SW8220711_Current Permit_20230511

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ROY COOPER
Governor �i 1111 ,1,,,,, ' r`
ELIZABETH S.BISER
Secretary a0.
DOUGLAS R.ANSEL NORTH CAROLINA
Intenm&r:ector Environmental Quality
May 11,2023
Heartsease Calabash,LLC,proposed permittee
Attn:Ellis Coleman,Manager
1005 Saint Andrews Blvd.Unit C
Charleston, SC 29407-7136
Subject: Permit Transfer under N.C.G.S. 143-214.7(c5)
Post-Construction Stormwater Management Permit No.SW8 220711
Heartsease at Calabash
Brunswick County
Dear Mr.Coleman:
The Division of Energy,Mineral and Land Resources received a complete Permit Transfer Application on May 8,
2023,requesting to transfer ownership of the subject permit under the provisions of 15A NCAC 02H.1045(1)(c)
and N.C.G.S. 143-214.7(c5). Staff inspected the project on December 21,2022,reviewed the available
documentation,and confirmed that the requirements of N.C.G.S. 143-214.7(c5)have been met,including:
1. The successor-owner of the property has submitted a written request for the transfer of the permit.
Reference is made to the attached signed Permit Transfer Application form;
2. The current permit holder,EYC Companies,LLC,has sold the property on which the permitted activity is
occurring.
3. The successor-owner holds title to the property on which the permitted activity is occurring or will occur.
Reference is made to the deed recorded on October 11,2022 in DB 4923 PG 766 with Brunswick County.
4. There will be no substantial change in the permitted activity.
5. The project is currently in compliance with the terms and conditions of the state stormwater permit.
By signing the Permit Transfer Application and the Operation and Maintenance Agreement,you have accepted
the responsibility for complying with the terms and conditions outlined in this permit. Since the requirements of
N.C.G.S. 143-214.7(c5)have been met,permit SW8 220711 has been transferred,updated,and re-issued on May
11,2023,as attached.
This permit remains effective until August 18,2030 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. This permit does not
impose new or increased stormwater control requirements or design standards;it clarifies the rules and
requirements of this program to provide you with a better understanding of your obligations under this permit.
Failure to comply with these requirements will result in future compliance problems. Please note that this permit
is not transferable except after notice to and approval by the Division.
If any parts,requirements,or limitations contained in this permit are unacceptable,you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings(OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes,and must be filed with the
OAH within thirty(30)days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee(if a filing fee is required)and/or the details of the filing process at 6714 Mail Service Center,
Raleigh,NC 27699-6714,or via telephone at 919-431-3000,or visit their website www.NCOAH.com.Unless
such demands are made,this permit shall be final and binding.
..----.5
North Carolina Department of Environmental Quality I Division of Energy Mineral and Land Resources
Wilmington RegionaLOffice 1127 Cardinal Drive Extension I Wilmington,North Carolina 28405
agr t ®adr 910.7961215

State Stormwater Permit No.SW8 220711
Page 2 of 2
If you have any questions concerning this permit,please contact Steve Pusey in the Wilmington Regional Office,
at(910)796-7215 or [e-mail].
ncdenr.gov.
Sincerely,
Douglas R.Ansel,Interim Director
Division of Energy,Mineral and Land Resources
Enclosures: Attachment A—Designer's Certification Form
Attachment C—Permitting History
copy of Transfer Application documents including Transfer Application Form,and Operation&Maintenance Agreement
copy of latest compliance inspection report
DES/sgp: \\\Stormwater\Permits&Projects12022\220711 HD12023 05 permit 220711
cc: Brandon Miller,PE—Withers&Ravenel—115 MacKenan Drive,Cary,NC 27511
Wilmington Regional Office Stormwater File
North Carolina Department of.Environmental Quality I Division of Energy.Mineral and Land Resources
Wilmington RegionalOffice 1127 Cardinal Drive Extension I Wilmington,North.Carolina 28405
nioRrrirnAiww r"
a ram:lidammem illaff 4'1� 910.796.7215

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
Heartsease Calabash, LLC
Heartsease at Calabash
Persimmon Road, Calabash, Brunswick County
FOR THE
construction, management, operation and maintenance of built-upon area (BUA) draining to two (2)
wet detention ponds ("stormwater control measures" or"SCMs") 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 18, 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.
1. BUA REQUIREMENTS. The maximum amount of BUA allowed for the entire project is 739,463
square feet. The runoff from all BUA within the permitted high density drainage areas of this
project must be directed into the permitted SCMs. The BUA requirements and allocations for
this project are as follows:
a. SCM BUA LIMITS. The SCMs labeled DA1 and DA2 have been designed to handle the
runoff from 585,165 and 146,939 square feet of BUA, respectively, within the delineated
drainage areas. The BUA for future development within the drainage areas to the SCMs
labeled DA1 and DA2 is limited to 154,969 and 42,624 square feet, respectively. This permit
approves 7,359 square feet of BUA that was not able to be collected and treated in an SCM
due to grading constraints to bypass the system.
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

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. SCivi DESIGN. The SCMs are permitted based on the design criteria presented in the
sealed, signed and dated supplement and as shown in the approved plans and
specifications. These SCMs 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. NON-ENFORCEABLE SCMS. The pond labeled SCM #1 B shown on the plans is not required
by the Division and has not been demonstrated to meet the Minimum Design Criteria and
therefore is not considered a part of the approved stormwater treatment system. This additional
measure is incorporated only by reference and is not enforceable parts of the permit.
STORM WATER O ITI FTS_ The pglak flow from the 10-year storm event shall not rno a�
erosion downslope of the discharge point.
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. I he
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.
7. RECORDED DOCUMENT REQUIREMENTS. The stormwater rules require the following
documents to be recorded with the Office of the Register of Deeds:
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.
Page 2 of 5

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.
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.
9. 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.
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, 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

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.
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. DEVELOPER AGREEMENT. It is the responsibility of the permit holders, EYC Companies,
LLC ("Developer") and Alvin Bryan Willis, Ill ("Property Owner"), to notify the Division of any
changes in ownership and request an ownership/name change for the stormwater permit.
However, if the development agreement between the Developer and Property Owner is
dissolved, cancelled or defaults, and the Division is not notified by the Developer to transfer
the permit, then the responsibility for permit compliance reverts back to the Property Owner.
A complete transfer request must be submitted to the Division within 30 days as described
below otherwise the Developer and 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
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.
Page 4 of 5

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, ail 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 transferred, updated and reissued this the 11th day of May 2023.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
. Douglas R. Ansel, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 220711
Page 5 of 5

Attachment A
Certification Forms
The following blank Designer Certification forms are included and specific for this project:
s 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 220711
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.
RCheck here if this is a partial certification. Section/phase/SCM #?
Check here if this is part of a Fast Track As-built Package Submittal.
Printed Name Signature
, a Notary Public in the State of
County of , do hereby certify that
personally appeared before me this day of , 20
and acknowledge the due execution of this as-built certification. (SEAL)
Witness my hand and official seal
My commission expires
• Permittee's Certification NCAC .1042(4) Cort7d' I N/A 1
Provided
rA. DEED RES+R!CTIONS/BUA RECORDS _ 1
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-Pl is for residential tots that r N
have an SCM include the following:
1. The specific location of the SCM on the lot. Y or N
2. A typical detail for the SCM. Y or N
3. A note that the SCM is required to meet stormwater regulations and
that the lot owner is subject to enforcement action as set forth in Y or N
NCGS 143 Article 21 if the SCM is removed, relocated or altered
without prior approval.
I 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 available for • Y or N
review.
Page 1 of 6

Post-Construction Stormwater Management
Permit No. SW8 220711
- -- ----- -- - mpV ated r -
Go
Provu ed N/A
1-atiDESIGNER'S CERTIFICA1ON FORA=pia been provided to the y or N
. ,vision.
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.
Page 2 of 6

Post-Construction Stormwater Management
Permit No. SW8 220711
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:
CG Circle N if the as-built value differs from the Plan. If N is circled, provide an explanation on Page 2.
ON/E= not evaluated (provide explanation on page 2) OO N/A= not applicable to this SCM or project.
I Consultant's Certification NCAC .1003((3) &General MDC ' I
1D5U ®As-built ONIE 1 SN/A
A. TREATMENT REQUIREMENTS }
1. The SCM achieves runoff treatment. Y or N
2. The SCM achieves runoff volume match. Y or N
3. Runoff from offsite areas and/or existing BUA is Y or N
bypassed.
4. Runoff from offsite areas and/or existing BUA is directed Y or N
into the permitted SCM and is accounted for at the full
build-out potential.
5. The project controls runoff through an offsite permitted Y or N
SCM that meets the requirements of the MDC.
6. The net area of new BUA increase for an existing project Y or N
has been accounted for at the appropriate design storm
level.
7. The SCM(s) meets all the specific minimum design Y or N
criteria. _
B. VEGETATED SETBACKS I BUA °{ }
1. The width of the vegetated setback has been measured Y or N
from the normal pool of impounded waters, the MHW
line of tidal waters, or the top of bank of each side of
rivers or streams.
2. The vegetated setback is maintained in grass or other Y or N
vegetation.
3. BUA that meets the requirements of NCGS 143-214.7 Y or N
(b2)(2) is located in the setback.
Page 3 of 6

Post-Construction Stormwater Management
Permit No. SW8 220711
— --- — - _ - OAs=built ONIETaTsilA
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.
STORMIIWATER OUTLETS —the cat haixik.s the peak
Foy;from the 10 year store withn.no downslope erosio r Y or N
f
D. VARIATIONS I
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. COIka r5 IA Eiii H REA-ouroformoomm
has been met. Y or N
F. &ZING the volume tgf the SCM takes the runoff from all -
surfaces into account and is sufficient to handle the required Y or N
stem depth.
G. CONTAMINATED SOILS —infiltrating SCM's are not Y or N
located in or on areas with conta ninated sorts.
H. SIDE SLOPES
1. Vegetated side slopes are no steeper than 3H:1 V. Y or N 2. Side slopes include retaining walls, gabion walls, or Y or Ni
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 I bypass has been
provided. i Y °t N
K. I)EWATERING—A method to drawdown standing water has Y or N
been provided to facilitate maintenance and ins ion.
L. CLEANOUT AFTER COIASTRUCTION—the M has been Y or N
cleaned out and converted to its moved design state.
"FL 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. DESIGi ER QUALIFICATIONS (FAST-TRACK FERMI)
E,
- The designer is licensed under Chapters 89A,, M.;, d9E, or Y of NI
89F of the General Statutes. i
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or"N/E",
below. Attach additional pages as needed:
Page 4 of 6

Post-Construction Stormwater Management
Permit No. SW8 220711
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 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/permit. If N is circled, provide an explanation on page 2
CAN/E= not evaluated (provide explanation on page 2) 3N/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 .1053)! (DAs-built 1 ®N/E 1 ®NIA I
A. Forebay/ l Fountain _ . • __ _-
1. The available Sediment storage is consistent with the Y or N
approved plan and is a minimum of 6 in.
2. Water flow over the forebay berm into the main pond Y or N
occurs at a non-erosive velocity.
3. The provided Forebay Volume is 15%-20% of the main Y or N
pool volume.
4. The Forebay entrance elevation is deeper than the exit Y or N
elevation into the pond.
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 1 Banks/Vegetated Shelf ---�
1. The width of the Vegetated Shelf is consistent with the Y or N
approved plans and is a minimum of 6 feet.
2. The slope of the Vegetated Shelf is consistent with the Y or N
approved plans and is no steeper than 6:1.
I
i C. As-busk Main Pool/Areas/Volumes/ovations
1. The permanent pool surface area provided is consistent Y or N
with the permitted value.
2. The Temporary Pool Volume provided is consistent with Y or N
the permitted value.
3. The permanent pool elevation is consistent with the Y or N
permitted value.
Page 5 of 6

Post-Construction Stormwater Management
Permit No. SW8 220711
4. The temporary pool elevation is consistent with the I Y or N
permitted value.
D. Inlets I 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 or N
value.
3. A trash rack is provided on the outlet structure. Y or N
4. Hydrologic impacts to the receiving channel are minimized Y or N
from the 1 yr 24 hr storm discharge?
5. The inlets and the outlet location are situated per the Y or N
approved plan and avoid short-circuiting. _
E. Vegetation
1. The vegetated shelf has been planted with a minimum of 3 Y or N
diverse species.
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/E"
below. Attach additional pages as needed:
Page 6 of 6

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Operation & Maintenance Agreement
Project Name: Heartsease at Calabash
Project Location: Calabash, 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&corresponding O&M sheets will be added automatically):
Infiltration Basin Quantity: Location(s):
Infiltration Trench Quantity: Location(s):
Bioretention Cell Quantity: Location(s):
Wet Pond Quantity: 3 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: No Type:
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.
Responsible Party: EllisY.Coleman
Title&Organization: Heartsease Calabash,LLC
Street address: 6837 Falls of Neuse Road,Suite 208
City,state,zip: Raleigh,NC 27615
Phone number(s): 843.588.5530
Em ' [e-mail]
Signature:
Date: ] jioii-
SbcQ.J \ ,a Notary Public for the State of 93')1A1 r .,
County of C.¢1,A( S L J ,do hereby certify that
personally appeared before me this I day of NCi and
acknowledge the due execution of the Oper ns and Main an a Agre nt.
Witness my hand and official seal,
SARAH NIENHAUS
Notary Public.State of Souk Carolina
My Commission Expires 2/10/2026
i + A
Seal I My commission expires 021I 0 I€2-0 2
ECEIVE
Nov 0 7 2022
STORM-EZ 10/31/22
Version 1.5 O&M Agreement BY: 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 Unclog the pipe. Dispose of the sediment off-site.
applicable).
The inlet pipe is cracked
The inlet device or 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.
ECEIVE
NOV 0 7 2022
BY:

Wet Pond Maintenance Requirements (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 Consult a professional to remove and control the algal growth.
50% of the area.
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 Prune according to best professional practices.
maintain 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.
The embankment A tree has started to grow Consult a dam safetyspecialist to remove the tree.
on the embankment. p'
An annual inspection by
an appropriate
professional shows that Make all needed repairs immediately.
the embankment needs
repair.
Clogging has occurred. Clean out the outlet device and dispose of any sediment in a
gg g location 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.
Weeds or volunteer trees Remove the weeds or trees.
are growing on the mat.
Floating wetland island The anchor cable is
(if applicable)
damaged, disconnected or Restore the anchor cable to its design state.
missing.
rCEI1V1NOV 01 io
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 Contact the local NCDEQ Regional Office.
or sedimentation in the
'receiving water. I I
ECEIVE
NOV 07 2Z22
�Y:

Wet Detention Pond Design Summary
"'et Pond Diagram
WET POND ID FOREBAY MAIN POND
SCM 1A Permanent Pool El. 35.5 Permanent Pool El. 35.5
Temporary Pool El: 36.75 Temporary Pool El: 36.75
Pretreatment other No Clean Out Depth: 5.5 Clean Out Depth: 9.5
than forebay? Sediment Removal E 30 Sediment Removal E 26
Has Veg. Filter? No Bottom Elevation: 29 Bottom Elevation: 25.5
WET POND ID FOREBAY MAIN POND
I SCM I B I Permanent Pool El. NA Permanent Pool El. 36.5
Temporary Pool El: NA Temporary Pool El:
Pretreatment other No Clean Out Depth: #VALUE! Clean Out Depth: 9.5
than forebay? Sediment Removal E NA Sediment Removal E 27
Has Veg. Filter? Yes Bottom Elevation: NA Bottom Elevation: 26.5
WET POND ID FOREBAY MAIN POND
SCM 2 Permanent Pool El. 42.5 Permanent Pool El. 42.5
Temporary Pool El: 43.25 Temporary Pool El: 43.25
Pretreatment other No Clean Out Depth: 6.5 Clean Out Depth: 9.5
than forebay? Sediment Removal E 36 Sediment Removal El 33
Has Veg. Filter? Yes Bottom Elevation: 35 Bottom Elevation: 32.5
ATTACH ADDITIONAL SHEETS IF NECESSARY
flEC EIVE
v 0 7 202
BY:

•
Date Re .lve Fee Paid Permit Number
l I " a a- 3.q t .a 50,5 = sib ,Qc 7 i 1 .
NC DEQ Division of Energy,Mineral and Land Resources
STATE STORItWAT ER:
PERMIT TRANSFER APPLICATION FORM
Pursuant to 15A NCAC 0211 1045 and other applicable statues as reference within
Only complete applications packages will be accepted and reviewed This form and the required items (with
original signatures) 'mist be sent to the appropriate DEMLR Regional Office winch can be determined by locating
the project on the interactive online map at.r o aith.r.rtc.r,rr/coleAckir na!-offir, .
After this application is accepted, DEMLR will conduct a compliance inspection and report any deficiencies to the
current permittee and/or the proposed peirnittee. Per the state stormwater rules and the state stormwater permit
conditions, the permit shall not be transferred until;
1. the current permittee resolves all non-compliance Issues identified in the inspection report;
2 the current permittee negotiates a resolution with the proposed permittee (in writing and signed by both
entities. The negotiated resolution must identify the necessary actions, the responsible party{leas); and the
timelines to correct the deficiencies. The site must either be found in compliance or a copy of the
negotiated resolution must be submitted prior to the transfer of the permit.);or
3. in the case where a transfer falls under .S. 1 43-:?t s,7i,2i (see also SL 2011-256), the proposed
permittee resolves all non-compliance issues upon acquiring the permit.
Signature requirements for the named signing official(for current and proposed pennittee) must meet the following:
• Corporation -a principal executive officer of at least the level of vice-president,
• Limited Liability Company (LLC) -the designated manager; (Documentation from the NC Secretary of
State or other official documentation niust be provided that states the titles and positions held by the
person who signed the application (pursuant to 02H 1040) that shows they have legal authority to sign for
the LLC)
® Municipality- a ranking official or duly authorized employee;
z Partnership or limited partnership -the general partner,
c, Sole proprietor,
e The signature of the consultant or other agent shall be accepted on this permit transfer application only if
accompanied by a letter of authonzetion signed by one of the signatories noted in a-e above as
applicable.
A. GENERAL INFORMATION
1. State Starmwater Permit Number SW8 220711
2. Project name: Heartsease at Calabash
is this an updated project name from the current permit? C1 Yes ►. No
3 Reason for the permit transfer request:
New owner change
ECEIVE
NOV 0 7 2022
BY:
Sioamwra*.e<Pwmlit Transfer Appication F'•Jrrri Page I -i April 27
2C 8

B. PERSON(S)WHO HAVE SIGNED THIS FORM (select only one response below)
❑ 1. Both the current and proposed permittees
❑ 2. Only the current permittee of a condominium or planned community (skip Part F& G).
In accordance with G.S. 143-214.7(c2) (see also SL 2011-256), this type of transfer is allowed only
when all of the following items can be truthfully checked:
❑ Any common areas related to the operation and maintenance of the stormwater management
system have been conveyed to the unit owners'association or owners' association in
accordance with the declaration;
❑ The declarant has conveyed at least fifty percent (50%)of the units or lots to owners other than
a declarant(provide documentation per submittal requirements below);
❑ The stormwater management system is in compliance with the stormwater permit.
NOTE: If subdivision was built prior to 1999, the Declarant's Attorney can make a determination that
the elements of the Planned Community Act(see§47F) have been met by the Declarant for the
subdivision. If the Declarant chooses to use this type of transfer, the determination must be in
writing, signed by the attorney, and submitted to DEMLR with this form.
® 3. Only the proposed permittee (skip Part D below).
In accordance with G.S. 143-214.7(c5) (see also SL 2013-121), this type of transfer is allowed only
when all of the following items can be truthfully checked:
® a. The proposed permittee is either(select one of the following):
® The successor-owner who holds title to the property on which the permitted activity is
occurring or will occur;
❑ Th....or-owner who is the sole claimant of the right to engage in the permitted
activity.
® b. The current permittee is(select at least one of the following, but all that apply):
❑ A natural person who is deceased.
❑ A partnership, Limited Liability Corporation, corporation, or any other business
association that has been dissolved
® A person who has been lawfully and finally divested of title to the property on which the
permitted activity is occurring or will occur.
❑ A person who has sold the property on which the permitted activity is occurring or will
occur.
❑ Other(please explain):
® c. The proposed permittee agrees to the following requirements(all must be selected):
® There will be no substantial change in the permitted activity.
® The permit holder shall comply with all terms and conditions of the permit until such
time as the permit is transferred.
® The successor-owner shall comply with all terms and conditions of the permit once the
permit has been transferred.
MAY D8 20243 j
Stormwater Permit Transfer Application Form Page 2 of 7 April 27, 2018

C. SUBMITTAL REQUIREMENTS
Please mark NY"to confirm the items are included with this form. Please mark`X"if previously provided. If not
applicable or not available, please mark N/A.:
Y 1. A processing fee of five hundied and five doiiars ($505.00) per G.S. 143-215.3D(e)(2).
Y 2. Two hard copies (with original signatures)and one electronic copy of this completed form and the
required items.
Y 3. For proposed permittees that are corporations or LLC's, documentation from the NC Secretary of
State demonstrating that the proposed permittee is a legal and viable entity able to conduct
business in North Carolina.
Y 4. If Part B, Items 1 or 3 of this form is selected, the signed and notarized
pplicable O&M agreement(s) from the proposed permittee, as required by the permit.
Y 5. Legal documentation that the property has transferred to the proposed permittee (such as a
recorded deed for the property, uncompleted development and/or common areas)or legal
documentation demonstrating that the proposed permittee is the sole claimant of the right to
engage in the permitted activity.
N/A 6. If required by the permit and if the project has been built, a signed, sealed and dated certification
document from a licensed professional stating that the stormwater management system has been
inspected and that it has been built and maintained in accordance with the approved plans.
N/A 7. A copy of the recorded covenants and deed restrictions, if required by the permit. If the project has
been built, documentation that the maximum allowed per lot built-upon area or the maximum
allowed total built-upon area has not been exceeded. If the project has not been built, the new
owner shall provide a signed agreement to submit final recorded deed restrictions and protective
covenants.
N/A 8. If transferring under G.S. 143-214.7(c2) (Le., Part B, Item 2 of this form is selected),
documentation verifying that 50% or more of the lots have been conveyed to individuals (not
builders). Copies of the deeds of conveyance or a chart listing the lot number, lot address,
owner's name, conveyance date and deed book and page number are acceptable.
N/A 9. If transferring under G.S. 143-214.7(c5i (i.e., Part B, Item 3 of this form is selected), provide legal
documentation supporting the dissolution of the corporation or documentation supporting the
current permittee was lawfully and finally divested of title of the property.
NIA 10. A copy of the lease agreement if the proposed permittee is the lessee.
N/A 11. A copy of the pending sales agreement if the proposed permittee is the purchaser.
N/A 12. A copy of the development agreement if the proposed permittee is the developer.
Nov 01 2022
Storm water Permit Transfer Application Form Page 3 of 7 BY' April 27,2018

D. CURRENT PERMITTEE INFORMATION AND CERTIFICATION Please be sure to provide Email.
1. Current Permit Holder's Company Name/Organization: EYC Companies. LLC
2. Signing Official's Name: Ellis Y. Coleman
3. Signing Official's Title: Principal M4441e
4. Mailing Address: 6837 Falls of Neuse Road. Suite 208
City: Raleigh State: NC ZIP : 27615
5. Street Address: same as above
City: State: ZIP :
6. Phone: [phone] Email: Elliseeyccomoanies.com
I, Ellis Coleman , the current permittee, am submitting this application for a
transfer of ownership for the above listed stormwater permit under the General Statute and Session Law identified
on Page 1 of this application. I hereby notify DEMLR of the sale or other legal transfer of the property/project
and/or the stormwater system associated with this permit. I have provided a copy of the following documents to
the proposed permittee named in this application form: (select all that apply)
•VV rr^
® the most recent permit;
❑ the designer's certification for each SCM; 011/7 6y'f
❑ any recorded deed restrictions, covenants, common areas, drainage easements or plats; r S vertu rreJ S+n cC
❑ the approved plans and/or approved as-built plans; -t1)., 4..rr-t,. , .i t ; {
❑ the approved operation and maintenance agreement;
❑ past maintenance records from the previous permittee(where required); +s ra^ 21447 (e s 1
❑ a copy of the most recent inspection report; l s� re-rerfry)r
I further attest that this application and request for a permit transfer is accurate and complete to the best of my >> 1.11/2y
knowledge. I attest that I have provided all of the required items per the law to transfer this permit. I understand „ .c!i
that if all required parts of this request are not completed or if all required supporting information and attachments
listed above are not included, this re. ,est package will be returned as incomplete I assign all rights and >�
obligations as permittee to the ! :-fsed permittee named below. I understand that this request to transfer the
permit may not be approve. ;, DEMLR unless and until the facility is in compliance with the permit.
Signature: '/9 Date:
(1-5/2..fia-2,--
h ;°7.
k, Pe-}•-i lP0)-c _, a Notary Public for the State of
SOv ' ifl1 County of CN c , do hereby certify
that E1 U . y• CO personally appeared before me
this the 2,6"1 _ day of ("cite E\L , 20 , and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
::::::::ture: _ E'/L4I1l
irC:FIV91
NOV Q7 2)22 c
�
My commission expires - '2/1,0t2,0"2-1,P SARAN NIENHAUS
Notary Public,State of South Carolina
My Commission Expires 2/10/2026
Storm water Permit Transfer Application Form Page 4 of 7 April 27,2018

E. PROPOSED PERMITTEE INFORMATION
1. The proposed permittee is the:
❑ Property owner (Also complete Part F.)
❑ Home Owners Association (HOA), Property Owners Association (POA), or Unit Owner Association
(UOA) (Also complete Part F.)
❑ Lessee -Attach a copy of the lease agreement. Both the lessee and the property owner will appear on
the permit as co-permittees. If the lease is terminated, responsibility for the permit reverts to the property
owner. (Also complete Parts F& G.)
❑ Purchaser -Attach a copy of the pending sales agreement. The permit will require submission of a copy
of the recorded deed after the purchase has taken place. If the purchase agreement is cancelled the
permit reverts to the property owner. (Also complete Parts F& G.)
❑ Developer -Attach a copy of the development agreement. Both the developer and the property owner
will appear on the permit as co-permittees. If the development agreement is terminated, responsibility for
the permit reverts to the property owner. (Also complete Parts F& G.)
2. Proposed permittee name (check one of the following and provide the name):
® Corporation, LLC, Partnership, Municipality name: Heartsease Calabash. LLC
❑ HOA/ POA/ UOA name:
❑ Sole Proprietor
3. Proposed permittee contact information:
Please be sure to provide Email.
a. Signing Official's Name: Ellis Coleman
b. Signing Official's Title: Principal / Ma4494i
c. Mailing Address: 6 loos 54-Andrews alvd u.,if C, C44rIesion,Sc 24407
City: Ratsigh. Stated_ ZIP :-2i'C16
d. Street Address: same as above
City: State: ZIP :
e. Phone: [phone] Email: Ellisneyccomoanies.com
4. If there is a Management Entity that manages the property for an HOA, POA or UOA, please provide:
Please be sure to provide Email.
a. Management Company or Business name: N/A
b. Contact Name: Title:
c. Mailing Address:
d. City: State: ZIP:
e. Phone: (_) Email:
TCEIV
N®v o 2021
gY:
Stormwater Permit Transfer Application Form Page 5 of 7 April 27,2018

F. PROPOSED PERMITTEE CERTIFICATION
I, Ellis Coleman , hereby notify the DEMLR that I have acquired through sale, lease,
development agreement, or other legal transfer, the project/property covered by the stormwater management
permit and/or the responsibility for constructing and/or operating and maintaining the permitted stormwater
management system. I acknowledge and attest that I have received a copy of: (select all that apply):
® the most recent permit;
❑ the designer's certification for each SCM;
❑ any recorded deed restrictions, covenants, common areas, drainage easements or plats;
❑ the approved plans and/or approved as-built plans;
❑ the approved operation and maintenance agreement;
O past maintenance records from the previous permittee(where required);
❑ a copy of the most recent inspection report;
O Check here if the proposed permittee agrees to be the entity responsible for addressing any compliance
issues outlined in the Compliance Inspection Report. If checked, the proposed permittee must provide a
written document statement, with a "plan of action and schedule" addressed to this office stating that they will
bring the project into compliance upon receipt of the transferred permit. This written plan of action and
schedule" must be received by the Division before the Division will transfer the permit.
I have reviewed the permit, approved plans and other documents listed above, and I acknowledge that I will
comply with the terms and conditio , of the permit. I will construct the project's built-upon area as shown on the
approved plans; and I will {con > operate and maintain the approved stormwater management system
pursuant to the requirement„p=' -r the permit and in the operation and maintenance agreem nt.
Signature: / / Date: 10 f'z_Ei, 2-022
I, Cirgeatil4 N 7J )4J-S , a Notary Public for the State of SC)Vill CAIXO ,
County of C4( 1O}J , do hereby certify that 61-L`*S Ce
personally appeared before me this the t" day of O 'c'`ro?" - , 20 ' -and
acknowledge the due execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature _r --/7_ -_�
My commission e 2- I $ 0' p
SARAH NIENHAUS
Notary Public,State of South Carolina
My Commission Expires 211012026
I, lieceiv
k INIov al 2022
gY:
Storm water Perm it Transfer Application Form Page 6 of 7 April 27,2018

G. PROPERTY OWNER INFORMATION AND CERTIFICATION
Fill out this section only if the property owner is different from the proposed pemtittee. The permit will revert to
the property owner if the purchase agreement, development agreement or lease expires or is terminated.
Company Name/Organization:
Signing Official's Printed Name:
Signing Official's Title:
Mailing Address:
City: State: NC ZIP:
Phone: Email:
, hereby certify that I currently own the property identified in
this permit transfer document and acknowledge that the Proposed Permittee listed in Part F will be purchasing the
property, developing the property on my behalf, and/or leasing the property from me. A copy of the purchase
agreement, development agreement or the lease agreement, which names the party responsible for the
construction and/or operation and maintenance of the stormwater system, has been provided with the permit
transfer request.
I agree to notify DEMLR within 30 days if there are any changes to the purchase, developer or lease agreements
and will submit the applicable completed and signed Permit Information Update Form, or Permit Transfer
Application Form to address these changes. As the legal property owner, I acknowledge, understand, and agree
by my signature below, that the permit will revert to me and I will be responsible for complying with the DEMLR
Stormwater permit if the property purchase, lease or developer agreement/contract is cancelled or defaults. I
understand that any individual or entity found to be in noncompliance with the provisions of the stormwater
management permit or the stormwater rules, is subject to enforcement action as set forth in NC General Statute
(NCGS) 143, Article 21.
Signature of the property owner Date:
a Notary Public for the State of
, County of , do hereby certify that
personally appeared before me this the day of
, 20 , and acknowledge the due execution of the forgoing instrument. Witness
my hand and official seal,
(Notary Seal)
Notary Signature
My commission expires
rCEIV1p12°
Storm water Permit Transfer A Application Form Page 7 of 7 BY
PP 9 April 27,2018

SUPPLEMENT-EZ COVER PAGE ca -7"
FORMS LOADED
!PROJECT INFORMATION E ATIOE1 ., 7
1 iProject Name Calabash PamOme n Road
2 !Project Area(ao) •
_.._............_....._.._. . ®. .-__.._......- _.._ ..-_._
I 3 Cor staff Wetland Area(ac) 0
4 Surinos Water Area(ac) _ 0 9
5 i6s this proieot High or Low density? High ..___._
6 !Does this project use a-ii cff-site SCM? Nc 3
?COMPLIANCE WITH 02H.19QS(4) __-.--_._-___._.__._-__---_. _..._.._._-�.-.-.__,____��_- ---- _�,_----t__ „
-i 77-fWidth of vegetated setbacks provided(feet) NA
1 8 €Will the vegetated setback remain vegetated? N/A
9 ilf BUA is proposed in the setback,does it meet NCAC 02H.1003(4)(o-d)? ' _ N/A a
1 10 Its streambank stabilization proposed on this project? -�- No —
'NUMBER AND TYPE OF SCflfs: -t
-
11 Infiltration Sysstuertz r
12 Bioretention Oaf
13 Wet Pond 2 14 Stormwater Wetland
15 Permeable Pavement
16 Sand Filter 1 17 Rainwater Harvesting(RWH) ;
18 Green Roof
1
19 Level Spreader-Filter Strip(LS-FS)
20 Disconnected Impervious Surface(DIS)
21 Treatment Swale ` _
22 Dry Pond
23 StormFilter I
24 Silva Cell
26 Filterra
FORMS LOADED
DESIGNER CERTIFICATION
27 Name and Title: • _ Brandon J.Miller,PE
28 Organization: WithersRavenel
29 Street address: 115 MacKenan Drive
90 City,State,Zip: i Cary,NC 27511
31 Phone number(s): [phone]
32 Email: bmiller©withersravenel.com
Cron Maternal*.
I certify,under penalty of law that this Supplement-EZ form and all supporting information were prepared under my direction or supervision;that
the information provided in the form is.to the best of my knowledge and belief.true,accurate.and complete,and that the engineering plans,
specifications,operation and maintenance agreements and other supporting informatasr are consistent with the information provided here.
DocuSigned by:
Des!•ner
Boa-aaoaoao+o DocuSigned by
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,`° N �ARd 6rill�t.�lew arc �tss y oc°9pc.„..r..-
QO rvR/I/�, 9° _ Signature of Designer
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aosnown4 Date RE CEIVE
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DRAINAGE AREAS V�
1 Its this a high density project'? Yes
2 i If so,number of drainage areaslSCMs 2
3 IDoes this project have low density areas? Yes
—_4 , If so.number of low density drainage areas —�_2•_
^;Is all/part of this project subject to previous rule
_ 5 'versions? No __.1
„DRAINAGE AREA INFORMATION Entire Site 1 2 j LD 1 -Ill j
4 ;Type of SCM ! N/A - Wet Pond Wet Pond N/A N/A i.
5 Total drainage area(sq ft) 1771356 1276099 _ 411066 76832 } 7359_ I'
6 tOnsite drainage area(sq ft) V 1763997 1276099 411066 76832
7 Offsite drainage area(sq ft) 7359 i, 0 0 _ _ _ 0 7359 i,
8 Total BUA in project(sq ft) 732.1.04 _ 585165 sf 146939 sf sf
New BUA on subdivided lots(subject to ifi —
9 permitting)(sq ft) 0 _ __ ___sf __ sf sf i
New BUA not on subdivided lots(subject to 10 permitting)(sf) L 732104 585165 sf 146939 sf sf 4—
11 Offsite BUA(sq ft) 7359 sf , sf sf _—_ _ sf I._ 7359 sf .
12 Breakdown of new BUA not on subdivided lots: _
-Parking(sq ft) t 0 --- ---sf - - sf sf -- -
-
-Sidewalk(sq ft) 20287 14795 sf 5492 sf _ sf _
-Roof(sq ft) 310964_ 242064 sf 68900 sf sf___
-Roadway(sq ft) 203260 —__ 173337 sf • 29923 sf sf
-Future(sq ft) . 197593 . 154969 sf 42624 sf _ sf
-Other,please specify in the comment box
below(sq ft) 0—__ sf _ sf • sf _ �_—
New infiltrating permeable pavement on
13 subdivided lots(sq ft) 0 sf _ sf _____af _____
New infiltrating permeable pavement not on • r
14 subdivided lots(sq ft) _---0 sf sf t
sf _—_
Existing BUA that will remain(not subject to
15 permitting)(sq ft) 0 i sf _ sf __ ___ sf __ _—_ _— _
16 Existing BUA that is already permitted(sq ft) _ _ 0 _ ---II---- sf —_ _ sf _sf__
17 Existing BUA that will be removed(sq ft) ! 0 J sf sf _ sf _
18 Percent BUA 42% 46% 36% 0% 100%
19 Design storm(inches) : 1.5 in —1 1_5 in 1.5 in _ __1 5 in _ 15 m_-
20 Design volume of SCM(cu ft) + N/A - 92.010 cf 27210 cf N/A N/A21 Calculation method for design volume i N/A S� imple Method Simple Method N/A N/A
ADDITIONAL INFORMATION _
221Please use this space to provide any additional information about the1
drainage area(s):
LD 2 is part of ROW improvements that include additional pavement for
turn lanes at the southern entrance to the project.Runoff from the ((
pavement sheet flows to existing vegetated ditches maintained by NCDOT. j�
II

DRAINAGE AREAS
1 Is this a high density project? Yes
2 If so,number of drainage areas/SCMs 2
3 Does this project have low density areas? Yes _
4 1 If so,number of low density drainage areas i 2
I ils all/part of this project subject to previous rule
( 5 ;versions? No
FORMS LOADED
jDRAINAGE AREA INFORMATION Entire Site i 1 r 2. • - Lt31 --LD 2 •
44 Tye pe of SCM N/A Wet Pond Wet Pond _ NIA N/A _
' 5 Total drainage area(sq ft) 1771356 1276099 411066 76832 7359
6 Onsite drainage area(sq ft) 1763997 1276099 411066 76832 ,,
7 Offsite drainage area(sq ft) 7359 0 0 0 7359
8 Total BUA in project(sq ft) 732104 585165 sf 146939 sf Sf
New BUA on subdivided lots(subject to
9 permitting)(sq ft) 0 sf sf • sf
New BUA not on subdivided lots(subject to
10 permitting)(sf) 732104 585165 sf. 146939 sf sf
11 Offsite BUA(sq ft) 7359 sf sf sf sf 7359 sf
12 Breakdown of new BUA not on subdivided lots:
-Parkins (sq ft) 0 sf sf sf
-Sidewalk(sq ft) 20287 14795 sf 5492 sf sf
-Roof(sq ft) 310964 242064 sf 68900 sf sf
-Roadway(sq ft) 203260 173337 sf 29923 sf sf
-Future(sq ft) 197593 . 154969 sf 42624 sf sf
-Other,please specify in the comment box
below(sq ft) 0 sf sf sf
New infiltrating permeable pavement on
13 subdivided lots(sq ft) 0 sf sf sf
New infiltrating permeable pavement not on
14 subdivided lots(sq ft) 0 sf sf sf
Existing BUA that will remain(not subject to
15 permitting)(sq ft) 0 sf sf sf
16 Existing BUA that is already permitted(sq ft) 0 sf sf sf
17 Existing BUA that will be removed(sq ft) 0 sf sf sf
18 Percent BUA 42% 46% 36% 0% 1.00%
19 Design storm(inches) 1.5 in 1..5 in 1 in 1.5 in 1..5 in
20 Design volume of SCM(cu ft) N/A 92010 cf 27210 of N/A N/A
21 Calculation method for design volume N/A Simple Method - Simple Method N/A N/A
ADDITIONAL INFORMATION .
Please use this space to provide any additional information about the
22 drainage area(s):
LD 2 is part of ROW improvements that include additional pavement for ..
turn lanes of the southern entrance to the project.Runoff from the
pavement sheet flows to existing vegetated ditches maintained by NCDOT.

WET POND
iiim Draina•earea number _ 1 2 2 Minimum =•uired treatment volume cu ft) t — r6f91 cf J I 19085 Cf I
3 Is the SCM sized to treat the SW from all surfaces at build-out? i Yea T Yes
4 Is the SCM located away from contaminated soils? Yse Yes
I 5 What are the side slopes of the SCM(H:V)? . 1 3:1
6 Does the SCM have retaining walls,gabion walls or other No NO
engineered side slopes? i
Are the inlets,outlets,and receiving stream protected from erosion 7(10-year storm)? Yes Yes
8 Is there an overflow or bypass for inflow volume in excess of the Yes Yes
1 'design volume?
r 9 What is the method for dewatering the SCM for maintenance? �_ Pump(preferred) Pump(preferred)
r10IIf applicable,will the SCM be cleaned out after construction? Yes Yes
11 i Does the maintenance access comply with General MDC(8)? Yes Yes _
12 Does the drainage easement comply with General MDC(9)? Yes Yes
If the SCM is on a single family lot,does(will?)the plat comply with
( 13,General MDC CIO)? N!A NVA
1 14 Is there an O&M Agreement that complies with General MDC(11)? Yes Yes
15 Is there an O&M Plan that complies with General MDC(12)? _ Yes _Yes
16'Does the SCM follow the device specific MDC? Yes Yes
i-W 171Was the SCM designed by an NC licensed professional? Yes Yes
WE POND MDC FROM 0211.1053
18 Sizing method used _ 6410A SA/DA
19 Has a stage/storage table been provided in the calculations? Yes Yes
20 Elevation of the excavated main pool depth(bottom of sediment 27.50 34.60
removal)(fmsl)
21.Elevation of the main pool bottom(top of sediment removal)(fmsl) I 28.00 35.00
22 Elevation of the bottom of the vegetated shelf(fmsl) 35.00 _ 42.00
23 Elevation of the permanent pool(fmsl) :35.50 42.50
_..--_.6. . —`—43.t)043.00
24.Elevation of the top of the vegetated shelf(fmsl) ;36.00
25 Elevation of the temporary pool(fmsl) :36e75 �13.25
127
Surface area of the main permanent pool(square feet) 492 27183
l --
Volume of the main permanent pool(cubic feet)
306254 d 160€314 dAverage depth of the main pool(feet) o. 3 R — ..
29 Average depth equation used Cnparinn 3 EGuatirsl3
30 If using equation 3,main pool perimeter(feet) E T 804.0 f? 617-0 ft
31 If using equation 3,width of submerged veg.shelf(feet) 3.0!. 3.0 f
32IVolume of the forebay(cubic feet) j 7T828 of 29895 ct
33 Is this 15-20%of the volume in the main pool? No Yes
34 Clean-out depth for forebay(inches) ! _12 in 12 in
35•Design volume of SCM(cu ft) 92010 cf 272210 cf
36 Is the outlet an orifice or a weir? _ _ Cft Orifice
�—37 If orifice,orifice diameter(inches) _ 4 m 2.5 in
38 If weir,weir height(inches)
39 If weir,weir length(inches) I
40 Drawdown time for the temporary pool(days) - 3.8 _ _ 3.5—
41 Are the inlet(s)and outlet located in a manner that avoids short- I Yes, Yes
circuiting?
42 Are berms or baffles provided to improve the flow path? I No No
R 43 Depth of forebay at entrance(inches) r— 78 in — 90 in_
44 Depth of forebay at exit(inches) 72 in 78 in
_
45 Does water flow out of the forebay in a non-erosive manner? j Yes _ Yes
s
46 Width of the vegetated shelf(feet)_ f_ 611 8 fl _
47 Slope of vegetated shelf(H:V) 6:1 6:1
48 Does the orifice drawdown from below the top surface of the Yee Yes
permanent pool? _
49 Does the pond minimize impacts to the receiving channel from the 1-
yr,24-hr storm? fee Yes
I 50IAre fountains proposed?(If Y,please provide documentation that E
MDC(9)is met.) No No
t 51 Is a trash rack or other device provided to protect the outlet system? Yes Yes
52 Are the dam and embankment planted in non-clumping turf grass? 1 Yes 'yes
53:S ecies of turf that will be used on the dam and embankment L.. ECrinud0 Bermude
54:Has a planting plan been•rovided for the ve•etated shelf? I Yea Yes
• • •ITIONAL INFORMATION
Please use this space to provide any additional information about
a5 the wet pond(s):
The total forebay volume for drainage area 1 is greater than 15-20%of the main
pool volume because most of the flow enters the pond at he west end of the pond.
'That forebey on it's own is between 15 and 20%ofthe main pool volume.The,other
•forcbays reiceive small amounts of flow and ere oversized ter conslructability
• •••.es
Wet Pond 3 1:11 PM 8/18/2022