SW8220808_Current Permit_20220826

ROY COOPER
Governor
EUZABETH S. BISER
Secretary
BRIAN WRENN.
Director
August 26, 2022
Comet Development, LLC, Purchaser
Attu: Seth Coker, Manager
309 Gallimore Dairy Rd Ste 102
Greensboro, NC 27409
IF]
NORTH CARO.LINA
Enmonmental Quakty
Octagon of North Carolina, Inc, Current Property Owner
Attn: Charles Riggs, President
PO BOX 1570
Jacksonville, NC 28541
_►W
White Hats, Inc, Current Property Owner
Attn: Charles Riggs, President
2505 Henderson Dr
Jacksonville, NC 28.546
Subject: Post -Construction Stormwater Management Permit No. SW8 220808
Comet at Sneads Ferry
High Density Project
Onslow County
Dear Mr. Coker and Mr. Riggs:
The Division of Energy, Mineral and Land Resources received a complete Post -Construction Stormwater
Management Permit Application for the subject project on ..August 23, 2022. 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). We are hereby forwarding Permit No.
SW8 220808 dated August 26, 2022, for the construction, operation and maintenance of the built -upon areas
(BUA.) and stormwater control measures (SCMs) associated with the subject project.
This permit shall be effective from the date of issuance until August 2.6, 2030 and does not supersede any other
agency permit that maybe required. The project shall be subject to the conditions and limitations as specified
therein. 'The designated permit holder, Comet Development, LLC ("Purchaser") shall be responsible for meeting
the conditions and limitations specified therein. As required for compliance, a copy of the final deed listing the
Purchaser as the property owner must be submitted within 30 days of the property being purchased. 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.
Please be aware that it is the responsibility of the permit holder, the Purchaser, to notify the Division of any
changes in ownership and request an ownership/name change for the stormwater permit. However, if the
purchase agreement or contract between the Purchaser and Octagon of North Carolina, Inc ("Property Owner")
and 'White Hats, Inc ("Property Owner") is dissolved, cancelled or defaults, and the Division is not notified by the
Purchaser to transfer the permit, then the responsibility for permit compliance reverts to the Property Owner. A
complete transfer request must be submitted to the Division within 30 days as described below otherwise the
Property Owner will be operating a stormwater treatment facility without a valid permit which is a violation of
NC General Statue 143-215.1. Failure to transfer the permit may result in appropriate enforcement action in
accordance with North Carolina General Statute § 143-215.6A through § 143-215.6C being taken against the
Property Owner.
North Carolina Department of Environmental Quality I Divisionof Energy, Mheml and Land Resources
fD-
W11-NIOnRegional Office 1127 CaRrdwW Drive Extension I Wilmington, .North Carolina 28405
'r 910.796.7215

State Stormwater Permit No. SW8 220808
Page 2 of 2
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAH within thirty (30) days of receipt of this permit. You. should contact the OAH with all questions regarding
the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Jessie Edmonds in the Wilmington Regional
Office, at [phone] [e-mail].
Sincerely,
C"':�"Y6Q
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Designer's Certification Form
Application Documents
DES/jme: \\\Stormwater\Permits & Projects\2022\220808 HD\2022 08 permit 220808
cc: Drew Hatcher, PE, McKim & Creed
Onslow County Building Inspections
Onslow County Planning & Development
NCDOT District Engineer
Wilmington Regional Office Stormwater File
North Carolina Department of Environmental Quality I Division of Energy, lNmeral and Land Resources
5
•� Wilmington Regional Office 1127 Cardinal. Drive :Exwnslon. I Maington, North Carolina 28405
y, T 910.79&.TM

Post -Construction Stormwater Management
Permit No. SW8 220808
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
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
Purchaser Comet Development, LLC
Comet at Sneads Ferry
1001 Diamondback Drive, Sneads Ferry, Onslow County
FOR THE
construction, management, operation and maintenance of built -upon area (BUA) draining to one (1)
wet detention pond ("stormwater control measures" or "SCMs") discharging greater than a Y mile to
Class SA-HQW as outlined in the application, approved stormwater management plans, supplement,
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 August 26, 2030 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 Title 15A
NCAC 2H.1000 and NCGS 143-215.1 et.al.
BUA REQUIREMENTS. The maximum amount of BUA allowed for the entire project is 273,616
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. SCM BUA LIMITS. The SCM has been designed to handle the runoff from 273,616 square
feet of BUA within the delineated drainage area, also referred to as DA1. This permit does
not provide any allocation of BUA for future development within the delineated drainage
area(s).
b. 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.
Page 1 of 5

Post -Construction Stormwater Management
Permit No. SW8 220808
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. PLANTING PLAN. The SCM landscape planting plan shown in the approved plans shall be
followed in its entirety during construction. After the plants are established, the operation
and maintenance agreement must be followed.
c. FOUNTAINS. At this time, a decorative spray fountain has not been proposed within the wet
pond. Decorative spray fountains will be allowed in the wet pond if documentation is
provided demonstrating that the proposed fountain will not cause resuspension of sediment
within the pond or cause erosion of the pond side slopes.
d. IRRIGATION. If the wet pond is to be used for irrigation, it is recommended that some water
be maintained in the permanent pool, the vegetated shelf is planted with appropriate species
that can handle fluctuating conditions, and human health issues are addressed.
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.
b. RELEASE OF STORMWATER NOT TREATED IN AN SCM. Stormwater that is not treated
in an SCM 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:
a. FINAL DEED. A copy of the final deed listing Comet Development, LLC ("Purchaser") as the
property owner must be submitted within 30 days of the property being purchased.
b. 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.
c. OPERATION AND MAINTENANCE AGREEMENT. The operation and maintenance
agreement must be recorded with the Office of the Register of Deeds.
d. FINAL PLATS. li 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.
Page 2 of 5

Post -Construction Stormwater Management
Permit No. SW8 220808
e. 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.
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 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.
8. MODIFICATIONS. No person or entity, including the permittee, shall alter any component
shown in the approved plans and specifications. Prior to the construction of any modification to
the approved plans, the permittee shall submit to the Director, and shall have received approval
for modified plans, specifications, and calculations including, but not limited to, those listed
below. 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.
e. The construction of any allocated future BUA.
f. The construction of any infiltrating permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a pervious surface that were not included in the
approved plans and specifications.
g. 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.
Page 3 of 5

Post -Construction Stormwater Management
Permit No. SW8 220808
a. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, 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. 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).
12. 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.
13. 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. PURCHASE AGREEMENT. It is the responsibility of the permit holder, the Purchaser, to
notify the Division of any changes in ownership and request an ownership/name change for
the stormwater permit. However, if the purchase agreement or contract between the
Purchaser and Octagon of North Carolina, Inc ("Property Owner") and White Hats, Inc
("Property Owner") is dissolved, cancelled or defaults, and the Division is not notified by the
Purchaser to transfer the permit, then the responsibility for permit compliance reverts to the
Property Owner. A complete transfer request must be submitted to the Division within 30
days as described below otherwise the Property Owner will be operating a stormwater
treatment facility without a valid permit which is a violation of NC General Statue 143-215.1.
Failure to transfer the permit may result in appropriate enforcement action in accordance
with North Carolina General Statute §143-215.6A through §143-215.6C being taken against
the Property Owner.
b. 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;
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.
14. 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.
Page 4 of 5

Post -Construction Stormwater Management
Permit No. SW8 220808
a. REVIEWING AND MONITORING FOR COMPLIANCE. The permittee is responsible for
verifying that the proposed BUA within each drainage area and for the entire project does
not exceed the maximum amount allowed by this permit. The permittee shall review and
routinely monitor the project to ensure continued compliance with the conditions of the
permit, the approved plans and specifications.
b. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable recorded
documents, and specifications shall be maintained on file by the permittee at all times.
c. MAINTENANCE ACCESS. SCMs, stormwater collection systems, and vegetated
conveyances must be accessible for inspection, operation, maintenance and repair as
shown on the approved plans.
d. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property
during normal business hours to inspect all components of the permitted project.
e. 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.
f. 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.
g. 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.
h. 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 26th day of August 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
wto
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 220808
Page 5 of 5

Post -Construction Stormwater Management
Permit No. SW8 220808
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 Wet Detention Pond Project
A separate certification is required for each SCM. These blank certification forms may be copied and
used, as needed, for each SCM and/or as a partial certification to address a section or phase of the
project.
Page 1 of 1

Post -Construction Stormwater Management
Permit No. SW8 220808
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.
H
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
County of
personally anneared before me this
a Notary Public in the State of
do hereby certify that
day of
and acknowledge the due execution of this as -built certification. (SEAL)
Witness my hand and official seal
My commission expires
20
Permittee's Certification NCAC .1042(4)
Completed
N/A '
Pr€rri�d
A.
A. DEED RESTRICTIONS I 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
_
system are located in recorded drainage easements.
Y or N
2. A copy of the recorded plat(s) is provided.
Y or N
D. SINGLE FA'i' , ILY RESIDENTIAL LOTS - Pliits for residential lots that
Y N
have an SCM irrJude the follows
cr
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 N
NCGS 143 Article 21 if the SCM is removed, relocated or altered
or
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 N
appears in the chain of title.
or
N Z�Er6i Nr — maintenance records are
being kept in a known set location for each SCM and are avaiiabie for
Y or N
review. -
Page 1 of 6

Post -Construction Stormwater Management
Permit No. SW8 220808
Completed I I NIA
U. Ur_bIUtvtK•b W=K I If-K;A t FUff it Cumm - nas been provided to vse i Y or N
D�+rieio��.
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 "NIA" below. Attach
additional sheets as needed.
Page 2 of 6

Post -Construction Stormwater Management
Permit No. SW8 220808
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 riles
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
NC Registration
Number Date
SEAL:
Signature.
Consultant's Mailing Address:
City/State/ZI P
Phone Number
Consultant's Email address:
iD Circle N if the as -built value differs from the Plan. If N is circled, provide an explanation on Page 2.
OO N/E = not evaluated (provide explanation on page 2) OO N/A = not applicable to this SCM or project.
Consukarrit's Certification NCAC . 1203((3) & General MDC
I OAs-built
ON/E
®N/A
.1050
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 / SUA ---
j
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.
1
3. BUA that meets the requirements of NCGS 143-214.7
- Y or N
_
_
(b2)(2) is located in the setback.
Page 3 of 6

Post -Construction Stormwater Management
Permit No. SW8 220808
(0As-N.J 11
O N/EJ_®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 dis ersed flow.
C. S F_R OUTLETS — the outlet handles the peak
Y N
flow from the 10 year storm with no downslope erosion.
or
D. VARIATLONS
1. A variation (alternative) from the stormwater rule
Y N
provisions has been implemented.
or
2. The variation provides equal or better stormwater control
Y N
and equal or better protection of surface waters.
or
E. CO%d!4PLJANCE WrM QTHER REGULATORY PROGRAJAS
has b met.
Y or N
F. SMING -the volume of the SCM takes the runo trout a:l
--
surfaces into mount and is sufficient to handle the required
Y or N
stem depth.
G�N'TT MINA fED IL — in ating CIA's are not � �
Y0—r�N
located in or on areas with contaminated sow.
H. SIDE SLOPES
1. Vegetated side slopes are no steeper than 3HA 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 3HA 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. EXCRUFFLOWS — An overflowbypass has bew
provided-
Y or N
— Y or N
K. DEWA RI — A method to drawdown standing watff has
---—�
been provided to facAtate maintenance and ins Dction.
L. CLEANOUT AFTER CONSTRUCTION — the SCM has been
Y or N
cil�>,aned out aind cure}err 4 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 SAL I N ( - T) —
The designer is licensed under Chapters 69A, 99C, 89E, or
Y or N
89F of the General Statutes.
Provide an explanation for every MDC that was not met, and for every item marked "NIA" or "WE",
below. Attach additional pages as needed:
Page 4 of 6

Post -Construction Stormwater Management
Permit No. SW8 220808
AS -BUILT DESIGNER'S CERTIFICATION FOR WET DETENTION POND 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.1053, 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 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
Consultant's Mailing Address:
City/State/ZIP
Phone Number
Consultant's Email address:
i0 Circle N if the as -built value differs from the Plan/permit. If N is circled, provide an explanation on page 2
ON/E = not evaluated (provide explanation on page 2) OO N/A = not applicable to this project or SCM.
This Certification must be completed in conjunction with the General MDC certification under NCAC 02H.1050
ConsUtant's Certification (MDC .1053) DAs-built
ON/E
ON/A
A. Forebay / Depths / Fountain
1. The available Sediment storage is consistent with the
Y N
approved plan and is a minimum of 6 in.
or
2. Water flow over the forebay berm into the main pond
Y N
occurs at a non -erosive velocity.
or
3. The provided Forebay Volume is 15%-20% of the main
Y N
pool volume.
or
4. The Forebay entrance elevation is deeper than the exit
Y N
elevation into the pond.
or
5. The Average Design Depth of the main pond below the
permanent pool elevation is consistent with the permitted
Y or N
value?
6. Fountain documentation is provided.
Y or N
B. Side slopes / Banks / Veotated Shelf
1. The width of the Vegetated Shelf is consistent with the
Y N
approved plans and is a minimum of 6 feet.
or
2. The slope of the Vegetated Shelf is consistent with the
Y N
approved plans and is no steeper than 6:1.
or
C. As -bunt Main Pool / Areas I "volumes I Elevratilions
I
1. The permanent pool surface area provided is consistent
Y N
with the permitted value.
or
2. The Temporary Pool Volume provided is consistent with
Y N
the permitted value.
or
3. The permanent pool elevation is consistent with the
Y N
permitted value.
or
Page 5 of 6

Post -Construction Stormwater Management
Permit No. SW8 220808
®As-t)W t
ONrE
A,
4.
The temporary pool elevation is consistent with the !
Y
N
permitted value.
or
D. Inlets / Outlet I Drawdown
1.
The design volume draws down in 2-5 days.
Y
or
N
2.
The size of the Orifice is consistent with the permitted
Y
N
value.
or
3.
A trash rack is provided on the outlet structure.
Y
or
N
4.
Hydrologic impacts to the receiving channel are minimized
Y
N
from the 1 yr 24 hr storm discharge?
or
5.
The inlets and the outlet location are situated per the
Y
N
approved plan and avoid short-circuiting.
or
E. V
'on
1.
The vegetated shelf has been planted with a minimum of 3
Y
N
diverse species.
or
2.
The vegetated shelf plant density is consistent with the
approved plans and is no less than 50 plants per 200 sf or
Y
or
N
no less than 24 inches on center.
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or "N/F
below. Attach additional pages as needed:
Page 6 of 6

Operation & Maintenance ,agreement
Project Name:
Project Location:
COMET AT SNEADS FERRY a � 090 8(
HIGHWAY 210, SNEADS FERRY, NC
Cover Page
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 & cc
Infiltration Basin
Quantity:
Infiltration Trench
Quantity:
Bioretention Cell
Quantity:
Wet Pond
Quantity:
Stormwater Wetland
Quantity:
Permeable Pavement
Quantity:
Sand Filter
Quantity:
Rainwater Harvesting
Quantity:
Green Roof
Quantity:
Level Spreader - Filter Strip
Quantity:
Proprietary System
Quantity:
Treatment Swale
Quantity:
Dry Pond
Quantity:
Disconnected Impervious Surface
Present:
User Defined SCM
Present:
Low Density
Present:
onding
O&M sheets will
Location(s):
Location(s):
Location(s):
1
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
No
Location(s):
No
Location(s):
No
Type:
END
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed 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.
Signature:
Responsible Party:
Title & Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
SETH COKER
COMET DEVELOPMENT
309 GALLIMORE DAIRY ROAD, SUITE 102
GREENSBORO, NC 27409
336-362-3070
[e-mail]
Date: :7
NdYA Cgro�, 9
County of ��., /,� do hereby certify that 5C-A
personally appeared before me this 21 day of and
acknowledge the due execution of the Operations a Maintenance Agreement.
Witness my hand and official seal,
,
(1 s
, a Notary Public for the State of
IL
Trefy n Carter AUG 0 8 2022
NOTARY PUBU
Randolph County, C BY
My Conxnission Expires J ne 2, 2026
Seal My commission expires 2 01
STORM-EZ
Version 1.5 O&M Agreement
7/20/2022
Page 1 of 1

Wet Pond Maintenance Requirements
Important operation and maintenance procedures:
Immediately after the wet detention basin is established, the plants on the vegetated shelf and
- perimeter of the basin should be watered twice weekly if needed, until the plants become established
(commonly six weeks).
_ No portion of the wet pond should be fertilized after the initial fertilization that is required to establish
the plants on the vegetated shelf.
- Stable groundcover will be maintained in the drainage area to reduce the sediment load to the wet
pond.
_ If the pond must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain will be minimized as much as possible.
_ At least once annually, a dam safety expert will inspect the embankment. Any problems that are
found will be repaired immediately.
The measuring device used to determine the sediment elevation shall be such that it will give an
accurate depth reading and not readily penetrate into accumulated sediments.
After the wet pond 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 wet pond
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, plant ground
pond
erosive gullies have
cover and water until it is established. Provide lime and a one -
formed.
time fertilizer application.
The inlet pipe is clogged (if
applicable).
Unclog the pipe. Dispose of the sediment off -site.
The inlet pipe is cracked or
The inlet device
otherwise damaged (if
Repair or replace the pipe.
applicable).
Erosion is occurring in the
Regrade the swale if necessary and provide erosion control
swale (if applicable).
devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Sediment has
accumulated to a depth
Search for the source of the sediment and remedy the problem
greater than the original
if possible. Remove the sediment and dispose of it in a location
design depth for sediment
where it will not cause impacts to streams or the SCM.
storage.
The forebay
Erosion has occurred.
Provide additional erosion protection such as reinforced turf
matting or riprap if needed to prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used,
wipe it on the plants rather than spraying.
IN ,
AUG 0 8 2022
13Y.•-

Wet Pond Maintenance Reauirements (Continued)
SCM element:
Potential problem:
How to remediate the problem:
Sediment has
accumulated to a depth
Search for the source of the sediment and remedy the problem
greater than the original
if possible. Remove the sediment and dispose of it in a location
design sediment storage
where it will not cause impacts to streams or the SCM.
depth.
The main treatment area
Algal growth covers over
50 /o of the area.
(Consult a professional to remove and control the algal growth.
Cattails, phragmites or
other invasive plants cover
Remove the plants by wiping them with pesticide (do not spray).
50% of the basin surface.
Best professional practices
show that pruning is
needed to maintain
Prune according to best professional practices.
optimal plant health.
The vegetated shelf
Determine the source of the problem: soils, hydrology, disease,
Plants are dead, diseased
etc. Remedy the problem and replace plants. Provide a one -
or dying.
time fertilizer application to establish the ground cover if a soil
test indicates it is necessary.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used,
wipe it on the plants rather than spraying.
Shrubs have started to
Remove shrubs immediately.
grow on the embankment.
Evidence of muskrat or
Consult a professional to remove muskrats or beavers and
beaver activity is present.
repair any holes or erosion.
A tree has started to grow
on the embankment.
Consult a dam safety specialist to remove the tree.
The embankment
An annual inspection by
an appropriate
professional shows that
Make all needed repairs immediately.
the embankment needs
repair.
Clogging has occurred.
gg g
Clean out the outlet device and dispose of any sediment in a
The outlet device
location where it will not cause impacts to streams or the SCM.
The outlet device is
damaged.
Repair or replace the outlet device.
Weeds or volunteer trees
Remove the weeds or trees.
a
are growing on the mat.
Floating wetland island
(if applicable)
The anchor cable is
damaged, disconnected or
Restore the anchor cable to its design state.
missing.
fi;:C; .•
AUG 0 8 2Q22
BY:-

Wet Pond Maintenance Requirements (Continued
SCM element:
Potential problem:
How to remediate the problem:
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 wet
pond are causing erosion
or sedimentation in the
Contact the local NCDEQ Regional Office.
receiving water.
Ift AP--. _
AUG 0 8 2022
BYE

Wet Pond Diagram
WET POND ID FOREBAY MAIN POND
SCM 1 Permanent Pool El. 46.5 Permanent Pool El. 46.5
Temporary Pool El: 48.5 Temporary Pool El: 48.5
Pretreatment other No Clean Out Depth: 5.5 Clean Out Depth: 7.5
than forebay? Sediment Removal E 41 Sediment Removal El 39
Has Veg. Filter? Bottom Elevation: 40 Bottom Elevation: 3R
ATTACH ADDITIONAL SHEETS IF NECESSARY
�F,1
23 2�2
BY:

DEMLR USE ONLY 0
Date Relceivfd
='EC Fee Pai,40Y 000 MRPermit
Number
as
300—�I
SWR12001310
Applicable Rules: n 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.):
COMET AT SNEADS FERRY
2. Location of Project (street address):
City:SNEADS FERRY County:ONSLOW
3. Directions to project (from nearest major intersection):
FROM INTERSECTION OF HWY 210 AND HWY 172, TRAVEL NORTH
SITE IS APPROX. 0.5 MILE NORTH OF INTERSECTION ON THE LEFT (SOUTHERN) SIDE OF HWY 210
4. Latitude:34° 33' 09.5" N Longitude:77° 26' 31.8" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 - Renewal Application Form
b. If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: []Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®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):
❑CAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 12 ac of Disturbed Area
❑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? NNo ❑Yes
;Eyes, see S.L. 2012-200, Part V1. http:l/portal.ncdenr.org/web/Ir/rules-and-regulations
AUG 0 8 2022
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the projeco:
Applicant/Organization:COMET DEVELOPMENT
Signing Official & Title:SETH COKER, MEMBER MANAGER
b. Contact information for person listed in item 1a above:
Street Address:309 GALLIMORE DAIRY ROAD, SUITE 102
City:GREENSBORO State:NC Zip:27409
Mailing Address (if applicable):PO BOX 116
City:COLFAX
Phone: (336 ) 362-3070
Email:[e-mail]
State:NC Zip:27409
Fax: ( 1
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: OCTAGON OF NORTH CAROLINA, INC : WHITE HATS, INC
Signing Official & Title:CHARLES RIGGS, PRFSIDENT, PRESIDENT
b. Contact information for person listed in item 2a above:
Street Address:202 WARLICK STREET; 2505 HENDERSON DRIVE
CityJACKSONVILLE; JACKSONVILLE State:NC; NC Zip:28540; 28546
Mailing Address (if applicable):PO BOX 1570
CityJACKSONVILLE
Phone: (910 ) 455-0877
Email:charlesriMs@ri&L-slandnc.com
State:NC Zip:28541
Fax: ( 1
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
Signing Official &
b. Contact information for person listed in item 3a above:
Mailing Address: "'
City:_
Phone:
Email:
4. Local jurisdiction for building permits:
State: Zip:
Fax: ( )
Point of Contact: Phone #:
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6
C E IV
6 6 27'7'-
7

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
STORMWATER RUNTOFF SHALL BE TREATED IN A SINGLE WET POND SCM
WATER SHALL BE COLLECTED VIA CATCH BASINS AND CONVEYED TO THE WET POND VIA A
SINGLE INLET IN THE FOREBAY.
2. a. If claiming vested rights, identity the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Vaud 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: 12.21 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:12.21 acres
+ TotaI 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 (NH1M 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 LIA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 58.6 %
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Draina a Area 1
Drainage Area _
Drainage Area _
Drainage Area
Receiving Stream Name
WHITE OAK
_
Stream Class *
SA
Stream Index Number *
19-39-3-1
Total Drainage Area (so
492,741
On -site Drainage Area (so
492,741
Off -site Drainage Area (so
0
Proposed Impervious Areas
273,616
% Impervious Area** total
Fi" 55.53
Impervious"* Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area
On -site Buildings/ Lots (so
92772
_
On -site Streets (sf)
0
On -site Parking (sf)
149069
E-sElm-
On-site Sidewalks (sf)
20057
Other on -site (sf)
11718
Future (sf)
0
Off -site (so
0
_
Existing BUA*** (sf)
0
Total (so:
273616
Stream Class and index Number can be determined at: http. portal.ncdenr.org/`web/wg[ps/csu/classifccations
impenvious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form S)NU-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.
Proiects 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/wg/ws/su/statesw%forms does. 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 htip://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have beenyrovided 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 h=://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
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
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
h=:/ /www.envhel]2.org/12ag.es/onestgj2g2q2ress.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
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1h
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.fa
J46j6
d. Legend.
e. North arrow.f. Scale. 0 g
g. Revision number and dates. er
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
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
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"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No:
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC _
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.
httl2: / /www.secretary.state.nc.us/CorRorations/C5earch.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 does. 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:DREW HATCHER, PE
Consulting Firm: MCKIM & CREED
Mailing Address:243 N FRONT STREET
City: WILMINGTON State:NC Zip:28401
Phone: (910 ) 343-1048 Fax: (910 ) 251-8282
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section) Charles F. Riggs, President
Octa on of NQr h Carolina, Inc.
I, (print or type name of person listed in Contact Information, item 2a) d�l}e Q, F m , 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 1a) _il k M44-ALL with (print or hjpe name of organization listed in
Contact Information, item Iu) C'aW.A %WfQW } - LLL 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.
Ll
AUG o 8 2o22
E3Y_
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 eneral Statue 143-215.1 and may result in appropriate enforcement
sR
action including the ment 2VviWelties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature:
before me this
a stormwater permit.
Date: D71 2'l
a Notary Public for the State of /0*6 C ola"n Counry of
�l
do hereby certify that � rles, F. Rf'A RS personally appeared
of and acknowledge the due execution of the application for
Witness my hand and official seal, 1 J
NOTARY
o Pueuc
co��
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires
1, (print or hjpe name of person listed in Contact Information, item Ia)
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 21-1.1000 and any other applicable state stormwater requirements.
Signature: Date:
a Notary Public for the State of
do hereby certify that
County of
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 ,� R
AUG 082022
BYE_ ,'
Form SWU-101 Version Oct. 31, 2013 Page 6 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:
a Notary Public for the State of . County of
do hereby certify that
before me this _ day of
personally appeared
. 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 1a) 5e. -tk CC— G L.
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 5�NCAC 2H.100QAnd any other applicable state stormwater requirements.
I, / rc- r ^ L e)
!2 n d o -tp k , do hereby certify tha
Date: �a
a Notary� Public for the State of No✓A Cs.-o k vy . County of
t 5cA Coles
personally appeared
before me this 21 day of T,1x , 2 D I �L and acknowle due ex cation of the application for
a stormwater permit. Witness my hand and official seal,
Tretyn Carter
NOTARY PUBLIC
Randolph County, NC
My Commission Expires June 2, 2026
commission expires vN
W— ,,., .
AUG 08 2022
BY.•_
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

Sw -0 ')="
SUPPLEMENT-EZ COVER PAGE
FORMS LOADED
PROJECT INFORMATION
1
Project Name
COMET AT SNEA_DS FERRY
2
Project Area ac
11.31
3
Coastal Wetland Area ac
0
4
Surface Water Area (ac)
_
0
5
Is this project High or Low Density?
_
6
Does this project use an off -site SCM?
No
COMPLIANCE 02H .10tl3(4)
7
Width of vegetated setbacks provided feet
N/A
8
Will the vegetated setback remain vegetated?
9
If BUA is proposed in the setback, does it meet NCAC 02H.1003 4 c-d ?
- N/A
10
Is streambank stabilization proposed on this project?
I No
NUMBI_R AND TYPE OF SCMs:
11
Infiltration System
12
Bioretention Cell
13
Wet Pond
14
Stormwater Wetland
15
Permeable Pavement
16
18and Filter
17
lRainwater Harvesting RWH
18
Green Roof
19
Level Spreader -Filter Strip LS-FS
I
20
Disconnected Impervious Surface DIS
21
Treatment Swale
22
Dry Pond
23
StornFilter
24
Silva Cell
25
Bayfilter
26
Filterra
FORMS LOADED
DESIGNER CERTIFICATION
27
Name and Title:
DREW HATCHER PROJECT ENGINEER
28
Organization:
MCK1M & CREED
29
Street address:
243 NORTH FRONT STREET
30
City, State, Zip:
NC 28401
31
Phone numbers :
—_ _WILIMINGTON,
910..343-1048
32
Email:
dhatcher@mckimc reed.com
Certification Statement -
I certify, under penalty of law that this Supplement-FZ farm and an 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 inforration are consistent with the rnformabon provided here.
. .�� CAR
SEAL r•;T
Z i 0535M1 ' I r
Signatu a esi ner
U
W J
2
Date

DRAINAGE AREAS
1
Is this a hi h density project?
Yes j
2
If so number of drainage areas/SCMs
�_ 1
3
_
Does this project have low densityareas?
No I
4
If so number of low density drainage areas 1
_
0 �I
5
Is all/part of this project subject to previous rule I
versions? i
1
No
AREA
FORM5 LOADED
area
R ITntni RI IG in nnniae4 !en ftl L 9712a412 �4 - ii e7oc�c s —I
New BUA on subdivided lots (subject to
9
permitting)s ft
! n/a_
�nia
New BUA not on subdivided lots (subject to
_
_d
10permitting)
273616 sf
273616 sf I
11
Offsite BUA (sq ft
n/a
12
Breakdown of new BUA not on subdivided lots:
"
�n/a
- Parkin s ft a;
_
149069 sf_
149069 sf
- Sidewalk (sq ft
20057 sf
20057 sf
- Roof (sq ft
92772 sf _ _
_i9277Z_sf_
- Roadway s ft
n/s
n/a
- Future (sq ft
_
n/a
_ _
- Other, please specify in the comment box
below (sq ft
11718 sf
11718 sf
New Infiltrating permeable pavement on 19
13
subdivided lots (sg ft)
g n/a
1
innivating penneame pavement not on
BUA that will
�9f,I1»21
rIONAL INFORMATION _
Please use this space to provide any
(, PICKLE BALL COURTS, TRASH COMPACTOR ARE
IN "OTHER" AREA
ECEIVE
NU2 2 3 r,U'Y2
BY

WET POND
Drainage area number 1 f
_
inimum Wired treatment volume cu ft33861 cif"
LaNERAL
MDC FROM 0ZH .1050
3 Is the SCM sized to treat the SW from all surfaces at build -out? ; Yes
4
Is the SCM located away from contaminated soils?
_
_ Yes
5
What are the side es of the SCM H:V ?
6
Does the SCM havea retaining walls, gabion walls or other engineered!
_
�
side slopes?
No
7
Are the inlets, outlets, and receiving stream protected from erosion
10 ear storm)?
Yes
8
Is there an overflow or bypass for inflow volume in excess of the
design volume?
Yes
9
What is the method for dewatering the SCM for maintenance?
Pump (preferred) „
10
If applicable, will the SCM be cleaned out after construction?
11
Dces the maintenance access comply with General MDC (8)?
r Yes
121
Does the drainage easement comply with General MDC (9)?
13
If the SCM is on a single family lot, does (will?) the plat comply with
N/A
General MDC 10 ?
14
Is there an O&M Agreement that complies with General MDC (11)?
{ _ Yes I
- y-
15
Is there an O&M Plan that complies with General MDC (12)?
16
Does the SCM follow the devicespecific MDC? Yee
17
_
Was the SCM designed by an NC licensedprofessional? i Yes
W voND
D MDC FRQIIQ 0 _!j
18
Sizi method used
19
Has a stage/storage table been provided in the calculations? Yes
20
_
Elevation of the excavated main pool depth (bottom of sediment .-....•
removal) (fmsl 38.00 f
21
Elevation of the main pool bottom (top of sediment removal) (fmsl)
39.00
22
Elevation of the bottom of the vegetated shelf fmsl 46 00
23
Elevation of the permanent pool fmsl
241
Elevation of the too of the ve°etated shelf (fmsll
-
d7 nn
27 Volume of the main permanent pool cubic feet ; — 72332 cf
28 Averse depth of the main pool feet _ 4 44 I —
29 Average depth equil ation used Eouation 2 _ 9
311 It using equation 3 width of submerged veg. shelf feet
32 Volume of the foreba cubic feet)I — 12857 Cf
331 Is this 15-20% of the volume in the main 000l? I vwc 4
12 in
%869 cf
If
41
Are the inlet(s) and outlet located in a manner that avoids short-
circuiting?
Yes
42
Are berms or baffles provided to improve the flowpath?
No
43
Depth of forebay at entrance inches
_
66 in
44
Depth of forebay at exit inches
45
Does water flow out of the forebay in a non -erosive manner?
46
Width of the vegetated shelf (feet)6
ft
47
Slo a of vegetated shelf H:V
_
48
Does the orifice drawdown from below the top surface of the
permanent pool?
M Yes
49
Does the pond minimize impacts to the receiving channel from the 1-
24-hr storm?
_
Yes
50
Are fountains proposed? (If Y, please provide documentation that
MDC(9) is met. i
NO
51
Is a trash rack or other device provided to protect the outlet system? I
_ Yes _
52
Are the dam and embankment planted in non -clumping turf grass? i
Yes
53iSpecies of turf that will be used on the dam and embankment
BE RMUDA
541 His a planti�ng,plan been provided for the v�e�getated shelf?
ll�iMM05RMAT1iii i—
PI h'
ease use t is space to prowde any adddional mfonnation about the .:
55 wet ponds) EIVE
AUG 2 3 2022
BERMUDA GRASS BOTANICAL NAME IS CYNODON DACTYLON.
BY.