SW8220809_Current Permit_20220907

ROY COOPER
amernor
ELIZABETH S.. BISER
BRIAN. WRENN
September 71h, 2022
Blueberry Ventures, LLC, Owner
D. Logan Revocable Trust, Member
Attn: D. Logan, Trustee
60 Gregory Road, Suite 1
Bellville, NC 28451
Subject: Post -Construction
Cresswind
NORTH CAROLINA
EtiwAh= ne#PWQua11Yy
Stormwater Management Permit No. SW8 220809
High Density Subdivision Project
Brunswick Ciunty
Dear Mr. Logan:
The Division of Energy, Mineral and Land Resources received a complete Post -Construction Stormwater
Management Permit Application for the subject project on August 31 , 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.
S W 8 22.0809 dated September Th, 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 September 71, 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. Failure to comply with these requirements will result in future compliance problems. Please
note that this permit is not transferable except after notice to and approval by the Division.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Kellie Beth Norris in the Wilmington Regional
Office, at [phone] or [e-mail].
Sincerely,
Ckia---A, AA
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Designer's Certification Form
Attachment B — Built -Upon Area Allocation
Application Documents
DES/kbn: %StormwaterTermits & Projects12022i220809 HD12022 09 permit 220809
CC: Tim Clinkscaies, PE, Paramounte Engineering
Brunswick County Engineering
NCDOT District Engineer
Wilmington Regional Office Stormwater File
1EQNorth
Carolina Department of Environmental Quality I Division of Energy, Mineral and land -Resources
Wilmington Regional office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 2W5
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Post -Construction Stormwater Management
Permit No. SW8 220809
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Blueberry Ventures, LLC
Cresswind
Bricklanding Road, Shallotte, Brunswick County
FOR THE
construction, management, operation and maintenance of built -upon area (BUA.) draining to three (3)
wet ponds ("stormwater control measures" or "SCMs") with the southern portion of the property
discharging 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 September 7t', 2022 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
1,355,336 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, DA2, and DA3 have been designed to handle
the runoff from 231,630, 383,945, and 722,261 square feet of BUA, respectively, within the
delineated drainage areas. The BUA for future development within the drainage areas to the
SCMs labeled DA1, DA2, and DA3 is limited to 29,952, 43,856, and 21,300 square feet,
respectively. This permit approves 17,500 square feet of BUA that was not able to be
collected and treated in an SCM due to NCDOT right-of-way grading to bypass the system.
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Post -Construction Stormwater Management
Permit No. SW8 220809
b. BUA FOR INDIVIDUAL LOTS. Each of the 108 lots are limited to a maximum amount of
BUA as indicated in Attachment B of this permit and as indicated in the approved plans and
specifications. The maximum BUA assigned to each lot via this permit and the recorded
deed restrictions and protective covenants may not be increased or decreased by
either the individual lot owner or the permittee unless and until the permittee notifies
the Division and obtains written approval from the Division.
c. CAMA AECs. Where a project or lot is located within CAMA's Area of Environmental
Concern (AEC), the Division of Coastal Management (DCM) may calculate a different
maximum BUA based on CAMA regulations. The more restrictive BUA limit will apply to the
project.
2. PERVIOUS AREA IMPROVEMENTS. At this time, none of the pervious area improvements
listed in G.S. 143-214.7(b2) or the Stormwater Design Manual have been proposed for this
project. Pervious area improvements will be allowed in this project if documentation is provided
demonstrating those improvements meet the requirements of the stormwater rule.
3. SCM REQUIREMENTS. The SCM requirements for this project are as follows:
a. SCM DESIGN. The 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. STORMWATER OUTLETS. The peak flow from the 10-year storm event shall not cause
erosion downslope of the discharge point.
5. VEGETATED SETBACKS. A 50-foot wide vegetative setback must be provided and maintained
in grass or other vegetation adjacent to all surface waters as shown on the approved plans. The
setback is measured horizontally from the normal pool elevation of impounded structures, from
the top of bank of each side of streams or rivers, and from the mean high waterline of tidal
waters, perpendicular to the shoreline.
a. BUA IN THE VEGETATED SETBACK. BUA may not be added to the vegetated setback
except as shown on the approved plans or in the following instances where the BUA has
been minimized and channelizing runoff from the BUA is avoided:
i. Water dependent structures; and
ii. Minimal footprint uses such as poles, signs, utility appurtenances, and security
lights that cannot practically be located elsewhere.
b. RELEASE OF STORMWATER NOT TREATED IN 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 prior to the sale of individual
lots or groups of lots:
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Post -Construction Stormwater Management
Permit No. SW8 220809
a. EASEMENTS. All SCMs, stormwater collection systems, vegetated conveyances, and
maintenance access located on property owned by other persons or entities must be located
in permanent recorded easements or drainage easements as shown on the approved plans.
b. OPERATION AND MAINTENANCE AGREEMENT. The operation and maintenance
agreement must be recorded with the Office of the Register of Deeds.
c. FINAL PLATS. If a final plat is recorded, it must reference the operation and maintenance
agreement and must also show all public rights -of -way, dedicated common areas, and/or
permanent drainage easements, in accordance with the approved plans.
d. DEED RESTRICTIONS AND PROTECTIVE COVENANTS_ The permittee shall record deed
restrictions and protective covenants prior to the issuance of a certificate of occupancy to
ensure the permit conditions and the approved plans and specifications are maintained in
perpetuity. Recorded deed restrictions and protective covenants must include, at a minimum,
the following statements related to stormwater management:
i. The following covenants are intended to ensure ongoing compliance with
Stormwater Management Permit Number SW8 220809, as issued by the Division of
Energy, Mineral and Land Resources (the "Division") under 15A NCAC 02H.1000,
effective January 1, 2017.
ii. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
iii. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
iv. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the Division.
V. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division.
vi. The maximum built -upon area (BUA) per lot is as shown in Attachment B. This
allotted amount includes any BUA constructed within the lot property boundanes,
and that portion of the right-of-way between the front lot line and the edge of the
pavement not shown on the approved plans. BUA has the same meaning as G.S.
143-214.7, as amended.
vii. For those lots within the CAMA Area of Environmental Concern, where DCM
calculates a different maximum lot BUA, the governing maximum lot BUA shall be
the more restrictive of the two amounts.
viii. The maximum allowable BUA shall not be exceeded on any lot until the permit is
modified to ensure compliance with the stormwater rules, permit, and the approved
plans and specifications.
ix. All runoff from the BUA on the lot must drain into the permitted system. This may
be accomplished via grading, a stormwater collection system and/or a vegetated
conveyance.
X. A 50-foot wide vegetative setback must be provided and maintained adjacent to all
surface waters in accordance with 15A NCAC 02H.1003(4) and the approved
plans.
xi. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the requirements of the stormwater rules is
subject to enforcement procedures as set forth in NCGS 143, Article 21.
7. CONSTRUCTION. During construction, erosion shall be kept to a minimum and any eroded
areas of the on -site stormwater system will be repaired immediately.
a. PROJECT CONSTRUCTION, OPERATION AND MAINTENANCE. During construction, all
operation and maintenance for the project shall follow the Erosion Control Plan requirements
until the Sediment -Erosion Control devices are converted to SCMs or no lonaer 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
ccnditicn prior to close -cut 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.
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Post -Construction Stormwater Management
Permit No. SW8 220809
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. Adding the option to use infiltrating permeable pavement or #57 stone within the lots as a
pervious surface. The request may require a proposed amendment to the deed restrictions
and protective covenants for the subdivision to be submitted and recorded.
g. The construction of any infiltrating permeable pavement, #57 stone area, public trails, or
landscaping material within the common areas to be considered a pervious surface that
were not included in the approved plans and specifications.
h. Other modifications as determined by the Director.
9. DESIGNER'S CERTIFICATION. Upon completion of the project, the permittee shall determine if
the project is in compliance with the approved plans and take the necessary following actions:
a. If the permittee determines that the project is in compliance with the approved plans, then
within 45 days of completion, the permittee shall submit to the Division one hard copy and
one electronic copy of the following:
T.1 .....,�,...I..a .J ..�.,.0 ..:,..... L' :.........a_ n
�e � pleteu a� d signed Desig e s Certification provided in Attachment A
noting any deviations from the approved plans and specifications. Deviations
may require approval from the Division;
ii. A copy of the recorded operation and maintenance agreement;
iii. Unless already provided, a copy of the recorded deed restrictions and
protective covenants; and
iv. A copy of the recorded plat delineating the public rights -of -way, dedicated
common areas and/or permanent recorded easements, when applicable.
b. If the permittee determines that the project is not in compliance with the approved plans, the
permittee shall submit an application to modify the permit within 30 days of completion of the
project or provide a plan of action, with a timeline, to bring the site into compliance.
10. OPERATION AND MAINTENANCE. The permittee shall provide and perform the operation and
maintenance necessary, as listed in the signed operation and maintenance agreement, to
assure that all components of the permitted on -site stormwater system are maintained at the
approved design condition. The approved operation and maintenance agreement must be
followed in its entirety and maintenance must occur at the scheduled intervals.
a. CORRECTIVE ACTIONS REQUIRED. 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).
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Post -Construction Stormwater Management
Permit No. SW8 220809
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. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This request
must be submitted within 90 days of the permit holder meeting one or more of the following:
i. A natural person who is deceased;
ii. A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the property
on which the permitted activity is occurring or will occur through foreclosure,
bankruptcy, or other legal proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur, except in the case of an individual
residential lot sale that is made subject to the recorded deed restrictions and
protective covenants;
V. The assignment of declarant rights to another individual or entity,
vi. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214.7(c2);
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site inspection
will be conducted by Division personnel to ensure the permit conditions have been met and
that the project and the on -site stormwater system complies with the permit conditions.
Records of maintenance activities performed to date may be requested. Projects not in
Compliance with the permit will not be transferred until all permit and/or general statui6
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.
a. REVIEWING AND MONITORING EACH LOT FOR COMPLIANCE. The permittee is
responsible for verifying that the proposed BUA on each individual lot, within each drainage
area and for the entire project does not exceed the maximum amount allowed by this permit.
The permittee shall review all individual lot plans for new construction and all subsequent
modifications and additions for compliance. The plans reviewed must include all proposed
BUA, grading, and driveway pipe placement. The permittee shall not approve any lot plans
where the maximum allowed BUA limit has been exceeded or where modifications are
proposed to the grading and/or to the stormwater collection system and/or to the vegetated
conveyance unless and until a permit modification has been approved by the Division. The
permittee shall review and routinely monitor the project and each lot to ensure continued
compliance with the conditions of the permit, the approved plans and specifications, and the
recorded deed restrictions and protective covenants. The permittee shall notify any lot
owner that is found to be in noncompliance with the conditions of this permit in writing and
shall require timely resolution.
b. ARCHITECTURAL REVIEW BOARD (ARB) OR COMMITTEE (ARC). The permittee may
establish an ARB or ARC or other group to conduct individual lot reviews on the permittee's
behalf. However, any approval given on behalf of the permittee does not relieve the
permittee of the responsibility to maintain compliance with the conditions of the permit and
the approved plans and specifications.
c. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable recorded
documents, and specifications shall be maintained on file by the permittee at all times.
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Post -Construction Stormwater Management
Permit No. SW8 220809
d. MAINTENANCE ACCESS. SCMs, stormwater collection systems, and vegetated
conveyances must be accessible for inspection, operation, maintenance and repair as
shown on the approved plans.
e. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property
during normal business hours to inspect all components of the permitted project.
f. ENFORCEMENT_ Any individual or entity found to be in noncompliance with the provisions
of a stormwater management permit or the requirements of the stormwater rules is subject to
enforcement procedures as set forth in NCGS 143 Article 21.
g. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an
annual certification completed by either the permittee or their designee confirming the
projects conformance with permit conditions.
h. OBTAINING COMPLIANCE. The Director may notify the permittee when the permitted site
does not meet one or more of the minimum requirements of the permit. Within the time
frame specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee shall provide
copies of modified plans and certification in writing to the Director that the changes have
been made.
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 subiect to enforcement procedures pursuant to NCGS
143-215.6.
Permit issued this the 7th day of September 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
9Gkz,'_ N(,.o
Brian Wrenn, Dire for
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 220809
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Post -Construction Stormwater Management
Permit No. SW8 220809
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 220809
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 N
County of
personally appeared before me this
Signature
a Notary Public in the State of
do hereby certify that
day of
and acknowledge the due execution of this as -built certification. (SEAL)
Witness my hand and official seal
My commission expires
20
Permittee's Certification NCAC .1042(4) -
Completed
rT
Provk1A.
N/A
DEED RESTRICTIONS i SUA RECORDS
— 'I . The deed restrictions and protective covenants have been recorded
Y o_r 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
B. 1NA_ _
-
_ —
_ RAAINT NCE ACCESS
I
17 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. EER�MENTS --- -- -- - --- --- - _ _ - - -
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 FAMILY RESIDENTIAL LOTS - Plats for residential lots that
Y N
_ have an SCM include the following:
or
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. O3PERATION_ANO MAINTENANCE AGREEMENT
I 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
! - - -----
-- !
FDPERATION AND MAINTENANCE PLAN - maintenance records areb
being kept in a known set location for each SCM and are available for
i Y ❑r N
- review.
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Post -Construction Stormwater Management
Permit No. SW8 220809
G. DESIGNER'S CERTIFICATION FORM — has been provided to th
Division. _ __
Note 1- Acceptable records incl_ude ARC approvals, as -built surveys, and cou
ompleted 1 I NIA
Provided j
Y or N
tax records.
Provide an explanation for every requirement that was not met, and for ever; "MIA" below. Attach
additional sheets as needed.
Page 2 of 6

Post -Construction Stormwater Management
Permit No. SW8 220809
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 nfles
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
SEAL:
Consultant's Mailing Address:
City/State/ZIP
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.
ON/E = not evaluated (provide explanation on page 2) ON/A = not applicable to this SCM or project.
Consultant's Certification Ni-Ai­� ,; i �� �.i((3) & General MDC
I
OAS -built j
�
ONIE j
CIN 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 Sc BACKS / BUA �-
--------��----�
- -
�—
1 The width of the vegetated setback has been measured
Y or N
i
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
ve etation.
3. BUA that meets the requirements of NCGS 143-214.7
Y or N
b2 2 is located in the setback.
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Post -Construction Stormwater Management
Permit No. SW8 220809
J _
OAS -built
®N/E
ON1A
4. BUA that does not meet the requirements of NCGS 143-
Y or N
214.7 (b2)(2) is located within the setback and is limited
to:
a. Publicly funded linear projects (road, greenway
sidewalk)
b Water -dependent structures
c. Minimal footprint uses (utility poles, signs, security
lighting and appurtenances)
5. Stormwater that is not treated in an SCM is released at
Y or N
the edge of the setback and allowed to flow through the
setback as dispersed flow.
C. S`iOKiWWA i ER OUTLETS - the outlef handles the pea cf
Y
flow from the 10 year storm with no downslope erosion.
or N
D. VARIATIONS
Y
1. A variation (alternative) from the stormwater rule
provisions has been implemented.
or N
2. The variation provides equal or better stormwater control
and equal or better protection of surface waters.
Y or N
E. COMPLIANCE WITH OTHER REGULATORTPIMRAMSY
has been met.
or N�
1
F. SIZING -the volume of the SCM takes the runoff from all
i
surfaces into account and is sufficient to handle the required
Y or N
storm depth.
�. ONTAMINATED 9 0 FLY-- infiltrating SCWs are not
Y or N
Located in or on areas with contaminated soils.
1
H. SIDE SLOPES
1. Vegetated side slopes are no steeper than 3H:1V.
Y or N
2. Side slopes include retaining walls, gabion walls, or
Y or N
other surfaces that are steeper than 3H:1 V.
3. Vegetated side slopes are steeper than 3H:1 V (provide
Y or N
supporting documents for soils and vq etationl. T
_
1. EROSION
"�
_
1. The inlets do not cause erosion in the SC-ML
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.
ruv r- . �4n L
provided.
Y nr N
K. DEWATERING --A method to drawdown standing water has
Y or N
been provided to facilitate maintenance and inspection.
L. CLEAN UT AFTER CONSTRUCTION - the SCM has been
T Y or N
_
cleaned out and converted to its approved design state.
I M. MAINTENANCE ACCESS
_
1. The SCM is accessiible for maintenance and repair.
Y or N
2. The access does not include lateral or incline slopes
Y or N
>3:1.
N. DESIGNER QUALlhIGATf� (FAST TRACK PERMl l) -
-
- --
The designer is licensed under Chapters 89A, 89C, 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 "N/A" or "WE",
below. Attach additional pages as needed:
Page 4 of 6

Post -Construction Stormwater Management
Permit No. SW8 220809
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:
City/State/ZIP
Phone Number
Consultant's Email address:
iT 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) ON/A = not applicable to this project or SCM.
This Certification must be completed in conjunction with the General MDC certification under NCAC 02H.1050
f Consultant's Certification (MDC .1053)
OAs-built I' ME i MNIA
! A. F©rebA/ D tbs l 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
S. Side slopes ! Banns ! Vegetated Shelf
Y N
_
1. The width of the Vegetated Shelf is consistent with the
approved plans and is a minimum of 6 feet.
or
Y N
2. The slope of the Vegetated Shelf is consistent with the
approved lans and is no steeper than 6:1.
or
C. lips -built Main Pool l Areas 1 Volumes 1 Elevations
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 220809
_
4. The temporary pool elevation is consistent with the
permitted value.
I iDAs-built
y or N
0MIE_
fit►
D. inlets 1 autW / Drawdcmn
1. The design volume draws down in 2-5 days.
Y or N
2. The size of the Orifice is consistent with the permitted
value.
v or N
3. A trash rack is provided on the outlet structure.
Y or N
4. Hydrologic impacts to the receiving channel are minimized
from the 1 yr 24 hr storm discharge?
Y or N
5. The inlets and the outlet location are situated per the
approved plan and avoid short-circuiting_`_
Y or N
E. Vewtation
1. The vegetated shelf has been planted with a minimum of 3
diverse species.
Y or N
2. The vegetated shelf plant density is consistent with the
approved plans and is no less than 50 plants per 200 sf or
no less than 24 inches on center.
Y or N
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

Post -Construction Stormwater Management
Permit No. SW8 220809
Attachment B BUA Lot Allocations
Cresswind
Master Permit No. SW8 220809
Lot #
425INg BUA {sO
4,500
1-53
54
2,475
55
2,075
56
2,075
57
2,475
58
2,475
59
2,075
60
2,475
61
2,475
62
2,075
63
2,075
64
2,475
65
2,475
66
2,075
67
2,075
68
2,475
69
2,475
70
2,075
71
2,075
72
2,475
73
2,475
74
2,075
75
2,075
76
2,475
77
2,475
78
2,075
79
2,075
80
2,475
81
2,475
82
2,075
83
2,075
84
2,475
85
2,475
86
2,075
87
2,075
88
2,475
89
2,475
90
2,075
91
2,075
Page 1 of 2

Post -Construction Stormwater Management
Permit No. SW8 220809
92
2,475
93
2,075
94
2,475
95
2,475
96
2,475
97
2,475
98
2,075
99
2,075
100
2,475
101
2,475
102
2,075
103
2,075
104
2,475
105
2,475
106
2,075
107
2,075
108
2,475
Page 2 of 2

Post -Construction Stormwater Management
Permit No. SW8 220809
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 220809
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.
eCheck here if this is a partial certification. Section/phase/SCM #?
Check here if this is part of a Fast Track As -built Package Submittal.
Printed Name
County of
personally appeared before me this
Signature
a Notary Public in the State of
do hereby certify that
day of
and acknowledge the due execution of this as -built certification. (SEAL)
Witness my hand and official seal
My commission expires
20
Permittee's Certification NCAC .1042(4)
Compieied I
Provided
N/A�
A— DEED RESTRICTIONS ! SUA RECORDS
1. The deed restrictions and protective covenants have been re_corded
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
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. EASIEMEXTS
_ 1_The SCMs and the components of the runoff collection % conveyance
sy stem are located in recorded drainage easements.
Y or N
2. A copy of the recorded plat(s) is provided.
Y or N
0. SINGLE FAMILY RESIDENT FAL LGTS - Plats for residential lots that
_ have an SCM include the following:
Y N
Y or N
_ _
1. The specific location of the SCM on the lot.
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 apwal.
E. OPERATION AND MAINTENANCE AGREEMENT_ I
v nr N
_ _ _ _
1. The O&NA Agreement is referenced on the final recorded plat.
_ Y or N
2. The O&IIA Agreement is recorded with the Register of Deeds and
Y N
appears in the chain of title.
or
F. OPERATION AND MAINTENANCE P—LA — 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 220809
Completed? NIA
l Provided
`�. DES! 10ER'S CERTIFICATION FORM — has been provided to the
Y or N
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 ever; "NIA" below. Attach
additional sheets as needed.
Page 2 of 6

Post -Construction Stormwater Management
Permit No. SW8 220809
AS -BUILT DESIGNER'S CERTIFICATION GENERAL MDC
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I
have observed the construction of the project named above to the best of my abilities with all due care
and diligence, and that the project meets the below listed General MDC found in NCAC 02H.1050 in
accordance with the permit documents, plans and specifications on file with or provided to the
Division, except as noted on the "AS -BUILT" drawings, such that the intent of the stormwater rules
and statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCM #?
Check here if this is a part of a Fast -Track As -Built Package Submittal per .1044(3).
Check here if the designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
Printed
NC Registration
Number Date
SEAL:
Signature
Consultant's Mailing Address:
City/State/ZIP
Phone Number
Consultant's Email address:
O Circle N if the as -built value differs from the Plan. If N is circled, provide an explanation on Page 2.
OO N/E = not evaluated (provide explanation on page 2) ON/A = not applicable to this SCM or project.
Consultant's (Certification NCAC .1003((3) & General MDC QAs-built ON/E (MA�
� .1050
�►, 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.
_
j B. 'VIE :E T ATED SETi�inS i -- -- -- - j
---- —
—Yor N
_
—�_�
---
1. The width of the vegetated setback has been ^�e_asi:re_d
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 220809
_
I wAs-built
Q_NIET©NIA
4. BUA that does not meet the requirements of NCGS 143--
214.7 (b2)(2) is located within the setback and is limited
Y or N
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
the edge of the setback and allowed to flow through the
setback as dispersed flow.
Y or N
-
_
. I � � L.+iMWA T Erg uu �' i°T� - t e outlet handles the peaky
flow from the 10 ear storm with no downsly a erosion.
-
Y or N
D. VARIATIONS
1. A variation (alternative) from the stormwater rule
provisions has been implemented.
Y or N
2. The variation provides equal or better stormwater control
and equal or better protection of surface waters.
E. COMPLIANCE WITH DTHER REGILATORY PROGRAMS
has been met.
Y or N
Y or N
'-'-'--�—
F. SIZING -the volume of the SCM takes the runoff from all
---�
` surfaces into account and is sufficient to handle the required
storm depth.
Y or N
+
1
119. CONTAMINATED S IL -- infftrating CM's are not
Y or N
located in or on areas with contaminated soils.
_
H. SIDE SLOPES
1. Vegetated side slopes are no steeper than 3H:1 V.
Y or N _
Y or N
2. Side slopes include retaining walls, gabion walls, or
other surfaces that are steeper than 3H:1 V.
3. Vegetated side slopes are steeper than 3H:1 V (provide
sup iorting documents for soils and vegetation)._^
Y or N
I. EROSION PROTECTIONA_-
1. The inlets do not cause erosion in the SCM.-
Y or N
2. The outlet does not cause erosion downslope of the
discharge point during the peak flow from the 10 year
storm.
Y or N
, FSS FI OWS - An riy-It'!w' a3S��?a3 n - —
provided.
�K
- - -
Y or N
-- -
-
❑EWATERING - A method to drawdown standing water has
been provided to facilitate maintenance and inspection.
Y or N
L. CLEANOUT AFTER CONSTRUCTION ::the SCM has been
_cleaned out and converted to its approved design state.
Y or N
M. MAINTENANCE ACCESS_ _
1. The SCM is accessible for maintenance__ and repair.
Y or N
2. The access does not include lateral or incline slopes
>3:1.
Y or N
N. O'ESIGNER QUALIFICATIONS (FAST -TRACK PERMIT) —
The designer is licensed under Chapters 89A, 89C, 89E, or
89F of the General Statutes.
Y or N
-
l
'
;
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 220809
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
NC Registration Number.
Signature
Date
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
OO N/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
Consuftant's Certification (MDC .1053)
OAs-buiit
OWE
0NIA
A. F+�rebay i oe�ths / 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 I Banks I Vegetated Shelf
1.�The
width of the Vegetated Shelf is consistent with the —
approved plans and is a minimum of 6 feet.
Y or N
2.
The slope of the Vegetated Shelf is consistent with the
_approved plans and is no steeper than 6:1.
Y or
- --_—�I
�.. As -built Main Pools 1 Areas / Volumes i Elevations�_-
--
1.
The permanent pool surface area provided is consistent
with the permitted value.
Y or N
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 220809
-
_ T
C3As-built
®N/E
GNVA
4.
__
_
The temporary pool elevation is consistent with the
eerrmitted value` _ _ : _ _
Y or
N
D.
inle_
is I Outlet! Drawdown
i
1.l
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
_
appro_ved plan and avoid short-circuiting__!_ _
or
_
E.�Vegetation
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/E"
below. Attach additional pages as needed:
Page 6 of 6

Post -Construction Stormwater Management
Permit No. SW8 220809
Attachment B - BUA Lot Allocations
Cresswind
Master Permit No. SW8 220809
Lot #
i ANocated BU_A (so
1-53
4,500
54
2,475
55
2,075
56
2,075
57
2,475
58
2,475
59
2,075
60
2,475
61
2,475
62
2,075
63
2,075
64
2,475
65
2,475
66
2,075
67
2,075
68
2,475
69
2,475
70
2,075
71
2,075
72
2,475
73
2,475
74
2,075
75
2,075
76
2,475
77
2,475
78
2,075
79
2,075
80
2,475
81
2,475
82
2,075
83
2,075
84
2,475
85
2,475
86
2,075
87
2,075
88
2,475
89
2,475
90
2,075
91
2,075
Page 1 of 2

Post -Construction Stormwater Management
Permit No. SW8 220809
92
2,475
93
2,075
94
2,475
95
2,475
96
2,475
97
2,475
98
2,075
99
2,075
100
2,475
101
2,475
102
2,075
103
2,075
104
2,475
105
2,475
106
2,075
107
2,075
108
2,475
Page 2 of 2

y Operation & Maintenance Agreement
Project Name:
Project Location:
Cresswind Wg AA0 goq
Brunswick County NC
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known set locatic
Any defiden t BiviP elements noted in the inspection will be corrected, repaired, or replaced immediately. These deficiencies can
affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that apply & correspo
Bioretention Cell Quantity:
Dry Detention Basin Quantity:
Grassed Swale Quantity:
Green Roof Quantity:
Infiltration Basin Quantity:
Infiltration Trench Quantity:
Level SpreaderNFS Quantity:
Permeable Pavement Quantity:
Proprietary System Quantity:
Rainwater Harvesting Quantity:
Sand Filter Quantity:
Stormwater Wetland Quantity:
Wet Detention Basin Quantity:
Disconnected Impervious Area Present:
User Defined BMP Present:
3
No
No
O&M tables will
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
CLICK TO UPDATE O&M MANUAL
i acknowiedge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any changes to
the system or responsible party.
Signature:
* Responsible Party:
Title & Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
D Logan
Blueberry Ventures, LLC
60 Gregory Road, Suite 1
Belville, NC 28451 _
910-452-7175
msantos@logan homes.com
Date: V I r 0\
_ I" rL A,
County of rU kL�C._ do hearby certify that 'D_- Lam.
personally appeared before me this day of � 76_ and
acknowledge the due execution of the rations Maintenance Agreement.
Witness my hand and official seal,
• Jeanette Phillips
NOTARY PUULIG I AUG 11 2V2 `
Brunswick County, 14C
1 Commission Expires October 1 , 2023 BY.—
, a Notary Public for the State of
SealMy commission expires
STORM-EZ
Version 1.4 O&M Manual
8/6/2022
Page 1 of 4

Wet Detention Pond Maintenance Reguirements
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if one
is provided.
Important 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 detention pond should be fertilized after the first initial fertilization that is required to
establish the plants on the vegetated shelf.
_ Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention
basin.
_ If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the
emergency drain should be minimized to the maximum extent practical.
Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month 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 should be kept in a known
set location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:
Potential problem:
How I will remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of approximately six inches.
long.
The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off -site.
Replace the pipe.
The pipe is cracked or
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
swale.
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
The forebay
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design depth for
will not cause impacts to streams or the BMP.
sediment storage.
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.
The vegetated shelf
Best professional practices
Prune according to best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the problem: soils, hydrology, disease, etc.
dying.
Remedy the problem and replace plants. Provide a one-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.
STORM-EZ AUG 11 2022 A 8/6/2022
Version 1.4 O&M Manual I a Page 2 of 4
BY:_

�k P ent#ora F ORO Wifire a "1 q"irements (Continued)
The main treatment area
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design sediment
will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50%
of the area.
Consult a professional to remove and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them with pesticide (do not spray).
invasive plants cover 50% of
the basin surface.
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and consult a professional to remove
beaver activity is present.
beavers.
A tree has started to grow on
Consult a dam safety specialist to remove the tree.
the embankment.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
outlet.
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.
W-- �... �...
AUG 11 2022
I 4
.I
STORM-EZ 8/6/2022
Version 1.4 O&M Manual Page 3 of 4

Wet Detention Pond Design Summaily
nil
WET POND ID
1
FOREBAY
Permanent Pool El.
43
MAIN POND
Permanent Pool El.
43
Pretreatment other
No
Temporary Pool El:
Clean Out Depth:
43.82 Aty,p
5
Temporary Pool El:
Clean Out Depth:
43.82
6
than forebay?
Sediment Removal El:
38
Sediment Removal El:
37
Has Veg, Filter? No
Bottom Elevation:
i 37 i
Bottom Elevation:
I 36 I
t�,y12°L
AUG 11 2022
BY:_
STORM-EZ 8/8/2022
Version 1.4 O&M Manual Page 4 of 4

Wet Detention Pond Design Summary
Wet Pend Dianram
WET POND ID
FOREBAY
MAIN POND
2
Permanent Pool El.
44 ✓
Permanent Pool El.
44
Pretreatment other No
than forebay?
Temporary Pool El:
Clean Out Depth:
Sediment Removal El:
4AM9 45
6
38
Temporary Pool El:
Clean Out Depth:
Sediment Removal El:
6
38
Has Veg. Filter? i No ,
Bottom Elevation:
I 37 I
Bottom Elevation:
I 3/ I� 1
...p .,— . ....,,, _ .
AUG 1 1 2022
BY:_
STORM-EZ 8/8/2022
Version 1.4 O&M Manual Page 4 of 4

Wet Detention Pond Design Summary
Wet Pond Dianri
WET POND ID
FOREBAY
MAIN POND
3
Permanent Pool El.
42
Permanent Pool El.
42
Temporary Pool El:
43.5
Temporary Pool El:
43.5
Pretreatment other No
Clean Out Depth:
6
Clean Out Depth:
4
than forebay?
Sediment Removal El:
36
Sediment Removal El:
38
I Has Vag. Filter? i No i
Bottom Eievation:
1 34 1
Bottom Elevation:
l 37 I 1
ECEIV
AUG J 12022
STORM-EZ 8/31/2022
Version 1.4 OEM Manual Page 4 of 4

DEMLR USE ONLY
Date Re eiv
d
Fee Paid
Permit Number
11
1pg
1-:1ty7o5q Sqood 1
Applicable Rules: 1 11 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.):
Cresswind
2. Location of Project (street address):
South of roundabout along NC 179 (Bricklandine Road)
City:N/A County:Brunswick Zip:
3. Directions to project (from nearest major intersection):
From the roundabout (intersection of Bricklanding and Old Georgetown Road)
travel south on either road,+/- 700' between the 2 roads
4. Latitude:33° 56' 22" N Longitude:78° 24' 45" 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: ❑Nat Started []Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Law 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 Sedimentation/Erosion Control: 56.2 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts .49 acres
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:SMvV-2022-00654
BRUNS-2022-062
5. Is the project located within 5 miles of a public airport? ®No []Yes
If yes, see S.L. 2012-200, fart W. htip://portal.ncdenr.org/web/Ir/rules-and-regulations
AUG 112022
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6
BY:

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Blueberry Ventures, LLC, -2, Logail l—eVocMe Tros+
Signing Official & Title:D Logan, Afimtager- T rb,,= i-ee
b. Contact information for person listed in item 1a above:
Street Address:60 Gregory Road, Suite 1
City:Belville State:NC Zip:28451
Mailing Address (if applicable):
City:_
State:
Zip:
Phone: (910 ) 452-7175 Fax: (910 ) 791-6760
Email:[e-mail]
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:Blueberry Ventures, LLC
Signing Official & Title:D Logan, Trustee
b. Contact information for person listed in item 2a above:
Street Address:60 Gregory Road, Suite 1
City:Belville State:NC Zip:28451
Mailing Address (if applicable):same
City:
State:
Zip:
Phone: (910 ) 452-7175 Fax: (910-791 ) 6707
Email:msantos®loganhomes.com
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/ Organization:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits: Brunswick County
Point of Contactjustin Whiteside Phone #: (910 ) 579-3469
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater is being in 3 wet detention ponds, conveyed to pond by stormdrainage system
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Lumber River basin.
4. Total Property Area: 66.67 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+:66.67 acres
+ Total project area shall be calculated to exclude the following: the normal pool of im}p�ounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (N1W line or Mean High Water
(MHW) line, and coastal wetlands landwardfrom the NHW (or MAIN) line. The resultant project area is used to
calculate overall percent built upon area (BL A). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
S. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 46.4 %
9. How many drainage areas does the project have?3 (For high density, count 1 for each proposed.,engineered
Stormwater BMP. For low density and other projects, use I 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
Drainage Area _
Drama Area 1_
Drainage Area 3
Drainage Area _
Receiving Stream Name
SEE TABLE
Stream Class *
{
Stream Index Number
Total Drainage Area (sf)
On -site Drainage Area (sf)
Off -site Drainage Area (sf)
0
0
0
Proposed Impervious Area** s
% Impervious Area** total
Impervious' Surface Area
Drainage Area 1
Drama a .Area 2
Drainage Area 3
Drainage Area _
On -site Buildings/Lots (sf)
On -site Streets s
0
On -site Parking (sf)
On -site Sidewalks
Other on -site , A
0
0
Future (sf)
Off -site (sf)
0
0
0
Existing BUA*** (so
0
0
0
Total (so:
* Stream Class and Index Number can be determined at: httpaortal.ncdenr.or eb/wq[ps/cWclassi cations
"* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parlri rase,
sidewalks, gravel areas, etc. V r_- I gip►
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6 AUG 1 1 M2
BY.

AUG 11 2022
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'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. n/a
Proiects in Union Countv: 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 I5A N. CSC 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.ore/web/wq/ws/su/bmt)-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
htW://12ortal.ncdenr.org/web/wq/ws/su/stateswlforms dots. 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 h":/ /12ortaI.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms dots.
Inith is
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 date and O&M {�^�
agreement(s) for each BMP. *AL-r
4. Permit application processing fee of $595 payable to NCDENR. (For an Express review, refer to
http://www.envheIR.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for _
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 Y2 mile of the site boundary, include the Y2
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.
d. Legend.
e. North arrow.
f. Scale.
AF
g. Revision number and dates. AU
h. Identify all surface waters on the plans by delineating the normal pool elevation of G
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal 8r�
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).
an
die►' �""'
tl
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
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 far DEMLR to verify the SHWT prior
to submittal, [phone].1
10. A copy of the most current property deed. Deed book: 4669 Page No: 964
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 21-1.1003(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.
hgp://www.secretaiy.state.ne.us/Cor]porations/CSearch.asl2x
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:/lportal.ncdenr.org/web/Ir/state-
stormwater-forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Tim Clinkscales
Consulting Firm: Paramounte Engineering
Mailing Address:122 Cinema Drive
City:Wilmington State:NC Zip:28403
Phone: (910 ) 791-6707 Fax: [phone]
Email:tclinkscalesOparamounte-eng.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) 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) with (print or type name of organization listed in
Contact Information, item 1a) 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.
t
AUG 11 2022
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6 BY'

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 $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date: � ",
1, a Notary Public for the State of IV,t3Y- ,G,trAtDC County of
j) r do hereby certify that -k Q!$ ,,,n�' personally appeared
before me this %— day of a and ac wledge the due ex of the application for
a stormwater permit. Witness my hand and official seal,
Jeanette Phillips
NOTARY PUBLIC
Brunswick County, NC
My Commission Expires October 17,, 2023
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires t -e n a zn
T, (print or type name of person listed in Contact Information, item 1a) D Logan, Manager
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 sto ater under 15A NCAC 21-1.1000 and any other applicable state stormwater requirements.
Signature: Date:
a Notary Public for the State of (0+-" ounty of
35_ t)K w--tL do hereby certify that G. i^N personally appeared
before me this day of N;tA+ and a owled e d ution of the application for
a stormwater permit. Witness my hand and official seal,
Jeanette Phillips
NOTARY PUBLIC
-- Brunswick County, NC
My Commission Expires October 17, 2023
Form SWU-101 Version Oct. 31, 2013
SEAL
My commission expires Y , 2oz':�
AUG 1 t 2022 4
BY.
Page 6 of 6 �

SUPPLEMENT-EZ COVER PAGE S�8 c9go0l
LOAD SUPPLEMENT FORMS
PROJECT
INFORMATION
1
I Project Name
Cresswind
2
Project Area ac
66.67
3
Coastal Wetland Area ac
0
4
Surface Water Area ac
0
5
1s this Project High or Loev Density?
HI h
6
Does this project use an off -site SCM?
No
COMPUANCE WITH OM A003 4
7
Width of vegetated setbacks pmvided feet
50
8
Will the vegetated setback remain ve stated?
Yes
9
If BUA is proposed in the setback does it meet NCAC 02H.1003 4 C d ?
Yes
10
Is streambank stabilization proposed on this project?
No
NUMBER AND TYPE OF SCittea
11
Infiltration System
12
Bloretentlon Cell
13
Wet Pond
3
14
Stormwater Wetland
15
Permeable Pavement
16
ISend Filter
17
Rainwaterliarvestin RWH
18
Green Roof
19
Level Spreader -Filter Strip LS-F5
20
Disconnected Impervious Surface DIS
21
Treatment Swale
22
1 Dry pond
23
StormFilter
24
Silva Cell
25
B Iter
26
Filterra
AQ SUPPLEMEE FORM I
DESIGNER CERTIFICATION
27
Name and Title:
Tim Clinkscales PE
26
Organization:
Paramounte Engineering Inc.
29
Street address:
122 Cinema Drive
30
City. State Zip:
Wilmington, NC 28403
31
Phone numbers .
910.791,6707
32
Email:
tclinkscaias paramounte-eng.com
cadEG"M Statement
I certify, under penelly of law that Ibis Supplement-EZ form and all aupportIng Informretion were prepared under my direction or supervision, that the
Information provided in the form is, to the beat of my knowledge and belief, true, accurate. and complete, and that the engineering plans,
epw4cetons, operation and maintenance agreements and +ocher supporting information are ooneistent with the Information provided here.
Signature of designer
AUG 112022
Bate

DRAINAGE AREAS
1
Is this a high density project?
Yes
2
If so, number of drainage areas/SCMs
3
3
Does this project have low density areas?
No
4
If so, number of low densit drainage areas
0
5
s a pa o 1s project suBject to previous rule
versions?
I No
CLICK TO LOAD FORM
ntire te'
;DRAINAGE AREA INFORMATION a
.ram.-.,.a�a��•�hra�u..=s��... - -- -- -
4 ' T e of SCM ; Wet Pond #1 Off -site Traffic
5
Total drainage area s ft
492 978
492,978 5,000
6
Onsite draina a area s ft
492,978
492,978 I; 5 000
7
Offsite drainage area ft
0
b 0 0
8
Total BUA in ro ect s ft 236630 sf
231630 sf
_
+ 5000 sf
9
New on su ivie o s su lec o perms ing
s ftsf
_
sf
sf
10
ew no on su ivio (subject o
ermittin sf 236630 sf 231630 sf
5000 sf
11
Offsite BUA (sq ft
12
Breakdown of new BUA not on subdivided lots:
m
- Parking (sq ft
100008 sf 100008 sf
- Sidewalk (sq ft
25765 sf 25765 sf
- Roof (sq ft
75905 sf a 75905 sf
- Roadway s ft
- Future (sq "`
29952 sf 29952 sf
13
- Other, please specify in the commen ox a ow
(sq ft
New intiltrating permeable pavement on suDdivided`
lots (sq ft
5000 sf sf
_
" 5000 sf
14
New Infiltrating permeable pavement not on
subdivided lots ft
15 1
Existing a will remain (not suDject to
permitting)s ft
16
Existing BUA that is already permitted (sq ft
17
Existing BUA that will be removed ft
18
Percent BUA
47%
—��
46-9%
00%
19
}• 20
Design storm inches
Desi n volume of SCM cu ft
"36168 of w
_ 1,5 In _ -.
,Y � � 36168 cf -
_
21
`,ADDITIONAL
_S
_
Calculation method for design volume Sill -
INFORMATION
Sim le
=22dirainage
ease use is space o provia any a i iona n o
irma ion a area(s):
= Offsite Roadway Improvements Pond is sized for entire site which
oversizing for off -site impervious
AUG 112022
BY.•_

WET POND
a area number
1
MDralna
ui redtreatmentvnlu ftlM
.:.taQIs
Yes
M 02H . 0 0
the SCMsized to treat the SW from all surfaces at buildout?
Is the SCM located awe from contaminated soils?
Yes
What are the side slopes of the SCM H:V .
3.1
6
—
Does the SCM have retaining walls, gabion walls or other engineered side
slopes?
No
7
Are the Inlets, outlets, and receiving stream protected from erosion (10-year
Yes
6
Is there an overflow or bypass for inflow volume In excess of the design
Yes tr
9
10
What Is the method fordewatering the SCM for maintenance?
Ifapplicable, will the SCMbe cleaned out after construction?
Pump referred)
Yes •7.
11
Does the maintenance access comply with General MDC 8
Yes
12
Does the drelna a easement com I with General MDC 9
13
If the SCM is on a single family lot, does (will?) the plat complywith
NIA
14
Is there an O&M Agreement that complies with General MDC (11)7
Yes
1
Is there an O&M Plan that com Iles with General MDC (12).
Yea •
1
Does the SCMfollow the devices ecific MDC?
lot
'
98
Mvi MRM R&M AM.r-pro-� eT 'ran'._w.ZXI-si-...,..'T�f�.�z�••..�
812ina method used -
e•. ,_;;. ..
SODA {, •
19
Has a sta e/stora a table been provided In the calculations?
Yes , •
20
Elevation of the excavated main pool depth (bottom of sediment removal)
36.00
,
21
Elevation of the main pool bottom (top of sediment removal) (fmsl)
37.00
22
Elevation of the bottom of the vegetated shelf fmsl
42.00
23
Elevation of the permanent pool fmsl
43.00
•
24
Elevation of the top of the vegetated shelf sl
43.00
•
25
Elevation of the temporary pool msl
44.00
•
26
Surface area of the main perrinanent pool (square feel
26550
27
Volume of the main Rarmanant pool cubic feet
92795 cf
•
28
Avara a depth of the main pool(feet)
4 50 ft
29
Aviera a de thequation used
Equation 3
•
3d
If using equation 3 main pool pedmeter feet
970.0 ft
•
31
If Using equation 3 width of subme ed van. shelf feet
610 ft
•
32
Volume of the foreba cubic feet
13035 / 4568
•
33
Is this 15-20% of the volume in the mainpool?
Yes
34
Clean -out depth forforeba nches _
12 in
•
35
_
Desl n volume cf SCM cu ft
36168 cf
•
36
Is the outlet an orifice or weir?
Orifice
•
371
If orifice orifice diameter Inches
3 in
•
38
If weir, weirhel ht inches
_
39
Ifweir weir len th Inches
s.
40
Drawdown time for the tem orapool(days)
3.0213.28
k
41
Are the Inlet(s)and outlet located in a manner that avoids short-circuiting?
Yes
42
Are berms or baffles wovided to im rove the flowpath?
Ne
43
De th offoreba at entrance Inches
�. 72 in
�-
44
De th of foreba at exit nches
12 n
•
45
Does waterflow out of the foreba in a non -erosive manner?
Yeses'
46
Width of the ve etated shelf(feet)
6 ft•
47
Slope of vecietated shelf H:V
6:1 •
48
Does the orifice drawdown from below the top surface of the permanent
Yes
49
Does the pond minimize impacts to the receiving channel from the 1 yr, 24-
Yes
50
Are fountains proposed? (If Y, please provide documentation that MDC(9) Is
No
51
Is a trash rack or otherdevlce provided to protect the outlet system?
Yes �,
•
52
Are the dam and embankment planted in non -clumping turf grass?
Yes
I
53
Species of turf that will be used on the dam and embankment
Bermuda/Cent
•
°icea.e getA
++�?.,..+�+s•*,
UI710NAL INFORMAII
- '�i s'sp ce ko provinya' ionaint'o�rma if�on'�'abo®u`tThe e
MEN use
55
ond(s):
AUG 112022 _
8j!
Wet Pond 1 9:47 PM 8/8/2022

DRAINAGE AREAS
1 1 Is this a hioh densitv Droiect? I Yes
2
If so, number of drainage areas/SCMs
3
3
Does this project have low density areas?
No
4
If so, number of low density drainage areas
0
is aurNai i Ui a 115 Niu)ecL 5uujeci iv prewou5 rwe { I
5 versions? It No
CLICK TO LOAD FORM
' DRAINAGE AREA INFORMATION
u� - �" 7G'a7fv'sus--�a.....s.+�±r,^..��S�S�►_ — _ _ -_•-'.1C esea:.�
4 Type of SCM
5 Total drainage areas ft
°�� ntiret
��
8 510
ies�-,. _
Wet Pond #2 Off -site Traffic
815,510 _. 7,500
6
Onsite drainage area (sq ft
815,510
815.510
7,500
7
Offsite drainage area (sq ft
0
0
0
8
Total BUA in promect (sq ft
391445 sf
383945 sf 7500 sf
9
New BUA on SUDaIvIdea lots su lec o perms ng
(sq ft
31500 sf
31500 sf sf
10
New not on subdivided lo s Zsubjec o
rmittin s
359945 sf f4 352445 sf 7500 sf
11
Offsite BUA (sq ft
12
Breakdown of new BUA not on subdivided lots:'
- Parking (sq ft
114931 sf 114931 sf
- Sidewalk (sq ft
51733 sf 51733 sf
- Roof (sq ft
105780 sf P! 105780 sf
- Roadway ft
36145 sf 36145 sf
- Future (sq ft
-5
43856 sf 43856 sf
- Other, please specify in tne oommen a ow
(sq ft
C.7500 sf sf 7500 sf
= 13
New InTiltrating perrneaDle pavement on Subdivided
lots (sq ft
n 14
Mew infiltrating permeal5re pavement not on
subdivided lots (sq ft
15
EjUA inalwill remain (not suBject to
permitting)s ft
FExisting
16
ExistingBUA that is alreadypermitted s ft
17
ExistingBUA that will be removed s ft
18
Percent BUA
48% 47.1 % 100%
19
Design storm inches
1.5 in
t 20
volume of SCM cu ft
_
- 70703 cf ' �70703 cf -
a - �Sim le ` Simple "
IlDesign
21
Calculation method for design volume
22
�vJit'J I I u•J.
= Offsite Roadway Improvements ; Pond is sized for entire site which
;s oversizing for off -site impervious
eftft —,%k
AUG2422
BY_�
KbN
a 1')122-

WET POND
1
Draina a area number
2
EMI _AL
3
MOC FROM 02H
•e.'�!.:�*+s�r7f'2:^�D�u3'��•�+ ,el
Is the SCMslzed to treat the SW from all surfaces at build -out?
_ 2�yS:cir '�ar�'.s�� """�-�:.- .
Yes
4
Is the SCM located awe from contaminated soils?
Yes
5
What are the side slopes of the SCM H:V ?
3:1 7
Does the SCM have retaining walls, gabion walls or other engineered side
No ?1 r
Are the iniets, outiets, and receiving stream protected from erosion (10-year
Yes
8
Is there an overflow or bypass for inflow volume in excess of the design
�
Yes
9
10
11
What is the method fordewatering the SCMfor maintenance?
If applicable, will the SCM be cleaned out after construction?
Does the maintenance access com I with Generel MDC 8 ?
Pump referred
Yes
Yes
�e
7 °
•
12
Does the drainage easement com I with General MDC v
N/A •
13
If the SCM is on a single family lot, does (will?)the plat complywith
General KM (In)?
_
NIA '.
14
Is there an O&MAgreement that complies with General MDC (11r
Yes f�+
1
Is there an O&M Plan that complies with General MDC (12)?
Yes . •
1
Doe€ the SCMfollow the devices eciirflic MDC?
Yes •
0AN
Slbn method usedHas
r11
sta a/store a table been rovld d In the calculations?
Ye •
Elevation of the excavated main pool depth (bottom of sediment removal) tfMith
37,00 r
•
21
Elevation of the main pool bottom (top of sediment removal) (fmsl)
38.00 r
22
Elevation of the bottom of the vegetated shelf fmsl
43.00
23
Elevation of the permanent pool fmsl
44.00
24
Elevation of the top of the vegetated shelf msl
44.00
25
Elevation of the temporary ool fmsl
45.00
26
Surface area of the main permanent pool (square feet
68080
27
Volume of the main permanent Pool cubic feet
258550 cf 't
28
Averalle depth of the main pool(feet)
5.20 ft
29
Average depth euation used
Equation 3
30
If using equation 3 main pool pedmeter feet
1235.0 ft
31
If using equation 3 width of submerged ve . shelf feet
6.0 ft •
32
Volume of the foreba cubic feet
40805 cf
33
Is this 15-20%of the volume in the mainpool?
Yes •
34
Clean -out depth forforeba Inches
12 in
•
35
Design volume of SCM cu ft
_
70703 cf
36
Is the outlet an orifice or weir?
orifice
_
37
If orifice odfice diameter inches
4 in
38
Ifwelr weir hei ht inches
39
If weir weir len th Inches
40
Drawdown time for the tem orapool(days)
3.2313.70
•
41
Are the 1niet(s) and outlet located in a manner that avoids short-circuiting?
Yes
. _..r
42
Are berms or baffles provided to Improve the flowPath?
No
•
43
De th of foreba at entrance inches
84 in
44
Depth offoreba at exit nches
12 in�
•
45
Does waterflow out of the foreba In a non -erosive manner?
Yes
• 1
46
Width of the ve etated shelf feet
60
• ���
47
Slope of ve etated shelf H:V
��,
6:1 a
48
Does the orifice drawdown from below the top surface of the permanent
Yes •
49
Does the pond minimize impacts to the receiving channel from the 1-yr, 24-
Yes
501
Are fountains proposed? (If Y, please provide documentation that MDC(9) Is
No je
51
Is a trash rack or other device provided to protect the outlet system?
Yes •
5
53ISDecles
Are the dam and embankment planted in non -clumping turf grass?
of turf thatwill be used on the dam and embankment
Yes
Barnuda/Cent
ntnONAt.INt=oRMA
55
a a SJr�+.tQvlaw.�r:3��
_ _
e usa is space, pace top vi a anya ai iona 'in mia i"�f on aboru"fA AJ
ponds :
Yes r
YmN
9I 11.2-
AUG l
Wet Pond 1 9:42 PM 8/8/2022

DRAINAGE AREAS
1
Is this a high density project?
Yes
2
If so, number of drainage areas/SCMs
3
3
Does this project have low density areas?
No
4
If so, number of low densitydrainage areas
0
5
s a pa o is projectsu le o previous rule
versions?
No
CLICK TO LOAD FORM
M �1 xa ssx+-, i
DRAINAGE AREA INFORMATION Entire Slte
4
1ype or 6UM gF Wet Pond #3 Off site Traffic
5
Total drainage area ft�
1,59.5,695 1,595,695 5,000
6
Onsite drainage area ft
1,595,695 p 1,595,695 j 5,000
7
Offsite drainage areas ft
0 t-0�. 0
w 8
Total BUA in project (sq ft
727261 sf
�h
1 722261 sf t 5000 sf q
New 130A on SUDGMaeU lots(subject o perms mg
k 9
s ft
327825 sf
327825 sf T
L.... sf
New no on su ivi e lots (subject o
p 10
Permitting)s
, 399436 sf 394436 sf
5000 sf
11
Offsite BUA s ft
12
Breakdown of new BUA not on subdivided lots:
- Parkin s ft99122 sf 99122 sf
- Sidewalks ft25765 sf 25765 sf .
- Roofs ft67467 sf 67467 sf
- Roadways ft123513 sf 123513 sf .
- Future 's ft 21300 sf 21300 sf .
- Other, please spec in a commentx below
s ft62269 sf 57269 sf
5000 sf
New m i ra ing permeable pavementon su rvi
lots ft
New m i ra ing permeable pavementno on
subdivided lots s ft
F'
Existing a willremain no subject o
ermittin ft
[20
ExistingBUA that is alreadypermitted s ft
ExistingBUA that will be removed s ft
Percent BUA 46%
45.2% 100%
Design storm inches 1.5 in
Desi n volume of SCM cuft 107784 cf 107784 cfCalculation
method for des n volume Simple Simple a
= Offsite Roadway Improvements Pond is sized for entire site which
:s oversizing for off -site impervious
C;
AUG 11
8Y•._

WET POND
1
Dralna a area number
3 4
ENEM MDC FROM 02H .1050
�e�:•a�a.s,.�..c-..s-.E.�.n a^�±r�r
3 Is the SCM sized to treat the SW from al I surfaces Nat build -out? Yes
4
Is the SCM located awe from contaminated soils?
Yes
5
What are the side sloi3es of the SCM (H:VP
6
Does the SCM have retaining walls, gabion walls or other engineered side
No
7
Are the inlets, cutlets, and receiving stream protected from erosion (10-year
Yes
8
Is there an overflow or bypass for inflow volume In excess of the design
Yes
9
What is the method for dewatering the SCMformaintenence7
Pump referred
10
Ifappllcable, will the SCM be cleaned out after construct on?
Yes
11
Does the maintenance access com I with General MDC 8 .
Yes
U
Does the drainage easement com I with General WC 9 ?
N/A �
13
14
15
If the SCM Is on a single family lot, does (will?) the plat complywith
Is there an O&M Agreement that complies with General MDC (11)?
Is there an O&M Plan that complies with General MDC (12)?
NIA
Yes
as
16
Does the SCMfollow the devicespecific MDC?WET
Yes
POND
Wac th . e Md cl nn licen omfe �ione��
r 97�_,..7t�e9�rtss�i �.J�ra�-rs��• ,.:
MDC FROM RJH.1053 _
_ r.�ylA'�r.�x _ _.a ,�YL�'• _
SianTmethod used
�� ' F.s•
:Yi.'-'yid �`'��bu a..- 'T..__- -
SA/DA
18
19
Has a ste e/stora a table been provided in the calculations?
Yes
20
Elevation of the excavated main pool depth (bottom of sediment removal)
37.00
21
Elevation of the main pool bottom (top of sediment removal) (fmsl)
3&00
22
Elevation of the bottom of the vegetated shelf fmsl
41.00
23
Elevation of the er manent ool sl
42.00
�-_
24
Elevation of the top of the ve etated shelf fmsl
4200
25
Elevation of the tem ore ool fmsl
43.50
26
Surface area of the main permanent Pool s uare feet
00675
27
Volume of the main ermanent ool cubic feet
187850 cf
28
Avere a de th of the main pool(feet)
3.60 ft
291Average
depth euation used
E uation 3
301
If usina equation 3 main pool perimeter(feet)
1560.0 ft
I
311
Ifusina equation 3 width ofsubmerned van. shelf feet
6.0 ft
321Volume
of the forebe cubic feet
28559 c-f
+
33
Is this 15-20% of the volume In the mainpool?
Yes
34
Clean -out depth for forebay inches
12 in
35
Desi n volume of SCM cu ft
107784 cf
36
Is the outlet an orifice or a weir?
Onfice
37
If orifice orifice diameter inches
5 in
-
38
If weir, weir height inches
391
If weir. weir len th Inches
40
Drawdown time for the temporary pool(days)
2.7/2.9
)�
41
Are the inlets) and outlet located in a manner that awids short circuiting?
Yes
l
I i
42
Are berms or baff! a
No
43
Depth of forebey at entrance Inches
84 in
44
Depth offoreba ale>d inches
12 in
45
Does water flow out of the forebay in a non -erosive manner?
Yes
46
Width of the ve etated shelf eet)
6 ft
47
48
Sloe ofveaetated shelf H:V
Does the orifice drawdown from below the top surface of the permanent
l
,r
6:1
Yes
i
w
49
Does the pond minimize impacts to the recelving channel from the 1-yr, 24-
Yes
50
Are fountains proposed? (If Y, please provide documentation that MDC(9) is
No
51
Is a trash rack or other device provided to protect the outlet system?
Yes
52
Are the dam and embankment planted in non -clumping turf grass?
Yes
I r
53
Species of turf that will be used on the dam and embankment
Bermuda/Cent
thef�ae
olbeef?beeFZ l4eR�1Dy(� dd for ��t �
6 DF7MP ORMP ON •�•1� ,*�• �
55 ease us�ie this sped prod ea a�[ `dt Iona nas ou - a i
pond(s):
Yes
ECEIVE
BYE
Wet Pand 1 8:01 PM 8/30/2022

High Density Residential Subdivisions
Deed Restrictions & Protective Covenants
In accordance with Title 15 NCAC 21-1.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, D Logan , acknowledge, affirm and agree by my signature below, that I will cause the
following deed restrictions and covenants to be recorded prior to the sale of any lot:
The following covenants are intended to ensur ongoing compliance with State Stormwater
Management Permit Number,SlA)g V.Q090 , as issued by the Division of Energy, Mineral and
Land Resources under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Energy, Mineral and Land Resources.
6. The maximum allowable built -upon area per lot is (see chart) square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
7. Each lot will maintain a 30** foot wide vegetated buffer between all impervious areas that do not drain
to the permitted system and surface waters.
**50 foot for projects located in the 20 coastal counties.
8. All runoff from the built -upon areas on the lot must drain into the penmitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swa/es to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into t,',e system are
not required to provide these additional measures.
Signature: Date: 4 t'-4
(�6 >>
a Notary Public in the
State of -I&C Cr"'A
, County of
do hereby certify that DT personally appeared
N Y NN
before me this the day of V , 20�.� and acknowledge
the Ive execution of the foregoing instrument. Witness my hand and official seal,
ission expires lJ[il1rx r lrl t ?�
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 1
SFAI
Jeanette Phillips
NOTARY PUBLIC
Brunswick County, NC
My ComrAlNlon Explroe October 17, 2023

Project Name: Cresswind
Client: D Logan
Project Number: 21166.PE
Prepared By: TGC
Date: 8/9/22
Lot/Townhome Impervious Allocation
Lot #
Allocated Impervious (sf)
1
4,500
2
4,500
3
4,500
4
4,500
5
4,500
6
4,500
7
4,500
8
4,500
9
4,500
10
4,500
11
4,500
12
4,500
13
4,500
14
4,500
15
4,500
16
4,500
17
4,500
18
4,500
19
4,500
20
4,500
21
4,500
22
4,500
23
4,500
24
4,500
25
4,500
26
4,500
27
4,500
28
4,500
29
4,500
30
4,500
31
4,500
32
4,500
33
4,500
34
4,500
35
4,500
36
4,5CC
37
4,500
38
4,500
39
4,500
40
4,500
41
4,500
J N/ 26
AUG 112022
BY:

Project Name: Cresswind
Client: D Logan
Project Number: 21166.PE
Prepared By: TGC
Date: 8/9/22
Lot/Townhome Impervious Allocation
Lot #
Allocated Impervious (sf)
42
4,500
43
4,500
44
4,500
45
4,500
46
4,500
47
4,500
48
4,500
49
4,500
50
4,500
51
4,500
52
4,500
53
4,500
54
2,475
55
2,075
56
2,075
57
2,475
58
2,475
59
2,075
60
2,475
61
2,475
62
2,075
63
2,075
64
2,475
65
2,475
66
2,075
67
2,075
68
2,475
69
2,475
70
2,075
71
2,075
72
2,475
73
2,475
74
2,075
75
2,075
76
2,475
77
2,475
78
2,075
79
2,075
80
2,475
81
2,475
82
2,075
i
PiAUC'I�
BY.�_

Project Name: Cresswind
Client:
D Logan
Project Number:
21166.PE
Prepared By:
TGC
Date:
8/9/22
Lot/Townhome Impervious Allocation
Lot #
Allocated Impervious (sf)
83
2,075
84
2,475
85
2,475
86
2,075
87
2,075
88
2,475
89
2,475
90
2,075
91
2,075
92
2,475
93
2,075
94
2,475
95
2,075
96
2,475
97
2,475
yis
2,tJ75
99
2,075
100
2,475
101
2,475
102
2,075
103
2,075
104
2,475
105
2,475
106
2,075
107
2,075
108
2,475
fizz��
AUG 1 f 2022 }