SW8231004_Current Permit_20231113

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ROY COOPER ' a
Governor
ELIZABETH S.BISER
Secretary
WILLIAM E.TOBY VINSON,JR NORTH CAROLINA.
interim Director Environmental Quality
November 13th,2023
Pirates Cove Development Company,LLC
Attn: C.Dice Hammer,Owner Manager
P.O.Box 7505
Charlottesville,Virginia 22906-7505
Subject: Post-Construction Stormwater Management Permit No. SW8 231004
Accolade
Subdivision Project with Areas of both High and Low Density
Pender County
Dear Mr.Dice Hammer:
The Division of Energy,Mineral and Land Resources received a complete,Post-Construction Stormwater
Management Permit Application for the subject project on November 8th,2023. Staffreview 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). We are hereby forwarding Permit No.
SW8 231004 dated November 9th,for the construction,operation and maintenance of the built-upon areas(BUA),
stormwater control measures(SCMs),and vegetated conveyances or areas associated with the subject project.
This permit shall be effective from the date of issuance until November 13th,2031 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 (OAK). 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 Jordan Cocanower in the Wilmington Regional
Office,at phone#[phone] or [e-mail].
Sincerely,
William E. Toby Vinson,Jr.,PE,CPM,Interim Director
Division of Energy,Mineral and Land Resources
Enclosures: Attachment A—Designer's Certification Form
Attachment B —Built-Upon Area Allocation
Application Documents
DES/jmc: \\\Stormwater\Permits&Projects\20231231004 HD\2023 11 permit 231004
cc: Shane Lippard,PE;Right Angle Engineering,PC
Pender County Planning Department
Wilmington Regional Office Stormwater File
Eir " North Carolina Department of Environmental Quality I Division of Energy.Mineral and Land Resources
i):› Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington,North Carolina 28405
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Post-Construction Stormwater Management
Permit No. SW8 231004
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST-CONSTRUCTION STORMWATER MANAGEMENT PERMIT
SUBDIVISION DEVELOPMENT WITH AREAS OF BOTH HIGH AND LOW DENSITY
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) (the "stormwater rules"),
PERMISSION IS HEREBY GRANTED TO
Pirates Cove Development Company, LLC
Accolade
2301 South Shore Drive, Surf City, Pender County
FOR THE
construction, management, operation and maintenance of built-upon area (BUA) draining to one (1)
Infiltration Basin ("stormwater control measures" or"SCMs"), and for a low density subdivision (the
"low density area"), discharging to Class SA-HQW as outlined in the application, approved stormwater
management plans, supplement(s), 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 part of this permit.
This permit shall be effective from the date of issuance until November 13th, 2031 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, renewal, 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 02H.1000 and NCGS 143-215.1 et.al.
1. BUA REQUIREMENTS. The maximum amount of BUA allowed for the entire project is 188,253
square feet. The runoff from all BUA within the permitted high density drainage area of this
project must be directed into the permitted SCM. The BUA requirements and allocations for this
project are as follows:
a. HIGH DENSITY AREA SCM BUA LIMITS (DA2). The SCM has been designed to handle
the runoff from 149,588 square feet of BUA within the delineated drainage area, also
referred to as DA2. This permit does not provide any allocation of BUA for future
development within the delineated drainage area.
b. LOW DENSITY AREA BUA LIMITS (DA1). The low density area, also referred to as
Drainage Area (DA1) in the approved plans and specifications, must not exceed 12% per the
requirements of the stormwater rules. Within this low density area, this permit approves a
percent BUA of 11.9% and the construction of a total of 38,250 square feet of BUA. This
permit does not provide any allocation of BUA for future development within this low density
area.
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Post-Construction Stormwater Management
Permit No. SW8 231004
c. BUA FOR INDIVIDUAL LOTS. Each of the 43 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.
d. CAMA AECs. 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 BUA based on CAMA regulations. The more restrictive BUA limit will apply to the
project.
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. SCM REQUIREMENTS. The SCM requirements for this project are as follows:
a. SCM DESIGN. The SCM 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
SCM must be provided and maintained at the design condition.
b. SCM DESIGN FOR SA WATER: The SCM(s) provide(s) 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.
c. PRETREATMENT. The following pretreatment device(s) has (have) been provided to
prevent clogging in the infiltration SCMs: sumps in catch basins.
4. 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.
5. STORMWATER OUTLETS. The peak flow from the 10-year storm event shall not cause
erosion downslope of the discharge point.
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Post-Construction Stormwater Management
Permit No. SW8 231004
6. 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 AN SCM. Stormwater that is not treated
in an SCM, such as in the low density area (including roof drains), must be released at the
edge of the vegetated setback and allowed to flow through the setback as dispersed flow.
7. 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 or groups of lots:
a. EASEMENTS. All SCMs, 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.
c. 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. Recorded deed restrictions and protective covenants must include, at a minimum,
the following statements related to stormwater management:
i. The following covenants are intended to ensure ongoing compliance with
Stormwater Management Permit Number SW8 231004, 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. For those lots within the CAMA Area of Environmental Concern, where DCM
calculates a different maximum lot BUA, the governing maximum lot BUA shall be
the more restrictive of the two amounts.
viii. 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.
ix. All runoff from the BUA on the lot must drain into the permitted system. This may
be accomplished via grading, a stormwater collection system and/or a vegetated
conveyance.
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Post-Construction Stormwater Management
Permit No. SW8 231004
x. Within the low density area, 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.
xi. A 50-foot wide vegetative setback (previously referred to as a buffer) must be
provided and maintained adjacent to all surface waters in accordance with 15A
NCAC 02H.1003(4) and the approved plans.
xii. Within the low density area, 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.
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.
8. 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 shall follow the Erosion Control Plan requirements
until the Sediment-Erosion Control devices are converted to SCMs or no longer needed.
Once the device is converted to a SCM, the permittee shall provide and perform the
operation and maintenance as outlined in the applicable section below.
b. SCM RESTORATION. If one or more of the SCMs are used as an Erosion Control device
and/or removed or destroyed during construction, it must be restored to the approved design
condition prior to close-out of the erosion control plan and/or project completion and/or
transfer of the permit. Upon restoration, a new or updated certification will be required for the
SCM(s) and a copy must be submitted to the appropriate DEQ regional office.
c. FINAL GRADING. The vegetated areas and vegetated conveyances located within the low
density area 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.
9. 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 or SCM 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
SCM(s), 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 SCM(s), 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.
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Post-Construction Stormwater Management
Permit No. SW8 231004
10. 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.
11. OPERATION AND MAINTENANCE. The permittee shall provide and perform the operation and
maintenance necessary, as listed in the signed operation and maintenance agreement(s), 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. If the facilities fail to perform satisfactorily or 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.
12. PERMIT RENEWAL. 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 15A NCAC 02H.1045(3).
13. 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.
14. 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);
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Post-Construction Stormwater Management
Permit No. SW8 231004
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.
15. 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.
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.
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Post-Construction Stormwater Management
Permit No. SW8 231004
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 issued this the 13th day of November 2023.
NORTH C 'OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
William E. oby Vi son, Jr., PE, CPM, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 231004
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Post-Construction Stormwater Management
Permit No. SW8 231004
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 Infiltration Project
• 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 231004
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.
n Check here if this is a partial certification. Section/phase/SCM #?
d 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
Permit ee's Certification NCAC .1042(4) Completed i ' N/A
Przwid
A DEED RESTRICTIONS i BUA RECORDS T _
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 -Plats fir res4ential es thatY or N
have owl 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 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 SCM and are avaiieble for Y or N
Page 1 of 8

Post-Construction Stormwater Management
Permit No. SW8 231004
r - -
Com ;i. ted/ N/A
_ Fronde G. DESIGNER'S CERTIFICATION FORM —has been provided to the Di Y .Itil
I
Note 1-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.
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Post-Construction Stormwater Management
Permit No. SW8 231004
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
Name Signature
NC Registration Number Date
Consultant's Mailing Address:
SEAL:
City/State/ZIP
Phone Number
Consultant's Email address:
0 Circle N if the as-built value differs from the Plan. If N is circled, provide an explanation on Page 2.
©N/E= not evaluated (provide explanation on page 2) 3N/A= not applicable to this SCM or ro.ect.
Consultant's Cethrication NCAC .1003((3) & General MDC ®As-butt I 2)NIE ()N/A
.1050
A. TREATMENT REQUiREMIENTS
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 f BUA ' i
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.
Page 3 of 8

Post-Construction Stormwater Management
Permit No. SW8 231004
®As-bud JN/E I N A_
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:
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.
C. ST WATER outtErS —the outlet handlesthe peakY a N
flow from the 10 year storm with no downslope erosion.
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 OTHER REGULATORY PROGRAMS Y or N
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 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 I
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
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 Y or N
discharge point during the peak flow from the 10 year
storm.
J. EXCESS FLOWS-An overflow/ bypass has been I Y or N
provided.
K. DEWATERING —A method to drawdovm standing water has Y or N
been provided to facilitaft maintenance and inspection.
L. CLI NOUT 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 QUALIFICATIONS(FAST-TRACK PERMIT)—
The designer is homed under Chapters 89A, 89C, 89E, cr 1 Y or N
89F of the General atatutes.
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 8

Post-Construction Stormwater Management
Permit No. SW8 231004
AS-BUILT DESIGNER'S CERTIFICATION FOR INFILTRATION 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.1051 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 Signature
NC Registration Number Date
Consultant's Mailing Address:
SEAL:
City/State/ZIP
Phone Number
Consultant's Email address:
Circle N if the as-built value differs from the Plan. If N is circled, provide an explanation on Page 2.
©N/E= not evaluated (provide explanation on page 2) ©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 .1051) (Ms-built )N/E ! ®NIA
A. Inlets/Pretreatment/Design Depths/Elevations
1. Inlets are located per the approved plans. Y or N
2. Pretreatment measures are provided? (Rooftop runoff Y or N
does not require pre-treatment.)
3. BASIN only—the area and depth of the basin is consistent
with the approved plans
4. TRENCH only-the provided width, length and height of the
trench are consistent with the approved plan.
5. TRENCH only-the provided length and size of the
perforated pipe is consistent with the approved plan.
6. The bottom elevation of the basin /trench is consistent
with the approved plans.
7. The bypass elevation is consistent with the approved plan.
8. The overflow elevation is consistent with the approved
plan.
B. Soils I SHWT/Subgrade
1. The hydraulic properties of the insitu soils are in Y or N
accordance with the soils report.
2. The lowest point of the infiltration system is a minimum of Y or N
2 feet above the SHWT.
3. If separation to the SHWT is less than 1 foot, the water Y or N
table draws down to its pre-storm level within 72 hours.
4. The slope of the soil subgrade is <= 2%. Y or N
C. Drawdown Time
1. The system dewaters within 72 hours? Y or N
2. The Insitu soils were removed and replaced with suitable Y or N
infiltration media to achieve the 72 hour drawdown.
Page 5 of 8

Post-Construction Stormwater Management
Permit No. SW8 231004
Q i�tia ON/E
D. Nervation Port—for ur dergrour i systems, a minimum of I !A j
one inspe port has been provided. Y or N
coon
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 6 of 8

Post-Construction Stormwater Management
Permit No. SW8 231004
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-
O Circle N if the as-built value differs from the Plan/permit. If N is circled, provide an explanation on page 3.
O N/E= Not Evaluated (provide explanation on paje 2). ON/A= Not Applicable to this project/plan.
Consultant's Certification (MDC 15A NCAC C:2H .1003)
Project Density and Built-Upon,Area (DAs-built ON/E ON/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 Fkow ®As-bu ` OWE 0 N/A
1. The project maximizes dispersed flow through vegetated areas Y or N
and minimizes channelized flow.
Vegetated Conveyances Ctl -built OWE ON/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:1 V. Y or N
5. The conveyance does not erode in response to the peak flow from Y or N
the 10-year storm.
Curb outlet systems(if appl ) T( As-butt OWE 0N/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
exceed 5%. Y or N
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:1V. Y or N
Page 7 of 8

Post-Construction Stormwater Management
Permit No. SW8 231004
6. The project utilizes treatment swales designed per Section .1061 Y or N
in lieu of the curb outlet system requirements.
Vegetalad rolimcks(if applai ) (DAs-butt ®N'IE ®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 ON/E t 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 (DM-built CDNIE G N/A
1. The project has variations from the MDC that were not previously Y or N
approved. (Modification may be required.)
Deed fictions(if ) ®As-built ON& N/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) . OAs-built ON/E O 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 cir 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 8 of 8

Attachment B- BUA Lot Allocations
Accolade
Permit No. SW8 231004
Lot# Max BUA, sf
1-11 (High Density) 2950
29-43 (High Density) 2950
12-28 (Low Density) 2250

Operation & Maintenance Agreement
Project Name: Accolade Subdivision S U) , /Od 7
Project Location: Hwy 50, Surf City, Pender County
Cover Paste .
Maintenance records shall be kept on the following SCM(s). This maintenance record shall be kept in a log in a known set location.
Any deficient SCM 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 SCM(s)-
The SCM(s)on this project include(check all that apply&corresponding O&M sheets will be added automatically):
Infiltration Basin Quantity: 1 Location(s): DA2
Infiltration Trench Quantity: Location(s):
Bioretention Cell Quantity: Location(s):
Wet Pond Quantity: Location(s):
Stormwater Wetland Quantity: Location(s):
Permeable Pavement Quantity: Location(s): --
Sand Filter Quantity: Location(s):
Rainwater Harvesting Quantity: Location(s):
Green Roof Quantity: Location(s):
Level Spreader-Filter Strip Quantity: Location(s):
Proprietary System Quantity: Location(s):
Treatment Swale Quantity: Location(s):
Dry Pond Quantity: Location(s):
Disconnected Impervious Surface Present: No Location(s):
User Defined SCM Present: No Location(s):
Low Density Present: Yes Type: Vegetated swales/roadside ditches
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures lictod for
each SCM above, and attached O&M tables. I agree to notify NCDEQ of any problems with the system or prior to any changes to
the system or responsible party.
Responsible Party: C. Dice Hammer
Title&Organization: Manager, Pirates Cove Development Company, LLC
Street address: 610 West Rio Road
City, state,zip: Charlottesville,VA 22901
Phone number(s): 432-234-3657
Email: [e-mail] I
Sign re: � Z)-:
c I? r(,rn1, .-- Dat ,2-0/9-.3
I, ( /YID (/ , a Notary Public for the State f
County ifiR149i1E ,do hereby rtify that L /)KE
personally appeared before me this ZI day of , ZO23 and
acknowledge the due execution of the eratigns a M i ance Agreement.
Witness my hand and official seal, /IYY1/111,(i
•
CARRIE K. KIMBROUGH ^-^--•• II Vir
NOTARY PUSLIC �� Pi •IA -
REGISTRATION#7562867 MAR 71
COMMONWEALTH OF VIRGINIA ry 2023
MY COMMISSION EXPIRES OCTL� 3
JUNE 30,2025 By.
® BY:
1 0
Seal My commission expires
-�675-
STORM-EZ 3/17/2023
Version 1.5 O&M Agreement Page 1 of 6

Infiltration Basin Maintenance R: uirements
Important operation and maintenance procedures:
- The drainage area will be carefully managed to reduce the sediment load to the infiltration basin.
No portion of the infiltration basin will be fertilized after the initial fertilization that is required to establish
- the vegetation. Lime may be allowed if vegetation is planted on the surface of the infiltration basin and a
soil test shows that it is needed.
- The vegetation in and around the basin will be maintained at a height of four to six inches.
After the infiltration basin is established, it will be inspected quarterly and within 24 hours after every storm event
greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance shall be kept in a
known set location and shall be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
SCM element: Potential problem: How to remediate the problem:
The entire infiltration Trash/debris is present. Remove the trash/debris.
basin
Areas of bare soil and/or Regrade the soil if necessary to remove the gully, plant ground
erosive gullies have cover and water until it is established. Provide lime and a one-
The grass filter strip or formed. time fertilizer application.
other pretreatment area Sediment has accumulated Search for the source of the sediment and remedy the problem if
to a depth of greater than possible. Remove the sediment and dispose of it in a location
three inches. where it will not cause impacts to streams or the SCM.
The structure is clogged. Unclog the conveyance and dispose of any sediment in a location
The flow diversion where it will not cause impacts to streams or the SCM.
structure(if applicable) Make any necessary repairs or replace if damage is too much for
The structure is damaged. repair.
The inlet pipe is clogged (if Unclog the pipe and dispose of any sediment in a location where
applicable). it will not cause impacts to streams or the SCM.
The inlet pipe is cracked or
otherwise damaged (if Repair or replace the pipe.
applicable).
The inlet device Regrade the swale if necessary and provide erosion control
Erosion is occurring in the devices such as reinforced turf matting or riprap to avoid future
swale(if applicable). erosion problems.
Stone verge is dogged or Remove sediment and clogged stone and replace with clean
covered in sediment(if stone.
applicable).
More than four inches of Search for the source of the sediment and remedy the problem if
sediment has accumulated. possible. Remove the sediment and dispose of it in a location
where it will not cause impacts to streams or the SCM.
Erosion of the basin
The basin Provide additional erosion protection such as reinforced turf
surface has occurred or matting or riprap if needed to prevent future erosion problems.
riprap is displaced.
Water is standing more Replace the top few inches of soil to see if this corrects the
than three days after a standing water problem. If not, consult an appropriate
storm event. professional for a more extensive repair.
RIC ke it:Vitiiii.7. Eke AM ,
OCT 052023 MAR222023
ICY— BY:

Infiltration Basin Maintenance Requirements (continued)
SCM element: Potential problem: How to remediate the problem:
Shrubs or trees are
growing on the Remove shrubs and trees immediately.
embankment.
The embankment An annual inspection by an
appropriate professional Make needed repairs immediately.
shows that the
embankment needs repair.
Clogging has occurred. Clean out the outlet device and dispose of sediment in a location
gg g where it will not cause impacts to streams or the SCM.
The outlet device
The outlet device is Repair or replace the outlet device.
damaged
Erosion or other signs of
damage have occurred at Repair the damage and improve the flow dissipation structure.
the outlet.
The receiving water Discharges from the
infiltration basin are
causing erosion or Contact the local NCDEQ Regional Office.
sedimentation in the
receiving water.
8 4,....._ _... ,....„
i+
8 . l._ MAR Z 1---2-0-2--3)
OC 05 2023 By:
BY

Low Density Maintenance Requirements
Important maintenance procedures:
The drainage area to the vegetated conveyance or vegetated receiving area will be carefully managed
to reduce the sediment load to the vegetated conveyance or vegetated receiving area.
After the initial fertilization to establish the grass in the vegetated conveyance or the vegetated receiving
area, fertilizer will not be applied to the vegetated receiving areas.
'The vegetated conveyance or vegetated receiving area will be inspected quarterly. Records of operation and I
maintenance will be kept in a known set location and will be available upon request. I
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
SCM element: Potential problem: How to remedlate the problem:
Vegetation Vegetation is too short or Maintain grassed vegetation such that the swale or vegetated
too long. area does not erode during the peak flow from the 10-year storm
Trash/debris is present. Remove the trash/debris.
Areas of bare soil and/or Regrade the soil if necessary to remove the gully, and then re-sod
erosive gullies have (or plant with other appropriate species)and water until
Vegetated receiving areas formed. established. Provide lime and a one-time fertilizer application.
Trees and/or other woody Remove the trees and woody vegetation from the swale, regrade
vegetation are present in the swale if necessary and re-establish grass as shown on the
the swale. approved plans.
Trash/debris is present. Remove the trash/debris.
Areas of bare soil and/or Regrade the soil if necessary to remove the gully, and then re-sod
erosive gullies have (or plant with other appropriate species)and water until
formed. established. Provide lime and a one-time fertilizer application.
Sediment covers the grass Remove sediment and dispose in an area that will not impact
Vegetated conveyances I at the bottom of the swale. streams or SCMs. Re-sod if necessary.
swales/roadside ditches Regrade the slopes to the permitted configuration per the
(other than curb outlet The side slope is steeper
swales) than the approved approved plan and reestablish vegetation. If as-built or existing
configuration. conditions do not allow the slopes to be regraded, contact the
applicable permitting agency.
Grass is dead, diseased or Determine the source of the problem: soils, hydrology, disease,
dying. etc. Remedy the problem and replace plants. Provide a one-time
fertilizer application to establish the ground cover if necessary.
Trees and/or other woody Remove the trees and woody vegetation from the vegetated
vegetation are present in conveyance, regrade the vegetated conveyance if necessary and
the vegetated conveyance. Ire-establish grass as shown on the approved plans.
II^'fie E it 16. .
NCALa R Z.-
OCT 05 2023 MAR 2 2 2023
BY: Id
BY:

,
Clogging has occurred. Clean out the outlet device. Dispose of the sediment off-site.
The outlet device(if
applicable)
The outlet device is Repair or replace the outlet device.
damaged
Erosion or other signs of
damage have occurred at Repair the damage and improve the flow dissipation structure.
the outlet.
The receiving water Discharges from the site
are causing erosion or Contact the local NCDEQ Regional Office.
sedimentation in the
receiving water.
plea-cEivei— M
OCTwe4:- )
� er �� 2? '�?� ii
0 5 2023
BY

DEMLR USE ONLY
Date eceiv d Fee Paid Permit Number
I�� 'c� d3 �� /OOD s(.op' :.30®1Q1L
Applicable Rul s: Coastal SW-1995 Coastal SW-2008 ❑Ph II-Post Construction
(select all that apply) ❑Non-Coastal SW-HQW/ORW Waters ❑Universal Stormwater Management Plan
❑Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name(subdivision,facility,or establishment name-should be consistent with project name on plans,
specifications,letters,operation and maintenance agreements,etc.):
Accolade
2. Location of Project(street address):
2301 South Shore Drive y )
City:Surf City County:Pender Zip:2847X
3. Directions to project(from nearest major intersection):
Hwy 50 South to Cutlass Drive
4. Latitude:34°4029' "N Longitude:77°5813' "W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is(check one): ENew DModification ❑Renewal w/ Modificationt
tRenewals with modifications also requires SWLI 102-Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit,list the existing
permit number ,its issue date(if known) ,and the status of
construction: ENot Started ❑Partially Completed* 0 Completed* *provide a designer's certification
2. Specify the type of project(check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ['Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application,list the stormwater project number,
if assigned, and the previous name of the project,if different than currently
proposed,
4.a.Additional Project Requirements(check applicable blanks;information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
DCAMA Major Sedimentation/Erosion Control:4.25 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name,Project/Permit Number,
issue date and the type of each permit
5. Is the project located within 5 miles of a public airport? ❑No ®Ye C "'
If f yes,see S.L. 2012-200,Part VI:http://portal.ncdenr.or •.r41 les=and-relations
MAR 2 2 2023
-y � 001 05 2023 �
BY
Form SWU-101 Version Oct. 31,2013 Page 1 ..if:

III. CONTACT INFORMATION
1.a.Print Applicant/Signing Official's name and title(specifically the developer,property owner,lessee,
designated government official,individual,etc.who owns the project):
Applicant/Organization:Pirates Cove Development Company,LLC
Signing Official&Title:C.Dice Hammer,Owner Manager
b.Contact information for person listed in item la above:
Street Address:610 West Rio Road
City:Charlottesville State:VA Zip:22901
Mailing Address(if applicable):P.O. Box 7505
City:Charlottesville State:Va Zip:22906-7505
Phone: (432 ) 234-3657 Fax: ( )
Email:mhaymans'Pspringcreekliving.com
c.Please check the appropriate box.The applicant listed above is:
®The property owner(Skip to Contact Information,item 3a)
❑Lessee*(Attach a copy of the lease agreement and complete Contact Information,item 2a and 2b below)
❑Purchaser*(Attach a copy of the pending sales agreement and complete Contact Information,item 2a and
2b below)
❑Developer*(Complete Contact Information,item 2a and 2b below.)
2.a.Print Property Owner's name and title below,if you are the lessee,purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official&Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address(if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3.a. (Optional)Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project
Other Contact Person/Organization:
Signing Official&Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits:Surf City
Point of Contact:Steve Padgett Phone#: (910 ) 328-4131
NOV U 7 2023
Form SWU-101 Version Oct.31,2013 Page 2 of 6

. ee. -:. .
IV. PROJECT INFORMATION 1
1. In the space provided below,briefly summarize how the stormwater runoff will be tr°. -d. Li
Stormwater runoff will be collected in a piped system and treated with infiltration baser.
Low density lot area will remain below 12% coverage.
2.a.If claiming vested rights,identify the supporting documents provided and the date they were approved:
❑Approval of a Site Specific Development Plan or PUD Approval Date:
❑Valid Building Permit Issued Date:
❑Other: Date:
b.If claiming vested rights,identify the regulation(s)the project has been designed in accordance with:
❑Coastal SW-1995 ❑Ph II-Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area:15.39 acres 5. Total Coastal Wetlands Area:0.53 acres
6. Total Surface Water Area:0 acres
7. Total Property Area(4)-Total Coastal Wetlands Area(5)-Total Surface Water Area(6)=Total Project
Areal.:14.87 acres
* Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(NHW)line or Mean High Water
(MHW)line, and coastal wetlands landward from the NHW(or MHW)line. The resultant project area is used to
calculate overall percent built upon area(B UA). Non-coastal wetlands landward of the NHW(or MHVV)line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area/Total Project Area)X 100 =29.0 %
9. How many drainage areas does the project have?2(For high density,count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project,attach an additional sheet with the information for each area
provided in the same format as below. t,D k 9 (Ito vJ
Basin Information . - Drainage Area 1 Drainage Area 2 Drainage Area 3 Drainage Area_
Receiving Stream Name Topsail Sound Topsail Sound Topsail Sound
Stream Class * SA;HQW SA;HQW SA;HQW
Stream Index Number* 18-87-10 18-87-10 18-87-10
Total Drainage Area(sf) 322,764 309957 415
On-site Drainage Area(sf) 322,764 309957 415
Off-site Drainage Area(sf) 0 0 0
Proposed Impervious Area**(sf) 38250 149588 415
% Impervious Area**(total) 11.9 48.3 100
Impervious**Surface Area Drainage Area 1 Drainage Area 2 Drainage Area_ Drainage Area_
On-site Buildings/Lots(sf) 34000 65000
On-site Streets (sf) 58500 415
On-site Parking (sf) 4250 6500
On-site Sidewalks (sf) 8736
Other on-site (sf) 10852 1
Future(sf)
Off-site (sf) 0 0 I -
Existing BUA***(sf) 0 _ 0 _
Total (sf): I 38250 149588 415
* Stream Class and Index Number can be determined at: http://portal.ncdenr.org/web/wq/ps/csu/classifications
** Impervious area is defined as the built upon area including, but not limited to,buildings, roads,parking areas,
sidewalks,gravel areas,etc.
Form SWU-101 Version Oct.31,2013 Page 3 of 6

***Report only that amount of existing BUA that will remain after development.Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off-site impervious area listed above determined?Provide documentation.Not applicable
Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 1 SA NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance(O&M)forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy,Mineral and
Land Resources(DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item.All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
}itials
1. Original and one copy of the Stormwater Management Permit Application Form. }
2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants �L
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed,signed and dated)and O&M Z-
agreement(s)for each BMP.
4. Permit application processing fee of$59&p ayable to NCDENR. (For an Express review,refer to SC-
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative(one to two pages)describing the stormwater treatment/management for ft-
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the SL
receiving stream drains to class SA waters within 1/2 mile of the site boundary,include the 1/2
mile radius on the map.
7. Sealed,signed and dated calculations(one copy). SL
8. Two sets of plans folded to 8.5"x 14" (sealed,signed,&dated),including: $L
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend. +�
e. North arrow.
f. Scale. +I lir
g. Revision number and dates. CC
h. Identify all surface waters on the plans by delineating the normal pool elevation of Q 5
impounded structures,the banks of streams and rivers,the MHW or NHW line*tidal
waters,and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures,the banks of streams or rivers,and the MHW(or NHW)of tidal waters.
i. Dimensioned property/project boundary with bearings&distances.
j. Site Layout with all BUA identified and dimensioned. C ""
k. Existing contours,proposed contours,spot elevations,finished floor elevations. j J 1. Details of roads,drainage features,collection systems,and stormwater control measure MAR 2 22023 '! 1
m.Wetlands delineated,or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who BY
made the determination on the plans.
n. Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculations.
o. Drainage areas delineated(included in the main set of plans,not as a separate document).
Form SWU-101 Version Oct.31,2013 Page 4 of 6

p. Vegetated buffers(where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify 9—,
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs.Include an 8.5"x11"copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs,the report should also
include the soil type,expected infiltration rate,and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed.Deed book:4800 Page No:2316 $L
11. For corporations and limited liability corporations(LLC):Provide documentation from the NC SZ-
Secretary of State or other official documentation,which supports the titles and positions held
by the persons listed in Contact Information,item la,2a,and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions,outparcels,and future development,the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary,a table listing each lot number,lot size,and the allowable built-upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from http://portal.ncdenr.org/web/lr/state-
stormwater-forms docs.Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner,it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s)below,the permit holder(s)certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them,that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR,and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm(such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer:W.Shane Lippard,PE
Consulting Firm:Right Angle Engineering,PC
Mailing Address:212 Princess Street
City:Wilmington State:NC Zip:28401
Phone: (910 ) 251-8544 Fax: (910 ) 251-2208
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information,item 2 has been filled out,complete this
section)
I, (print or type name of person listed in Contact Information,item 2a) C. Dice Hammer ,certify that I
own the property identified in this permit application,and thus give permission to (print or type name of person
listed in Contact Information, item la) C. Dice Hammer with(print or type name of organization listed in
Contact Information,item la)Pirates Cove Development Company,LLC to develop the
project as currently proposed. A copy of the lease agreement or pending property sales contract has been
provided with the submittal,which indicates the party responsible for the operation and maintenance of the
stormwater system. fum --....._..gr. —.
4%.d 17 1=1 It'll 410,,. 1 1=4...# 0 NtP IL
OCT 05 2 231)
MAR 2 2 2023
BY: BY:
Form SWU-101 Version Oct.31,2013 Page 5 of 6

As the legal property owner I acknowledge,understand,and agree by my signature below,that if my designated
agent(entity listed in Contact Information,item 1)dissolves their company and/or cancels or defaults on their
lease agreement,or pending sale,responsibility for compliance with the DEMLR Stormwater permit reverts back
to me,the property owner.As the property owner,it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to$25,000 per day,pursuant to NCGS 143-215.6.
Signature: Date:
I, ,a Notary Public for the State of ,County of
,do hereby certify that personally appeared
before me this_day of ,and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I,(print or type name of person listed in Contact Information,item la)C.Dice Hammer ,
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans,that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H.1000 and any other applicable state stormwater requirements.
Signature: C'; IC 4/V7t Date: .1)-311-ZOz3
I, "rke k Lab,I Q1 ,a Notary Public for the State of Y Pt- ,County of
Pf)SOP M kr(f ,do hereby certify that C , 1 i( f F4-6 11v'€,r personally appeared
before me this 31 day of 0(±1)19er , an;and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
Commonwealth Of Virginia
Theresa B.Dulaney-Notary Public
Commission No.7666955
My Commission Expires 11/30/2024 1 I 2 0 Z
My commission expires 1
NOV U 7 2023
BY: _._.
Form SWU-101 Version Oct.31,2013 Page 6 of 6

SUPPLEMENT-EZ COVER PAGE l� qJ� 2310 d
L(
FORMS LOADED I S'V
PROJECT INFORMATION
i1 Project Name _--- ---- --__ ;- --- Accolade_—.____...— .
_._2J Project Area( .— -... -- 15.39 'i
( 3 1Coastal Wetland Area ac i _ 0.53 0
ii 4 Surface Water Area lac) i 0 t.
. _5 Is this project High or Low Density? 4—1 Both Hi hand Low Densi i
6 Does this project use an off ssiite SCM? No
COMPLIANCE WITH 02H.1003(4)
7 iWidth of vegetated setbacks_provided(feetL— I 50 — y
8 I Will the vetated setback remain vegetated? Yes
L. 9 If BUA isproposed in the setback,does it meet NCAC 02H.1003(4)(c-d)? N/A _ 1
10 Is streambank stabilization proposed on this project? No 4ss
NUMBER AND TYPE OF SCMs
NN l 11 !Infiltration System 1
1 12 Bioretention Cell1.
j 13 i Wet Pond -
14 jStormwater Wetland N
15 Permeable Pavement
16ISand-Filter - — — I
I
17 I Rainwater Harvesting(RWH� __
n 18 Green Roof
Level Spreader-Filter Strip(LS-FS) —� — — —2190i Discormected Impervious Surface)LDISI
21 ;Treatment Swale
22 Dry Pond _
1-23 'Storm Filter
�
I-
24 Silva Cell --I_
I26 Filterra p
FORMS LOADED
{DESIGNER CERTIFICATION �'
• 27 i Name and Title: W.Shane Li d P
_.J_.. -.--.. .teean.� .E_..:_------_�
28 Organization _ --- _ !
_ Right Angle En inee ing;PC
29m jStreet address: 212 Princess Street
P:
30 'City,State,Zi �_--
_ I Wilmington,NC 28401
31 Phone numbers: — a
---- I 910-2511-8544
32 mail: L - -- [e-mail]
Certification Statement:
I certify,under penalty of law that this Supplement-EZ form and all supporting information were prepared under my direction or supervision;that the
information provided in the form is,to the best of my knowledge and belief,true,accurate,and complete,and that the engineenng plans,
specifications,operation and maintenance agreements and other supporting information are consistent with the information provided here
Designer
I.,,a
.---. , 'at
g '.�•
9 Signature of Designer
e Z
_ PE 02391y i
— ECEE
NOV 0 7 2023
+4, . ...,c004.- it (cliV 3
4;!4.1_f L "� 0 W Date BY:.,

DRAINAGE AREAS
1 !Is this a high density project?
2 If so,number of drainage areas/SCMs 1
3 Does this project have low density areas? yes
4 If so,number of low density drainage areas 1
Is all/part of this project subject to previous rule
5 versions? LNo
CLICK TO LOAD FOR"..1
NN C(LAPS Cg grfrt 1
77 uietikrds —JAA(-
IMAGE AREA INFORMATION
4 Type of SCM fir
5 jon Bash ROW Dispersed
Total drainage area(sq ft) L3"
Enttre Site ,._
I 2 LO i
6 Onsite drainage area(sq ft) 67057$
: 7 Offsite drainage area(sq ft)
0 0 0
r8 Total BUA in project(sq ft) .. 57 ..' '
. 309957 44.19957 415 322764
415' •
322-7E4
0
188253'I 149588 sf 415 sf ' 38250 s
New BUA on subdivided lots(subject to
9 permitting)(sq ft) 114950 sf 767130 sf 38250 sf
i New BUA not on subdivided lots(subject to
1
10 ermitting)(sf) 73/23 sf 72708 sf 415 sf • St
11 Offsite BUA(sq ft) sf sf sf
12 Breakdown of new BUA not on subdivided lots:
I -Parking(sq ft) 107E9 Sf _ _ 6600 uf 420 sf
r_Sidewalk(sq ft) 8736 sf 8736 sf sf
1 -Roof(sq ft) 99000 sf 95000 sf 34E00 sf _4
-Roadway(sq ft) 58500 sf 58500 sf 415 sf sf i
--.1
-Future(sq ft) sf sf sf
-Other,please specify in the comment box
below(sq ft) 10862 If 10852 sf sf
--,..
New infiltrating permeable pavement on
13 subdivided lots(sq ft) sf sf
New infiltrating permeable pavement not on
14 subdivided lots(sq ft)
Existing BUA that will remain(not subject to
15 permitting)(sq ft)
16 Existing BUA that is already permitted(sq ft) sf sf sf
17 Existing BUA that will be removed(sq fti
18 Percent BUA 28% 48.33% 11.9%
19 Design storm(inches) 3.75 In
20 Design volume of SCM(cu ft) 26456 d _
21 Calculation method for design volume ; SCS Curva No.
,
ADDMONAL INFORMATION
lease use this space to provide any additional information about the
22. 'drainage area(s):
Other is pa i pad allawanos,acre.Pcol deck,and ccernunity buikling.

INFILTRATION SYSTEM
1 DrainI7c a area number 1
2 I Minimum required treatment volume(cu ft)__ 26456 cf i
GENERAL MDC FROM 02M.1050
3 Is the-SCM sized to treat the SW from all surfaces at build-out? - Yes—
NM Is the SCM located away from contaminated soils? _; Yes I
5 What are the side slopes of the SCM(H:V or enter"Vertical"for i ti
• trenches? i 4:1
6 Does the SCM have retaining walls,gabion walls or other engineered
side slo•es? No
a 7 'Are the inlets,outlets,and receiving stream protected from erosion '-
I(10-year storm)? Yes
'! —!Is there an overflow or bypass for inflow volume in excess of the ;�
) 8design volume? ' Yes
9 1What is the method fordewatering the SCM for maintenance? : Pump(preferred)
10 1If applicable,will the SCM be cleaned out after construction? --Yes-
11 I Does the maintenance access comply with General MDC(8)? __-, Yes
12 Does the drainage easement_comply with General MDC(9)?_ __ -� Yes
r13 If the SCM is on a single family lot,does(will?)the plat comply with ! �—
General MDC(10)? i N/A
1 14 Is there an O&M Agreement that complies with General MDC(11)?
/� _ Yes_
I 15 Is there an O&M Plan that complies with General MDC(12)? ` Yes__
I 16 Does the SCM follow the device specific MDC? ' Yes —
. 17 Was the SCM designed by an NC licensed professional?mm- .1-7 Yes
,INFILTRATION SYSTEM MDC FROM 02H,1051
18 'Proposed slope of the sub grade surface(%) 0%
19 LAre terraces or baffles provided? i No
20 !Type of pretreatment: _..._.....-._._.___. Other
Sods Data
a 'Was the soil investigated in the footprint and at the elevation of the
21 infiltration system? Yes
22 ;SHWT elevation(fmall. 1 3.00
23 1Depth to SH_WT per soils report(in)-_ _ _..__.__...__.__._._.._._..___..___i_ 30.00 —
e24boring� p ( )
� 'Ground elevation at in soils report fmsl I 5.50
Is a detailed hydrogeologic study attached if the separation is 1
's. 25 ,between 1 and 2 feet? I Yes
26 Soil infiltration rate(in/hr) ®_- 11.67 I.
r
t 27 Factor of safety(PSI 2 is recommended): 3-00 P
Elevations _
29 Bottom elevation(imsl) -, 4.2 r--
3®�H=Store a elevation fmsl _.�.— 5.61 ft
31 !Bypass elevationJfmsl�_.__ - I 8 f
For Basins Only
32 'Bottom surface area(ft2) I 16951
33 'Storage elevation surface area(ft2) 20090
!For Trenches Only_-® _
34 ;Length(ft) -------- - -- _.__ .-...._.. -_
35 _!Width(ft) ti
1, _36 _.Perfora_te_d pipe diameter,if applicable(inches)._3i. 7 !Number of laterals __ - �~ '
38 'Total length of perforated piping — -.._.._-.._ I
39 !Stone type,if applicable _._ _.__..__._._...,. ......_.._._ W
;. 40 Stone orosi % 1
41 l Is stone free of fines?
42 Is the stone wrapped in geotextile fabric?
43 Has at least one inspection port been provided? .._.
Volumes/Drawdown
44 1Design volume of SCM(cu ft) s 26456 cf I
45 !Time to draw down(hours) _ , 5.2 hrs
ADDITIONAL INFORMATION ,
E.
_I_
Please use this space to provide any additional information about the::
`�✓ `
46 'infiltration system(s): 0
_____. __ _.____-._...__..____ NOV 7 2023
I
R
I BY.
Sump as pretreatment.
Infiltration 1 1:57 PM 11/7/2023

LOW DENSITY _ _
"DESIGN R UIREMEN7S FOR LOW DENSITY_PROJECTS FROM 02H 4003 f
1 Is project below density thresholds set forth in the applicable stomiwater rule? Yes 2 Does project maximize dispersed flow and minimize channelizaflon of flow? Yes
3 Has the use of piping been minimized per.1003(2)(c)? I Yes
a 4 I Side sloaes of the vegetated conveyances(H:V) —_—_.— --_. __— ne
5 ;Maximum velocity in the vegetated conveyances during the 10-year storm?
6 ]Are curb outlet swales proposed?L —t No ,M(_
—7 1 Maximum longitudinal slope of curb outlet swale(s)(%)
I
8 i Bottom width of curb outlet swale(s)(feet)
9 Maximum side slope of curb outlet swale(s)(H:V) — — �
I10 Minimum length of curb outlet swale(s)(feet) --- --- --.1
•
11 Are treatment swales used instead of curb outlet swales?
12 Is stormwater released at the edge of the setback as dispersed flow? € NIA
13 j Have stormwater outlets been designed to prevent downslope erosion? ----- Y_es
14 Are variations to rule.1003 proposed? ` —No
•ADDITIONAL INFORMATION
15 Please use this space to provide any additional information about this low density project: _ --
{
Drainage BUASlope rr.. .m,.r
Pervious Q V. Flow depth,Swale . '
# Area (ac) area C (�) (%) - Its) (fps) (ft) 1
(ac) 1 lac) •
L #
4
8
13
I r .1-
F , ,
14
r____.
15
16 I -1- -r-
18 +
ig r i ---H t
20
:,,
I
g� j I
J$ i NOV 0 7 �3
-__-24 -- + -- - -- - - - - BY
L. 23
_..____.—_l___._._ -.-
-_ � — ---- I — - ---+— — —i---
26
I -
V 1 --L-- --'

Low Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management
Regulations, deed restrictions and protective covenants are required for Low Density Residential
Subdivisions where lots will be subdivided and sold. Deed restrictions and protective covenants are
necessary to ensure that the development maintains a "built-upon"area consistent with the applicable
regulation governing the density level.
I, C. Dice Hammer acknowledge and affirm by my signature below, that I will cause the following
deed restrictions and protective covenants to be recorded for Accolade prior to the sale of any lot:
1. The following covenants are intended to ens re ongoing compliance with State Stormwater
Management Permit Number suds',p 3_mo , , as issued by the Division of Energy, Mineral and
Land Resources under the Stormwater Man gement Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Energy, Mineral and Land Resources.
6. The maximum allowable built-upon area per lot is_2250 square feet. 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 includes, but
is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, and coquina, but does
not include raised, open wood decking, or the water surface of swimming pools.
7. in the case of a lot within CAMAss regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable built-upon area for that lot than is shown herein, the
governing maximum built-upon area for that lot shall be the most restrictive of the two.
8. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the
development except for average driveway crossings is strictly prohibited by any persons.
9. Each lot will maintain a 30*foot wide vegetated buffer between all impervious areas and surface
waters.
10. All roof drains shall terminate at least 30*foot from the mean high water mark of surface waters.
*50 foot for projects located in the 20 coastal counties.
C-
z
Signature: c� Date: S 19-0 J2?)
M '?70I, ,�a Notary Public in the
State of I I , County of f ffi1'!'4/71,i ,
do hereby certify that •D1Ci MLK- personally appeared
before me this the 20 day of Mfig-11- , 20 23 , and acknowledge
the du execution f he f e irnEteriVEs y hand and official se --,
Rf: ------ ' 1
$I9 ature BY. CARRIEO
K. IMBROUGH By.
PUBLIC
My Commission expires to (I 2v REGISTRATION*7562667 k+
LOMMONWEALTH OF VIRGINIA
MY CO U EXPIRES
NE 30 2025
Form DRPC-5 Rev.2 05Nov2009 Page 1 of 1

Hiuh Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built-upon"
area consistent with the design criteria used to size the stormwater control facility.
I, C. Dice Hammer , acknowledge, affirm and agree by my signature below,
that I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stomnwater
Management Permit Number , as issued by the Division of Energy, Mineral and
Land Resources under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Energy, Mineral and Land Resources.
6. The maximum allowable built-upon area per lot is_2950 square feet. 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 includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools. ,
OR, if the proposed built-upon areas per lot will vary, please REPLACE#6 above with the following:
6. The maximum built-upon area per lot, in square feet, is as listed below:
Lot# BUA Lot# BUA Lot# BUA Lot# BUA
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
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
7. Each lot will maintain a 30**foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
8. All runoff from the built-upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
iiiL i U 5 Z023 s_/"• .:E. �
Li I
tilt MAR 22 2023 . J
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 2 By. Li

Hiuh Density Residential Subdivisions
Deed Restrictions & Protective Covenances
Sign ure: t /I�: i Ct I C. 14t-�lLZ Date: 3 .�-D 1;--3
r- I
1, JLy# , a Notary Public in the
State of , County of it 1414 �1G ,
do hereby certify that • /C'� AfFi
/ personally appeared
before me this the ZO day of IW , 20 7,3 , and acknowledge
the due executi oft o going instrument. Witness my hand and official seal,
Y 4
SEAL
Sin ure
y Commission expires a' 'L0 +25-'
CARRIE K. KIMBROUGH
NOTARY PUBLIC
REGISTRATION#7662867
COMMONWEALTH OF VIRGINIA
MY COMMISSION EXPIRES
JUNE30,2025 U *- y
GOT 05 2C23 lc x }
BY:_______________ 8 MAR 22 2023
BY Cul
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2