changes and a signed agreement to provide the final recorded document.
N/A 4. If applicable,the appropriate Express review fee. fl
E C i V
MAR 17 2023
Stormwater Permit Form 7: Minor Modification 1 BY: my 14,2017

C. CONTACT INFORMATION
1. The Design Professional who is authorized to provide information on the Applicant's behalf:
Design Professional's Name: Jonathan L McDaniel
Consulting Firm:Tidewater Associates, Inc
Mailing Address:604E Cedar Point
City: Cedar Point State:NC Zip:28584
Phone: (252) 393-6101 Fax: ( )
Email: :Imcdaniel(a)tidewaterenc.com
2. [OPTIONAL] If you would like to designate another person to answer questions about the project:
Name&Title:Annalei Beaudet
Organization:Tidewater Associates, Inc
Mailing Address:604E Cedar Point
City:Cedar Point State:NC Zip:28584
Phone: (252) 393-6101 Fax: ( )
Email: :annaleibeaudetccit)gmail.com
D. CERTIFICATION OF PERMITTEE
I, Anthony W. Sydes ,the current permittee, certify that I have authorized the minor
modifications liste• in Section A and shown in the attached revised plan sheets. I further attest that this information is
accurate and .- ,lete to the/be)st o my knowledge
Signature: D. 4 _ Date:
I, Lea 1(6Q /M Y( ,a Notary Public for the tat f / Y t�
County of 0, fOR) ,do he eby certify that Q`J V (i(/ a s
personally appeared before me this the day of �// / , 20, nd
acknowledge the due execution of the forgoing instrument.Witness my hand and official seal,
Is i
i
(No ar eal) 1
4 {q17
,�zu
/4, At--)
My commission expires / /�� flECE1VEn
MAR 17 2023
BY
Stormwater Permit Form 7: Minor Modification Page 2 of 2 Oct 6,2017

SUPPLEMENT-EZ COVER PAGE
F LOAD SUPPLEMENT FORMS I
PROJECT INFORMATION R'
1 Project Name Swans ate
2 Project Area(ac) 21 95
3 Coastal Wetland Area(ac) 0
—4 Surface Water Area(ac) _.__. -__._._.___. 0
____._a___.-- -
5 Is this project High or Low Density? _Low
6 Does this project use an off-site SCM? No
COMPLIANCE WITH 02H.1003(4)
7 Width of vegetated setbacks provided(feet) NA_
8 Will the vegetated setback remain vegetated?
9 Is BUA other that as listed in.1003(4)(c-d)out of the setback?
10 Is streambank stabilization proposed on this project? I _—_ —
NUMBER AND TYPE OF SCMs:
11 Infiltration System 0
12 Bioretention Cell 0
13 Wet Pond 0 —_—
14 Stormwater Wetland .-- 0
15 Permeable Pavement 0 1.4
..._-
16 Sand Filter 0
17 Rainwater Harvesting(RWH) -----•-------..__ U
18 Green Roof 0
19 Level Spreader-Filter Strip(LS-FS) 0
20 Disconnected Impervious Surface(DIS) 0
21 Treatment Swale
22 Dry Pond 0
23 StormFilter 0
24 Silva Cell 0
25 Bayfilter —. 0
26 Filterra 0
LOAD SUPPLEMENT FORMS
DESIGNER CERTIFICATION
27 Name and Title: Jonathan L McDanieh PE,vice President
28 Organization: Bell and Phillips__..._-••_-_---•-_.-•-
29 Street address: 604E Cedar Point Blvd.
!r 30 City,State,Zip: --___... ._._...._Cedar Point NC28584.._-.___...__._..
131 Phone number(s): 252-393-6101
132 Email: jmcdaniel t
I j @parker acksonville.com
Certification Statement
I certify,under penalty of law that this Supplement-EZ form and all supporting information were prepared under my direction or
supervision;that the information provided in the form is,to the best of my knowledge and belief.true,accurate,and complete:and
that the engineering plans,specifications:operation and maintenance agreements and other supporting information are consistent
with the information provided here.
Designer Pr: g
I 0011111111/g%
FED 2 8 260
,,, n‘-.... ....../A ,.._ 1:9, - 2 I"0-----I , •
:'Qeft � (:� Sigma ure of Designer BY: --
I SEAL •: -
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`ate SL to mwatterMariagemenntt
'1 • • ' Permit No. SW8 190210 CL �
AS-BUILT DESIGNER'S CERTIFICATION FOR LOW DENSITY PROJECTS
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 low density 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.1003 and is
consistent 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.
(J Check here if this is a partial certification. Section or phase?
Check here if this is 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 project are provided. I�/J�
Printed Name So i'4&V\ L . M,1A:we] Signature 9704( 1 "
NC Registration Number 9E 37 ag Date 9/21a/22
�001111.1%,, Consultant's Mailing Address:
SEAL: ��0..� CAq j�►•,,
,,.••` of ,y9-, Caoq-E Cedar Po;�f ,S1/14(,
.
( ( :9
AL 1 _
928
OzT
gNL. t`fto,.
City/State/ZIP War Po N C Ag5a q IL„"'°••-
Phone Number 252 — 3q3-to I 0 I SUN 13 L
ay, if
Consultant's Email Address:
SMebounit I @ rol¢.wotiter Five. CoM
O Circle N if the as-built value differs from the Plan/Permit. If N is circled, provide an explanation on
page 2.
OO N/E = not evaluated (provide explanation on page 2) 3N/A = not applicable to this project/ plan.
Consultant's.Certification'(MDC .`1003) • • .OAs-built ON/E { ©N/A
.A..Project De.nsityand:-Built-Upon Area i.
1. The project has areas of high density based on natural
drainage area boundaries, variations in land use or Y or N I
construction phasing.
2. The project's built-upon area does not exceed the 6>rNmaximum limit specified in the permit.
. B. Dispersed flow-the project.maxi rrai:zes•.dispersed flow • .or N .
through vegetated-areas and:minimizes:.channelized flow.. .. `/
C. Vegetated.Conveyances. • • :. • • . . •. I •
1. Stormwater that is not released as dispersed flow is
transported by vegetated conveyances. i or N
2. The project has a minimal amount of non-vegetated . . 0 or N
conveyances to reduce erosion.
3. Other than minimal piping under driveways and roads, no
piping has been added beyond what is shown on the ; OY or N
approved plans. EC . IVE
0
4. Side slopes are no steeper than 3H:1V. I Y or N I
7 2023
Page 6 of 8
IIY•

• "tate Stormwater Management
. Permit No. SW8 190210
5. The conveyance does not erode in response to the peak ' or N
I flow from the 10 year storm. `/
.D. Curb outlet systems -the project uses curb &cgutter with •I
• outlets ,to:grassed.swales or,vegetated.areas that.meet the : or: .N .
ff' 'following criteria: . : '` " ...•.:. .
1. The swale or vegetated area can carry the peak flow from
the 10 storm at a non-erosive velocity. I or N
2. The longitudinal slope of the swale or vegetated areas ! CD does not exceed 5% or N
3. The swale has a trapezoidal cross-section and a minimum i •
bottom width of two feet. CD or N
4. The minimum length of the swale or vegetated area is 100 ; i
feet. OY or N •
•
5. Side slopes are no steeper than 3H:1V. I eor N
6. The project utilizes treatment swales designed per Section I Y or N
.1061 in lieu of the curb outlet system requirements. •
OAs-built ©N/E i. OO NIA
E. • Vegetated Setbacks .. i
L . . •
1. The width of the vegetated setback is 50'. I Y or N : ✓
2. The width of the vegetated setback.has been measured
from the normal pool of impounded waters, the MHW line of I Y or N ! ✓
tidal waters, or the top of bank of each side of rivers or
streams.
3. The vegetated setback is maintained in grass or other
vegetation. I Y or N I v
4. BUA that meets the requirements of NCGS 143- ; '"fir N j
214.7(b2)(2) is located in the setback. j -,,
5. BUA that does NOT meet the requirements of NCGS 143- �+ I+� 4.
214.7(b2)(2) is located within the setback and is limited to: q i re--
a. Publicly funded linear projects (road, greenway, or "Vfv' - I
sidewalk)
ik. Y or N` [, L 7
b. Water dependent structures
l'.....-'\,..*1
c. Minimal footprint uses such as poles, signs, utility
appurtenances..and security lights.
6. The amount of BUA within the setback is minimized and
channeling of the runoff from the BUA has been avoided. I Y or N I V
7. Stormwater is not discharged (via swale or pipe) through a
vegetated setback. Stormwater is released at the edge of ' Y or N I l/
the setback and allowed to flow through the setback as ;
dispersed flow.
F.: ..Outlets;=,stormwater.outlets do'not cause erosion`:downslope • ...... ...
• ..
. ofthe.discharge po'int.during the: flow from the'1'0 year. • Y or N . ..
storrxt. O .
':;G:.-Variati.ons.-the project has.variations from-t-he IVIDC that : • •
':were not previously approved (Madtfication:may.be•required). is Y -• 0.. ! •- .
.H.:•:.Deed restrictions (if required)-are.recorded and ensure • I•
..= ':that The-project.and the..BUA witl•be•maintained in`perpetuity ! or N •. 1: .
.-consiste•nt.with the permit,:appro::ved plans.and:specifications. .•
:I. For Subdivisions�Only:� Residernt!al or Commercial:)..:• • 1 .,.. . . .
1 The number of platted lots is consistent with the approved (.:' or Nplans.
2. The project area is consistent with the approved plans. I or N
3. The layout of the lots and streets is consistent with the or N
approved plan.
4. The width /radius of streets, paved accesses; cul-de-sacs I Y or N
and sidewalks is consistent with the approved plan.
5. No piping, other than those minimum amounts needed ! Y or N I i
under a driveway or under a road, has been added. I
6. The lot grading, road grading, vegetated conveyances: .
piping, inverts, and elevations are consistent with the
a roved laps. i Y or N I i
E
Page7of8 ., MAN 1 / 2023
3

state Stormwater Management
Permit No. SW8 190210
Provide an explanation for every MDC that was not met, or for every deviation from the permitted
condition below:
t �� �'-
SON`, �k
it)
M1l172023P
Page 8 of 8

' ' ""ate Stormwater Management
' • ' . Permit No. SW8 190210
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.
❑ Check here if this is a partial certification. Section/phase/SCM
1 I Check here if this is part of a Fast Track As-built Package Sub ' al.
Printed...Al./bonyl) SY Name aS -Signature /A../22A 1,
I, b, I .91/nn , a Notary Public in the State of
Count of /7 / vV , do hereby certify that
perso lly_appeared before me this 2� day of ®y`®' Q1; '�
20 r�7 ,s$, g
and acknowledge the due execution of this as-built certification. nr (SEAL) ,/0 �¢A
i ness and an offici seal ` :. 'BLIC k �•� �:
,i7;1//?/9 �`cfa Ca
7„....t....__
'ai 14.3�' Ba!Milian
{ y commission expires //� �-
Completed 1
Permittee's Certification NCAC 0042(4)•
Provided ! N/A
A. DEED RESTRICTIONS 1 BUA RECORDS
I 1. The deed restrictions and protective covenants have been recorded I ()or N
and contain the necessary language to ensure that the project is
maintained consistent with the stormwater regulations and with the
l I permit conditions.
l } 2. A copy of the recorded deed restrictions and protective covenants I or N
has been provided to the Division.
3. Records which track the BUA on each lot are being kept. (See Note I Yor N
1)
B. MAINTENANCE ACCESS •
1. The SCMs are accessible for inspection, maintenance and repair. or N I
2. The access is a minimum of 10 feet wide. I Y or N
'3. The access extends to the nearest public right-of-way. Y or N I
C. EASEMENTS
1. The SCMs and the components of the runoff collection /conveyance ( or N I I
system are located in recorded drainage easements. i I
2. A copy of the recorded plat(s) is provided. I Y or N I
D. SINGLE FAMILY RESIDENTIAL LOTS - Plats for residential lots that j
have an SCM include the following: Y or0
1. The specific location of the SCM on the lot. . i Y or •N I AKA.
2. A typical detail for the SCM. Y or N ,J/A.
3. A note that the SCM is required to meet stormwater regulations and I
that the lot owner is subject to enforcement action as set forth in Y or N ��vf
NCGS 143 Article 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 E) I
jECEVE
nPage 1 of 8
MAR 1 7 MS

• 'state Stormwater Management
Permit No. SW8 190210
2. The O&M Agreement is recorded with the Register of Deeds and
ei !
appears in the chain of title, •
i Y or •
F. OPERATION AND MAINTENANCE PLAN—maintenance records are •
being kept in a known set location for each SCM and are available for Y or N
review.
G. DESIGNER'S CERTIFICATION FORM— has been provided to the
• Division. I I or N
INote1-Acceptable records include ARC approvals, as-built surveys, and county tax records.
Provide an explanation for every requirement that was not met, and for every"N/A" below. Attach
additional sheets as needed.
Se.e.-KorN 'D Je SGM'S / low dtns41 atlArNco A> op JoAtS
S�.Ck c o✓1 E. 7 4,¢. k64-ri CY4V'�. tIN4 �-S re-Per. v c t. I - c .h/q/r-
tice
II cJ cJ
•
flECEIVEfl
MAR 17 2023
BY:
.ram•�-w.....,, . .,
s sir
JUN 2 3 2023 I 1
BY..
Page 2 of 8

Type: CONSOLIDATED REAL PROPERTY
Recorded: 1/14/2021 11:51:33 AM
Fee Amt: $26.00 Page 1 of 2
Onslow County, NC
Omega K.Jarman Reg.of Deeds
BK 5360 PG 152 - 153
•
•
Prepared by:Lanier,Fountain,Ceruzzi&Sabbah/dd
STATE OF NORTH CAROLINA
COUNTY OF ONSLOW
AMENDMENT TO DECLARATION OF COVENANTS,CONDITIONS
AND RESTRICTIONS FOR SWANSGATE SUBDIVISION
(Book 5340,page 760)
THIS AMENDMENT TO DECLARATION of Covenants, Conditions and Restrictions
made this the 4- day of January, 2021 by A. Sydes Construction, Inc., a North Carolina
Corporation, (the"Declarant")whose address is PO Box 7122,Jacksonville,NC 28541.
WITNESSETH:
WHEREAS, the Master Declaration of Covenants, Conditions, and Restrictions for
Swansgate Subdivision (the "Declaration") dated December 17, 2020, was duly recorded in the
Onslow County Registry in Book 5340,Page 760; and
WHEREAS, the Declarant intends to amend Section 1.3; Section 1.5; and Section 4.1 as
hereinafter provided.
NOW,THEREFORE,the Declaration is hereby amended as follows:
1. Section 1.3 "Articles" or"Articles of Incorporation." Any reference to Shipwright
Pointe Homeowner's Association,Inc. is deleted and"Swansgate HOA,Inc."inserted
in lieu thereof.
2. Section 1.5 "Association." Any reference to Shipwright Pointe Homeowner's
Association, Inc. is deleted and"Swansgate HOA, Inc."inserted in lieu thereof.
3. Section 4.1 "Homeowner's Association." Any reference to Swansgate Homeowner's
Association, Inc. is deleted and"Swansgate HOA,Inc."inserted in lieu thereof.
1 E E
fiEigiCAR
17 2023
submitted electronically by "Lanier, Fountain ceruzzi & Sabbah" BY.
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Onslow county Register of Deeds.

Except as specifically amended or altered by this Amendment,all provisions, restrictions
and covenants contained in the original Declaration shall remain in full force and effect as to all
property described in the said Declaration,as amended.
IN WITNESS WHEREOF,the undersigned,being the Declarant herein,has hereunto
set its hand and seal, as of the day and year first above written.
A. Sydes Construction,Inc.,
A North Carolina Corporation
By: ,I/ A.,1 a� (SEAL)
Anthony 1 . Sydes, resident
STATE OF NORTH CAROLINA
COUNTY OF ONSLOW
I certify that the following person personally appeared before me this day, acknowledging
to me that he signed the foregoing document in the capacity indicated thereon: Anthony W.Sydes
Date: January pi ,2021. ! 'is ~--'---,
--""U-/ 'Ca;—OZ.F.... ..*
Notary Public "�
My commission expires: 2 ti/°� ! t)t ?__ i,ii,irn,,n,,,
'v OAR" y,.,=
1. \
V0 PUBS- •
l
.:1Clients\AA-SubdivisionslAA-Subdivigoa4lSwamsntgt inglii m to Declaration
flECEIVEfl
2 MAR 17 2023
BY:

mortgages in the case of a distribution to Owners of insurance proceeds or condemnation awards
for losses to or taking of Common Areas,
ARTICLE XIII
STORM WATER REGULATION
Section 13,1
(a) The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 190210 as issued by the Division of
Energy,Mineral and Land Resources under NCAC 2H.1000.
(b) The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
(c) These covenants are to run with the land and be binding on all persons and parties
claiming under them.
(d) The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the Division.
(e) Alteration of the drainage as shown on the approved plans may not take place without
the concurrence of the Division.
(f) The maximum allowable built-upon area per lot is shown on Attachment B, This
allotted amount includes any built-upon area constructed within the lot property
boundaries,and that portion of the right-of-way between the front lot line and the edge
of the pavement. Built upon area has the same meaning as G.S. 143-214.7,as amended.
(g) Built-upon area in,excess of the permitted amount will require a permit modification to
ensure compliance with the permit and stormwater rules,
(h) Filling in, piping or altering any vegetative conveyances (ditches, swales, etc.)
associated with the development,except for average driveway crossings, is prohibited
by any persons.
(i) Filling in, piping or altering any designated curb outlet swale or vegetated area
associated with the development is prohibited by any persons.
(j) A 50-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,
flECEnJEfl
27 A MAR 1 / 2023
BY:

(k) All roof drains'shall be released as dispersed flow no closer than at the edge of the 50-
foot vegetated setback. At no time shall stormwater runoff be piped into or through the
setback.
(I) Each designated curb outlet must convey stormwater runoff to a vegetated conveyance
or vegetated area as shown on the approved plans and must be maintained at a minimum
of 100' long, 3:1 ( J:V) side slopes or flatter,a minimum bottom width of 2 feet;have
a longitudinal slope no steeper than 5%, carry the peak flow from the 10-year storm at
a non-erosive velocity,and dense vegetated cover.
(m)Any individual or entity found to be in noncompliance with the provisions of the
Stormwater Management Permit or the requirements of the Stormwater Rules is subject
to enforcement procedures as set forth in N.C.G.S. 143, Article 21.
ARTICLE XIV
SIGHT DISTANCE AT INTERSECTIONS
No fences,wall,hedge or shrub planting which obstructs sight lines at elevations between
2 and 6 feet above the roadways shall be placed or permitted to remain on any corner lot within
the triangular area formed by the street property lines and a line connecting them at points 25 feet
from the intersection of the street lines, or in the case of a rounded property corner, from the
intersection of the street property lines extended. The same sight line limitations shall apply upon
any lot within 10 feet from the intersection of a street property line with the edge of a driveway or
alley pavement. No tree shall be permitted to remain within such distance of such intersection
unless the foliage line is maintained at sufficient height to prevent obstruction of such sight lines.
ARTICLE XV
DRIVEWAY DRAINAGE
All driveways shall have drainage tile in the street ditches installed and sized in accordance
with the N.C. State Highway recommendations.
ARTICE XV.I
STREET LIGHTING AGREEMENT
The Declarant reserves the right to subject the real property in this subdivision to a contract
with an electric utility company for the installation of underground electric cables and/or the
installation of street lighting,and entrance sign lighting,either or both which may require an initial
payment and/or a continuing monthly payment to an electric company by the owner of each
dwelling.
fIECEIvE
MAR 17 20;
28
BY:

IN WITNESS WHEREOF,Declarant has caused this instrument to be executed as of the
day and year first above written.
A. SYDES CONSTRUCTION, INC,,
A North Carolina corporation
I_ _c " '• j
Name: Anth n /:W^ d s
Title: President
STATE OF NORTH CAROLINA
COUNTY OF ONSLOW
I certify that the following person personally appeared before me this day,acknowledging
to me that he signed the foregoing document in the capacity indicated thereon:Anthony W.Sydes
Date: December / ° ,2020. ? -...rv...
64,17-
Notary Public
My Commission Expires: '/fit:
[Affix Seal]
Q 1A
• PUBV
CO' `
jjECE9VE
MAR 17 2023
BY:
29

EXHIBIT A
Legal Description
Being all of the property shown on map entitled, "Final Plat, Swansgate, A Residential Cluster
Development"dated October 15, 2020,prepared by Bell and Phillips, and recorded in Map Book
79,Page 98, Onslow County Registry.
flECEIVE
MAR 17 2023
BY
30

•
Attachment B
Built-upon Area Allocations
LOT NUMBER MAX BUA
3 4,300 sq.ft.
4 4,300 sq.ft.
8 4,300 sq.ft.
9 _ 4,300 sq.ft.
28 _4,300 sq.ft.
29 4,300 sq.ft.
30 4,300 sq.ft.
All other lots 4,000 sq.ft.
flECEIVE
MAR 17 2023
BY: