SW8160907_CURRENT PERMIT_20230609

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8j0go `�
DOC TYPE CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE ao.?3 U(, m
YYYYMMDD

„'.STATI;o,
ROY COOPER
Governor
ELIZABETH S.BISEP,
Secretary
DOUGLAS R.ANSEL NORTH CAROLINA
Interim Director Envkonmental Quality
June 9,2023
Food Lion, LLC
Attn: Jason Wilson,Manager/Senior Vice President
2110 Executive Drive
Salisbury,NC 28147
Subject: Permit Renewal
Post-Construction Stormwater Management Permit No. SW8 160907
Long Beach Crossing-Outparcel 1 and Portion of Outparcel 5
Brunswick County
Dear Mr. Wilson:
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on June 9,2023. The Division is hereby notifying you that permit SW8160907 has been
renewed, updated,and re-issued on June 8, 2023, as attached. As requested, a copy of the current operation and
maintenance agreement is also enclosed. Please be aware that the renewal and re-issuance of this stormwater
permit does not imply that the site is currently in compliance.
This permit shall be effective until August 21,2030 and does not supersede any other agency permit that may be
required. The project shall be subject to the conditions and limitations as specified therein. This permit does not
impose new or increased stormwater control requirements; it clarifies the rules and requirements of this program
to provide you with a better understanding of your obligations under this permit. Failure to comply with these
requirements will result in future compliance problems. Please note that this permit is not transferable except
after notice to and approval by the Division.
If any parts, requirements,or limitations contained in this permit are unacceptable,you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAR 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.NCOAR.com.Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Ashley Smith in the Wilmington Regional
Office, at(910) 796-7215 or [e-mail].
Sincerely, nn
C W
Douglas R. Ansel,Interim Director
Division of Energy,Mineral and Land Resources
Enclosures: Attachment A—Designer's Certification Form
Attachment B—Built-Upon Area Allocation
Attachment C—Permitting History
copy of the Renewal Application Documents
Copy of the current operation and maintenance agreement
DES/ams: \\\Stormwater\Permits&Projects\2016\160907 HD\2023 06 permit 160907
cc: Pete Dykema,AIA;261 West Bute Street;Norfolk,VA 23510
Wilmington Regional Office Stormwater File
® Q North 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 28405
910.796.7215
wmH.w�ouNn

Post-Construction Stormwater Management
Permit No. SW8160907
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST-CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Food Lion, LLC
Long Beach Crossing— Outparcel 1 and a portion of Outparcel 5
4891 Long Beach Road(NC HWY 133), Southport, Brunswick County
FOR THE
construction, operation and maintenance of one (1) Contech Stormfilter, one (1) area of excluded
redevelopment, and the construction of impervious areas with runoff to be treated in an offsite
permitted stormwater facility in compliance with the provisions of 15A NCAC 2H .1000 and Session
Law 2008-211 (hereafter referred to as the "stormwater rules') 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. The stormwater
runoff from the areas to be treated in an offsite permitted stormwater facility will be routed to a wet
detention pond operated and maintained by VNC — Southport, LLC under the terms and conditions set
forth in the latest version of Permit No. SW8 140614.
This permit shall be effective from the date of issuance until August 21, 2030 and shall be subject to
the following specified conditions and limitations. The permit issued shall continue in force and effect
until the permittee files a request with the Division for a permit modification, transfer, renewal, or
rescission; however, these actions do not stay any condition. The issuance of this permit does not
prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or
terminating the permit for cause as allowed by the laws, rules, and regulations contained in Title 15A
NCAC 2H.1000 and NCGS 143-215.1 et.al.
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
2. The onsite stormwater system has been approved for the management of stormwater runoff
as described in Section 1.9 of this permit. The runoff associated with the offsite portions of this
project has been approved to be discharged into the offsite stormwater system permitted
under the latest version of SW8 140614.
Page 1 of 7

Post-Construction Stormwater Management
Permit No. SW8160907
3. The runoff from all built-upon area within the permitted drainage areas of this project must be
directed into the permitted stormwater control measures, either onsite or offsite. The drainage
areas associated with the onsite stormwater control measure labeled West Pond, the area of
excluded redevelopment, and the area being treated in an offsite stormwater facility have been
approved for 202,976, 50,855, and 18,425 square feet of built-upon area, respectively. The
amount of built-upon area allocated to the offsite portion by Stormwater Management Permit
No. SW8 140614 is limited to 18,425 square feet and therefore no additional built-upon area is
available for future development within the offsite portion.
4. The maximum built-upon area allowed for the entire subdivision is 272,256 square feet.
5. The drainage areas will be limited to the amounts of built-upon area indicated in Sections 1.3,
1.4, 1.10, and 1.11 of this permit, and per approved plans. This permit does not provide any
allocation of built-upon area for future development.
6. A 30' wide vegetative buffer must be provided and maintained adjacent surface waters,
measured horizontally from and perpendicular to the normal pool of impounded structures, the
top of bank of both sides of streams and rivers and the mean high water line of tidal waters.
7. A vegetated filter strip is not required for the Contech Stormfilter; however, all discharges into
and through the vegetated buffer must provide diffuse flow. A level spreader is being provided
to achieve the diffuse flow requirement.
8. All runoff being directed into wetlands shall flow into and through those wetlands at a non-
erosive velocity.
9. Prior to the discharge of stormwater runoff from any lot into the approved stormwater system,
the permittee shall ensure that the owner of the lot has obtained a separate Offsite Stormwater
Management Permit.
10. The following design elements have been permitted for the pond storage and Contech
Stormfilter stormwater facility. These design elements must be provided in the system at all
times.
a. Drainage Area, acres: 4.99
Onsite, ft2: 217,537
Offsite, ft2: 0
b. Total Impervious Surfaces, ft2: 202,976
Onsite, ft2: 202,976
Offsite, ft2: 0
c. Design Storm, inches: 1.5"
d. Storage Pond Permanent Pool Elevation, FMSL: 10.0
e. Storage Pond Temporary Storage Elevation, FMSL: 12.0
f. Permitted Storage Volume, ft3: 18,984
g. TSS removal: 85%
h. Number of Contech Stormfilter Cartridges: 53
i. Cartridge Height, inches: 18
j. Stormfilter Bottom Elevation, FMSL: 8.0
k. Seasonal High Water Table, FMSL: 10.0
1. Bypass Weir Elevation, FMSL: 12.0
m. Predevelopment 1 yr-24 hr. discharge rate, cfs: 0.34
n. Postdevelopment 1 yr-24 hr. discharge rate, cfs: 0.77
o. Design Storm Draw Down Rate, cfs: 0.15
p. Max Treatment Flow Rate, cfs 10.52
q. Receiving Stream/River Basin: Jump & Run Creek/Cape Fear
r. Stream Index Number: 18-88-9-3-2
s. Classification of Water Body: "Sc, Sw"
Page 2 of 7

Post-Construction Stormwater Management
Permit No. SW8160907
11. The redevelopment portion of this project, Drainage Area 3, is excluded from State Stormwater
permitting requirements under the following conditions: 1) The project must be constructed as
shown on the plans submitted to this Office, 2) the proposed impervious area of 50,855 square
feet does not exceed the existing impervious area of 126,061square feet; and 3) The proposed
stormwater control, directing the roof runoff to a proposed level spreader and forested filter
strip, provides equal protection of surface waters as the existing stormwater control, which is
the piped collection and discharges directly into Jump and Run Creek.
II. SCHEDULE OF COMPLIANCE
1. Per S.L. 2012-200, Part VI. NCDEQ shall not require the use of stormwater retention ponds,
stormwater detention ponds, or any other stormwater control measure that promotes standing
water in order to comply with the FAA Advisory Circular No. 150/5200-33B at public airports
that support commercial air carriers or general aviation services, and at development projects
within 5 miles of those airports. This project is being permitted consistent with S.L. 2012-200
and a copy of the permit is being forwarded to the Brunswick County Airport Commission who
may elect to adjudicate the permit.
2. This permit, as well as the location of the vegetated buffer and the built-upon areas shown on
the approved plans, is contingent upon the permittee obtaining the necessary approvals and
permits from US Army Corps of Engineers and/or the Division to pipe a portion of Jump and
Run Creek as shown on the plans. If the other approvals and permits are not obtained this
may impact the location of the vegetated buffer and the extent of the built-upon areas shown
on the state stormwater approved plans. Any changes made to the plans in order to obtain
these other permits will require a plan revision or modification to this state stormwater permit.
This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
3. The offsite portion of this permit is issued contingent on the construction of the permitted
offsite stormwater system being complete and in compliance with the conditions of permit
number SW8 140614, issued to VNC — Southport, LLC on February 24, 2017, as subsequently
revised, modified, transferred, or renewed. Prior to the construction of any built-upon area
associated with this permit, the offsite permittee shall have constructed, operated, maintained,
and certified the offsite stormwater management system in compliance with SW8 140614.
4. This lot is limited to the amount of built-upon area specified in Section 1.3 of this permit, and as
reported on the application, the supporting calculations and as shown on the approved plans.
The project must maintain a built-upon area less than or equal to the amount permitted under
Stormwater Permit No. SW8 1040614. A total built-upon area in excess of the maximum
allowed amount will require a modification to SW8 140614 prior to construction.
5. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built-upon surface.
6. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately. If the stormwater system is used as an Erosion Control device, it
must be restored to design condition prior to operation as a stormwater treatment device, and
prior to occupancy of the facility.
7. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 160907, as issued by the Division of
Energy, Mineral and Land Resources under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
Page 3 of 7

Post-Construction Stormwater Management
Permit No. SW8160907
d. 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.
e. Alteration of the drainage as shown on the approved plans may not take place without
the concurrence of the Division of Energy, Mineral and Land Resources.
f. The maximum imperious area per lot is as follows:
Lot# Maximum Amount of
Impervious Area s
1 225,076
This allotted amount includes any impervious 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. Impervious 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.
g. All runoff from the impervious areas on the lot must drain into the permitted system.
This may be accomplished through providing roof drain gutters, which drain to the pond
or street, grading the lot to drain toward the street or directly into the pond, or grading
perimeter swales and directing them into the pond or street.
h. Impervious area in excess of the permitted amount will require a permit modification.
i. All affected lots shall maintain a 50' wide vegetative buffer adjacent to surface waters,
measured horizontally from and perpendicular to the normal pool of impounded
structures, the top of bank of each side of streams and rivers and the mean high water
line of tidal waters.
j. 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 G.S. 143, Article 21.
k. Each lot within the subdivision whose ownership is not retained by the permittee, must
submit a separate Offsite Stormwater Management Permit application package to the
Division of Energy, Mineral and Land Resources and receive a permit prior to any
construction on the lot.
8. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of
the date of recording the plat, and prior to selling lots. The recorded copy must contain all of
the statements above, the signature of the Permittee, the deed book number and page, and
the stamp/signature of the Register of Deeds.
9. The permittee shall at all times provide the operation and maintenance necessary to assure
that all components of the permitted stormwater system function at design condition. The
approved Operation and Maintenance Agreement is incorporated by reference into this permit
and must be followed in its entirety and maintenance must occur at the scheduled intervals.
10. The permittee is responsible for keeping the stormwater collection system within the lot
property boundaries clear of trash, debris and sediment, and must control the sediment on
the lot in accordance with the requirements of the NC Erosion and Sediment Control
Design Manual. The permittee shall follow the minimum maintenance procedures and
intervals for the lot's built-upon areas and its stormwater collection / conveyance system as
indicated in the Operation and Maintenance agreement.
11, The permittee shall maintain and repair or replace any of the components of the lot's
stormwater collection and conveyance system such that the lot's runoff is captured and
adequately conveyed to the stormwater system.
12. 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.
Page 4 of 7

Post-Construction Stormwater Management
Permit No. SW8160907
13. The facilities shall be constructed, operated and maintained in accordance with the provisions
of this permit, the approved plans and specifications, and the supporting documents attached
to this permit and on file with the Division.
14. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, the permittee shall cause a certification from an appropriate
designer for the system installed to be submitted, certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation. Any deviations from the approved plans and specifications must
be noted on the Certification. A modification may be required for those deviations.
15. All stormwater collection and treatment systems must be located in either public rights-of-way,
dedicated common areas or recorded easements. The final plats for the project will be
recorded showing all such rights-of-way, common areas and easements, in accordance with
the approved plans. Access to the stormwater facilities for inspection and maintenance shall
be maintained via appropriate recorded easements at all times.
16. 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 revised plans and certification in
writing to the Director that the changes have been made.
17. 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), the stormwater collection system and/or vegetative
conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or landscaping
material to be considered a permeable surface that were not included in the approved
plans and specifications.
g. Other modifications as determined by the Director.
III. GENERAL CONDITIONS
1. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by this
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.
2. 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 Title 15A NCAC
02H.1045(3).
Page 5 of 7

Post-Construction Stormwater Management
Permit No. SW8160907
3. 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.
4. 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,
v. The assignment of declarant rights to another individual or entity,
vi. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214.7(c2);
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site inspection
will be conducted by Division personnel to ensure the permit conditions have been met and
that the project and the on-site stormwater system complies with the permit conditions.
Records of maintenance activities performed to date may be requested. Projects not in
compliance with the permit will not be transferred until all permit and/or general statute
conditions are met.
5. COMPLIANCE. The permittee is responsible for compliance with the terms and conditions of
this permit until the Division approves the transfer request.
a. 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.
b. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property
during normal business hours to inspect all components of the permitted project.
c. 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.
d. 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
e. 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.
Page 6 of 7

Post-Construction Stormwater Management
Permit No. SW8160907
f. OTHER PERMITS. The issuance of this permit does not preclude the permittee from
complying with and obtaining any other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or ordinances,
which may be imposed by any other Local, State or Federal government agency having
jurisdiction. Any activities undertaken at this site that cause a water quality violation or
undertaken prior to receipt of the necessary permits or approvals to do so are considered
violations of NCGS 143-215.1, and subject to enforcement procedures pursuant to NCGS
143-215.6.
Permit renewed, updated and reissued this the 8th day of June 2023.
NORTH CAROLIIN/A ENVIRONMENTAL MANAGEMENT COMMISSION
l./YL �74
,Douglas R. Ansel, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 160907
Page 7 of 7

Post-Construction Stormwater Management
Permit No. SW8160907
Attachment A
Long Beach Crossing — Outparcel 1 and portion of Outparcel 5 Page 1 of 2
Stormwater Permit No. SW8 160907
Brunswick County
Designer's Certification
I, as a duly registered in the State of
North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the project,
(Project)
for (Project Owner) hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the project construction such that the
construction was observed to be built within substantial compliance and intent of the approved plans
and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number
Date
Page 1 of 2

Post-Construction Stormwater Management
Permit No. SW8160907
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built-
upon area.
3. All the built-upon area associated with the project is graded such that the runoff drains
to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting of the
system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a forebay, and
the vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.
16. All components of the stormwater system are located in either recorded
common areas, or recorded easements.
CC' NCDEQ-DEMLR Wilmington Regional Office
Brunswick County Building Inspections
Page 2 of 2

Post-Construction Stormwater Management
Permit No. SW8160907
Attachment B
Master Permit No. SW8 140614
Lot# from Drains to Offsite Permit No. Date Issued Offsite Project Name Allocated Proposed
Master Permit BUA BUA
1 West n/a —stormwater system located on lot 38,783 0
Pond
Long Beach Crossing —
5 West SW8 140614 2/24/2017 Outparcels 3, 4, and 5 47,180 47,180
Pond and portion of Outparcel
1
Page 1 of 1

Attachment C-Permitting History
Long Beach Crossing OutparceI 1 and Portion of Outparcel5
Permit No.5W8160907
Appeal Permit Action RIMS Description of the Changes Modified Plan Sheets
High Density Contech Storrmfilter Project,an Area of Redevelopment,and Area served by an Offsile
System-construction,operation and maintenance of one(I I Contech Stormfilter,one(1)area of
excluded redevelopment,and the construction of impervious areas with runoff to be treated in an offsite
permitted stornwater facility in compliance with the provisions of 15A NCAC 2H.1000 and Session
Law 2008-211.231be onsite slormwater system has been approved for the management of stormwatef
runoff as described in Section 1.9 of this permit. The runoff associated with the offsite portions of this
project has been approved to be discharged into the offsite storrawater system permitted under the latest
version of S W8 140614.The runoff from all built-upon area within the permitted drainage areas of this
project must be directed into the permitted storrnwaler control measures,either onsite or offsite.The
2/24/1017 Original 1.0 drainage areas associated with the onsite stormwater control measure labeled West Pond,the area of
Approval excluded redevelopment,and the area being treated in an offsite stornwater facility have been approved
for 202,976,50,855,and 18,425 square feet of built-upon area,respectively. The amount of built-upon
area allocated to the offsite portion by Slormwater Management Permit No.SW8 140614 is limited to
18,425 square feet and therefore no additional built-upon area is available for future development within
the offsite portion.The maximum built-upon area allowed for the entire subdivision is 272,256 square
feet.The following modifications are included and covered by this permit
1.The subdivision from the area originally approved under,SW8 140614.
2..Since project is being split in two and the stormwater control measures associated with this
portion are not changing,the erpiradoo date is remaining consistent with the original permit
6/8/2023 Renewal 2.0
Page 1 of 1

Permit Number: t/
(to be provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC, 1993). Forested filter strips do not require this type of maintenance.
Once a year, the soil will be aerated if necessary.
Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potentialproblem: How I will remediate theproblem:
The entire filter strip Trash/debris is present. Remove the trash/debris.
system
The flow splitter device The flow splitter device is Unclog the conveyance and dispose
(if applicable) clogged. of any sediment off-site.
The Flow splitter device is Make any necessary repairs or
damaged. replace if damage is too large for
repair. � p
EGEI V
SEP 01 2WO
Form S WU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page I of l

BMP element: Potentialproblem: How I will remediate theproblem:
The swale and the level The swale is clogged with Remove the sediment and dispose
lip sediment. of it off-site.
The level lip is cracked, Repair or replace lip.
settled, undercut,eroded or
otherwise damaged.
There is erosion around the Regrade the soil to create a berm
end of the level spreader that that is higher than the level lip, and
shows stormwater has then plant a ground cover and
bypassed it. water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun Remove them.
to grow on the swale or just
downslo e of the level lip.
The bypass channel Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is Study the site to see if a larger
damaged or ripap is rolling bypass channel is needed (enlarge if
downhill. necessary). After this,reestablish
the erosion control material.
The filter strip Grass is too short or too long Maintain grass at a height of
if applicable . approximately three to six inches.
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on Remove the sediment and
the filter strip. restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated. Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is Remove vegetation by hand if
choking out desirable species. possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality local Regional Office,or the
outlet. 401 Oversight Unit at`919-733-1786.
C itr MG' @9 E
SEP 01 201u
Form S WU401-Level Spreader, Filter Strip,Restored Riparian Buffer O&M-Byv f 2

' Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Long Beach Crossing
BMP drainage area number:93
Print name:
Title: �n.\`�a.w� t �t\I
Address: a\\o `L tag. tie Sa��.s K3 L Z 1�I4 S
Phone: -)< �-J- \4 2°IlL
Signature:
Date: 9\"�
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
�1,IW,,�11anjC e I t �(j1&&r) a Notary Public for the State of
''fN1 tM1in0J County of &U)m , do hereby certify that
11
/�OSvi' personally appeared before me this YUA
day of AAQau and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
=� N0TARy x
_ 13 PUBLIC ci
10 2:
� HCook
�ttil I i tt���
SEAL
G ^ ECIEIVE
My commission expires 0 I
SEP 01 201a
8Y:_ —_
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

L. Permit Number: r ) /I�D�6 1
i
(to he provided by OWQ)
StormFilter Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BMP.
Important maintenance procedures:
- The drainage area will be carefully managed to reduce the sediment load to the
StormFilter.
- The sedimentation chamber or forebay will be cleaned out whenever sediment depth exceeds
six inches.
The StormFilter system will be inspected quarterly. Records of operation and maintenance will be kept
in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be
repaired immediately.
BMP element: Potentialproblem: How I will remediate theproblem:
Entire BMP "Crash/debris is present. Remove the trash/debris.
Adjacent pavement(if Sediment is present on the Sweep or vacuum the sediment as soon as
applicable) pavement surface. possible.
Flow diversion structure The structure is clogged. Unclog the conveyance and dispose of any
sediment offsite.
The structure is damaged. Make any necessary repairs or replace if
damage is too large for repair.
StormFilter Cartridges Cartridges not performing as Replace cartridges per manufacturer's
designed -see Contech I&M recommendations.
document to determine if cartridge
maintenance is required.
Outlet device Clogging has occurred. Clean out the outlet device. Dispose of
the sediment offsite.
The outlet device is damaged Repair or replace the outlet device.
Receiving water Erosion or other signs of damage Contact the NC Division of Water
have occurred at the outlet. Quality 401 Oversight Unit at 919-733-
1786.
EGEIVE .
SEP 01 201i
BY:— —

t
Permit Number:
(fa be provided by UWQ)
All other operation and maintenance activities should be in accordance with Contech's StormFilter
Inspection and Maintenance Procedures document. Any problems that are found shall be repaired
immediately. I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above and have received and understand Contech's
StormFilter Inspection and Maintenance Procedures document. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Long Beach Crossing
BMP drainage
� k 1�area
, numbber:DA#1 - West Pond
Print name: � ' q
Title: 1�k - ,el nn.. l u
Address: a\\o erti 1ti �C aaNys
Phone: )AO 4k
Signature:
�5
Date:���\b
Note: The legally responsible party should not be a homeowners association unless more than 50%of the lots
have been sold ands as resident of the subdivision has been named the president.
I> kk A'Saun , a Notary Public for
for the State of ( (Q t
County of 0M , doo hereby certify that /V11Nk co Ay
personally appeared before me this_aq�t day of Aiaust —*nd acknowledge the due
execution of the forgoing sand filter maintenance requirements. Witness my hand and official seal,
HIJAc/'
�s
= tee z
NOTARY
PUBLIC Q
0� ?
CO11N����`�
SEAL
My commission expires
EGEP. !4
SEP Q 1 2N
BY:-------

Permit No. `� f0J`107
(io he provided by DEW]?)
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
OFF—SITE SYSTEM SUPPLEMENT
17OR DEVELOPMENT DRAINING TO PERMITTED OFF-SITE TREATMENT SYSTEMS
This forru may be photocopied for use as an original
DEMLR Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
off-site system Supplement for each off-site stormwater treatment system, appropriate supplement forms for any
on-site stormwater treatment systems, and plans and specifications showing all stormwater conveyances and
drainage details for the project.
1. PROJECT INFORMATION
Project Name : Long Beach Crossing - Food Lion
Contact Person: Phone Number: ( )
Is all drainage from the project directed to the off'site system? (check one): ❑ Yes ® No
11. OFF-SITE SYSTEM INFORMATION (please complete the following in
e �ry
ystem
that will treat runoff from your project): n e
DEC 2 2
Permit No. �� NQ41y
Project Name:Long Beacli Crossing - VNC Southport
Type of System (wet pond, infiltration basin, etc.):Wet pond
Lot No. (if part of a subdivision):Portion of Lot 1
Uu un4n
How much built upon area draining to the permitted treats c�af� w �4een allocated to this
project?18,425 SF S
SEAL
III. REQUIRED ITEMS CHECKLIST - 025503
Prior to issuing an off-site permit, verification of the fol 'A.Alt flon most be provided. Initial in the
space provided to indicate that the fa t1 llowing requirements ��i� ellbL'�iT met and supporting documentation is
attached. lfthe applicant has designated an agent in the Stormwater Management Permit Application Form, the
agent may initial below. If a requirement has not been met, attach justification.
Form SW401-Off-Site System-Rev.I Page I of 2

A' ants Initials
a. Deed restrictions limiting the built-upon area on the site have been recorded.
b. Engineers certification for the existing off-site system has been submitted to DEMLR.
c. There are no outstanding Notices of Violation for the off-site system.
d. Off-site system is in compliance with the issued permit.
IV. STORMWATER COLLECTION SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time.
2. Accumulated sediment and trash will be removed from the collection system as necessary. Swales and
ditches will be reseeded or sodded following sediment removal.
3. Eroded areas of swales and ditches will be repaired and reseeded. Swales and ditches will be revegetated as
needed based on monthly inspections.
4. The collection system, including catch basins, curb cuts, velocity reduction devices, and piping, will be
inspected monthly or after every significant runoff producing rainfall event. Trash and debris will be
cleared away from grates, curb cuts, velocity reduction devices, and piping.
5. The collection system may not be altered in any way without prior approval from NCDENR Division of
Energy, Mineral and Land Resources.
I acknowledge and agree by my signature below that I am responsible for maintaining the stormwater collection
system in accordance with the five maintenance procedures listed above. I agree to notify DEMLR of any
problems with the system or prior to any changes to the system or responsible party.
Print Name and Title:Dominic A Visconsi, Jr. , Manager, VNC - Southport, LLC
Address:30050 Chagrin Boulevard Suite 360 Pepper Pike Ohio 4412
Phone:[phone] Date: lLJ
Signature:
Note: The legally responsible party should not be a homeowners association unless more than 50%of the lots have been sold and a
resident of the subdivision has been named the president.
ffi �L/ ,a Notary Publi for hIIe State of U County of
do hereby certify that N personally appeared before me this*
day o I W and acknowledge the due execution of t e orgoing document including the stonnwater
collection s ste aintenance requirements. Witness my hand and official seal,
"Fl1AL
p�P' SEy' THERESA M. BALES
NOTARY PUBLIC f ECEIVE 1
• = STATE OF OHIO Notary ublic
+R.• ,,:- Recorded in (� I SEP 0 120113
`n Geauga County My commission expires=l
•, `ev�.Yt�bmm.Exp.9/21/2020 Page 2 of 2

_ Permit Number:
(to be provided by DlVQ)
Drainage Area Number:_
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC, 1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year,soil pH will be tested and time will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potentialproblem: How I will remediate theproblem:
The entire filter strip Trash/debris is present. Remove the trash/debris.
system
The flow splitter device "the flow splitter device is Unclog the conveyance and dispose
(if applicable) clogged. of any sediment off-site.
The flow splitter device is Make any necessary repairs or
damaged. replace if damage is too large for
repair. g� p
EGEI i9 E
SEP 012010
BY:-�--
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev3 Page I of 1

:i
BMP element: Potentialproblem: How I will remediate theproblem:
The swale and the level The swale is clogged with Remove the sediment and dispose
lip sediment. of it off-site.
The level lip is cracked, Repair or replace lip.
settled,undercut,eroded or
otherwise damaged.
There is erosion around the Regrade the soil to create a berm
end of the level spreader that that is higher than the level lip,and
shows stormwater has then plant a ground cover and
bypassed it. water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun Remove them.
to grow on the swale or just
downslo e of the level lip.
The bypass channel Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully,and then
reestablish proper erosion control.
Turf reinforcement is Study the site to see if a larger
damaged or ripap is rolling bypass channel is needed (enlarge if
downhill. necessary). After this, reestablish
the erosion control material.
The filter strip Grass is too short or too long Maintain grass at a height of
if applicable). approximately three to six inches.
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer a2plication.
Sediment is building up on Remove the sediment and
the filter strip. restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated. Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is Remove vegetation by hand if
choking out desirable species. possible. If pesticide is used,do not
allow it to get into the receiving
water.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality local Regional Office,or the
outlet. 401 Oversi ht Unit
SEP 01 2016
BY:_----------
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 2

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Long Beach Crossing
BMP drainages/area numbe`r::#-Il
Print name"
Title: rwnu U?�uk� �45fl )
Address: 3 \0 !40d"A'-" -'%A\;� skolijn NL t7'Gy4g
Phone: Cl
Signature: t- Z
Date: OO ;L 1Wb
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold
(and
na resident of the subdivision has been named the president.
I, - u A. 'At r) a Notary Public for the State of
A f' L (Q�1 AO.J , County of UU)CLn do hereby certify that
t 'kwE' �� ll personally appeared before me this
day of u �, and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
Ir
>`t N n TA R y °y
MU13LIC V\
COO
E(::EIVE
SEAL
$�P U 2Gi6
My commission expires
1
BY:-------
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

uenecr ME,Mr:c.
Date Received Fee Paid Permit Number
2 0 505 -
SW
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398(SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 160907
2. Project name: Long Beach Crossing - Outparcel 1 and portion of Outparcel 5
3. Project street address: 4891 Long Beach Rd.
City: Southport County: Brunswick ZIP
28461
4. What, if any, changes have been made to the project as permitted? Interior Remodel Only
If the project has changed from the original approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at: https://deg.nc.gov/about/divisions/energy-
m i neral-Ian d-resources/energy-m inera I-land-rules/stormwater-pros ram/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
orthe Permit Transferform available at. https://deg.nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: Food Lion, LLC
2. Signing Official's Name: Jason Wilson
3. Signing Official's Title: Senior-Vice President
4. Mailing Address: 2110 Executive Drive
City: Salisbury State: NC ZIP : 28147
5. Street Address: 2110 Executive Drive
City: Salisbury State: NC ZIP : 28147
6. Phone: [phone] Email: iason.wison(o)retailbusinessservices.com
ri
CEINIE
ll 112123
By
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate,bEMLR`eRegional bfficd,(Coastal, SA Waters)or DEMLR
Central Office(Urbanizing Areas Ph 2, USMP, No Coastal HQW/ORW): Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
V 1. A permit application processing fee of$505.00 payable to NCDEQ.
2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation-a principle executive officer of at least the level of vice-president;
b. Limited Liability Company(LLC)-a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity-a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership-the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a-e above authorizing the
signature of another entity.
3. One hard copy and one electronic copy of recorded documents required by the original permit that
- - have not yet been received by DEMLR, including:deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
V 4. O&M Agreements, Please select one:
❑ 1 have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file_with the peimit;or
1 do not havea,cgpy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
5. Designer Certifications, Please select one:
❑ A copy of the certification(s)confirming that the project was built in accordance with the
'.approved plans have'been previously provided to tfie'Dwision;or
- .
El of the certification(s)confirming thaftHe 0'R 6ct5kgib0ilt in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
7. [IF APPLICABLE]When the permittee is a corporation or a limited liability corporation(LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation,which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
- _r
httns//wwwsosncoov/orikne+seivices/searchiliG title/ Busine Reaistrafion;
Stormwater Permit Renewal Application Form Page 2 of 3 May 11,2018

s
C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate.DEM1R:Realonal"Office_ (Coastal, SA Waters)or DEMLR
Central Office(Urbanizing Areas Ph 2, USMP, Non-Co HQW/ORW)."Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
1. A permit application processing fee of$505.00 payable to NCDEQ.
2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation—a principle executive officer of at least the level of vice-president;
b. Limited Liability Company(LLC)—a manager or company official as those terms are defined
in G.S. 57D"North Carolina Limited Liability Company Act;"
c. Public Entity—a principal executive officer, ranking official, or other duty authorized employee;
d. Partnership or limited partnership—the general partner;
e. Sole proprietor;or
f. Letter of authorization signed by one of the signatories noted in a—e above authorizing the
signature of another entity.
3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
.-- 4. O&M Agreements, Please select one:
❑ 1 have a copy,of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on fd Nth the perms or
I do not have;a.copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
5. Designer Certifications,Please select one:
❑ A copy of the certification(s)confirming that the project was built in accordance with the
approved plans have:been previously provided to tare Division;or
❑ 'A'copy of the certification(s)confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
7. [IF APPLICABLE]When the permittee is a corporation or a limited liability corporation(LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
hops:/hvwwisosncidov/6iilme services/searchibv title/ Business R6giitii3tion.
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
I, , the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site(or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built-upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct and,/moo nplete. 1
Signature: (/1 ^ Date: � 1 3 IZ—
NOTARIZATION:
v C
1, I &�,LS�Sei,�. � u�� a Notary Public for the State of
NDuli cAK.y( 4y/ County of WIJA-7-i , do hereby certify
that 0A<JN-,1 VJ ILs(kJ personally appeared before me
this the 3�17 day of 20 L3 , and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal) �``Q`SAULrr���"i��
'G
Z�H
` c
QJc C=
Notary Signature:`��h = of�o �� z
My commission expires of L O
NOR1 NGO\\
ECEI V E
MAY 0 5 2023
BY:�
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

. , O< IAfFgIVVq�/
w� �rN.
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER -VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out,printed, initialed,and submitted.
li?P,ROJECTIINEORMATION_ - - ' -' IiiIIIIII
Project name Long Beach Crossing
Contact name Richard A.Moore _
_
Phone number 1910-343-1048
Date June 23,2014- '
Drainage area number Drainage Area#3 EiiisBeg.BUA Cswep:,.,_
Il.10 DESIGW,INEOR TION
The purpose of the LS-VFS Other- below,
Stormwater enters LS-VFS from ,The drainage area
Type of VFS ,Wooded stomiwater setback(slope"<5%)r
Explanation of any'Othef responses above ,The level spreader is being used to provide,equal or better protection'lhammnoH from
;existing BUA that is being removed. -
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area I "50,855. <.. f?
Impervious surface area - 50.855 fe
Percent impervious 100.00 .%
Rational C coefficient I- 0,98.
Peak flow from the 1 inlhr stone 1.14 ds
Time of concentration L_ 5.00, min
Rainfall intensity,10-yr stem ( 7.23 inlhr
Peak flow from the 10-yr storm 8.27 cfs
Design storm )10-yearstorm -
MaximumamountofflowdirectedtotheLS-VFS L, 7.74 cis - /14'4I r< r-L�P.w ArS CA tsu L4,YO U:11'r_,,,3(r
Is a flow bypass system going to be used? y N -- rk(Y or N) 4-+7tT1�o.Fio rJ W"�ni4sGrS' :C.�.�riA/E`
Explanation o1 any'Other'responses above
If Stormwater Enters the LS-VFS from a BMP Do not complete this section of the form
Type of BMP 'Pick one - -
Peak discharge from the BMP during the design storm 1� ` - cfs
Peak discharge from the BMP during the 10-year storm cfs Do not complete this section of the form.
Maximum capacity of a 100400t long LS-VFS 2 cis
Peak flow directed to the LS-VFS - ,cis Do not complete this section of the form.
Is a now bypass system going to be used? ,. (Y or N)
Explanation of any"Other responses above
ft
CE1 VIE
AUG 18 2014 = I 025 38
l l`f
'p'Cyy INE�
- Illlrrlllllllrllr
Form SW401-LS-VFS-29June2012-Rev.10 page 1 of 3

L -VFS Design
Forebay surface area 0 at it Forebay is undersized.
Depth of forebay,at stormwater entry point 0 _ in
Depth of forebay at slormwater exit point - 0 in Too shallow.
Feet of level lip needed per cfs 50 fVcls -
Computed minimum length of the level lip needed 571 it The flow is too high for a 100-fool level spreader.
Length of level lip provided 60 it Level spreader is too shod to handle the flow.
Width of VFS 33 It
Elevation at downslope base of level lip 16.00 fmsl
Elevation at the end of the VFS that Is farthest from the LS 12.00 Intel
Slope(from level lip to the end of the VFS) 12.12 % VFS is too sleep.
Are any draws present in the VFS? N (Y or N) CK
Is there a collector Swale at the end of the VFS? N (Y or N)
Bypass System Design(if applicable)
Is a bypass system provided? N .(Y or N)
Is there an engineered flow splitting device? I (Y or N)
Dimensions of the channel(see diagram below):
M h
B fl
W fl
y(flow depth for 10-year storm) ft
freeboard(during the 10-yearstorm) If
Peak velocity in the channel during the 10-yr storm fusec _
Channel lining material Tick one:
Does the bypass discharge through a wetland? (Y or N)
Does the channel enter the stream at an angle? '(Y or N)
Explanation of any"Other'responses above
w
r
.
' Y(dlvhue the 10•yr stone)
S4
ECEI N C
AUG 1 1 2014
BY:
Form SW401-LS-VFS-Mune2012-Rev.10 page 2 of 3

{i ';REQLIIRED)ITEMS.CHECKLIST'
EDIT Please Indicate the page or plan sheet numbers where the supporting documentation can be found. An Incomplete submittal package will
result In a request for additional Information. This will delay final review and approval of the project. Initial in the spare provided to indicate the
following design requirements have been met. If the applicant has designated an agent,the agent may initial below. If a requirement has not been
met,attach justification.
Requrled Item: dais Page or plan sheet number and any notes:
1. Plans(1'-50'or larger)of the entire site showing: C G " { 1 SOT V
-Design at ultimate build-out,
-Off-site drainage(if applicable),
-Delineated drainage basins(Include Rational C coefficient per basin),
•Forebay(it applicable),
-High flow bypass system, j
•Maintenance access, I
•Proposed drainage easement and public right of way(ROW),and
-Boundaries of drainage easement.
2. Plan details(P 33,�,ry�la�)for the level spreader showing: IC.A I C(T L of
•Forebay(ff appliesb�;
•High flow bypass system,
-One foot lope lines between the level lip and lop of stream bank,
•Proposed drainage easement,and
•Design at ultimate build-out.
1,41's berxaw. CG— S, tdwt IS
3. Section view of the level spreader showing: ,
•Underdreln system(if applicable),
-Level lip,
-Upslope channel,and
-Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations(B applicable). PP
5. A construction sequence that shows how the level spread w I�a protected from L,(.J.T ut ,J It. 1 S'
sediment until the entire drainage area Is stabilized.
6 If a non-engineered VFS Is being used,then provide a photograph of the VFS showing
that no draws are present.
7. The supporting calculations.
B. A copy of the signed and notarized operation and maintenance(08M)agreement. 1
A CEG ryt' E
AUG 1 1 2014
r
Form SW401-LS-VFS-29June2012-Rov.10 page 3 of 3

Permit Number: 1�
(to be provided by DWQ)
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
AA401 CERTIFICATION APPLICATION FORM of WATBg0
NC �'�'�sNTE STORMFILTER SUPPLEMENT h
ENGINEERED SOLUTIONS o
This form must be filled out on line,printed and submitted with all of the required information.
Make sure to also fill out and submit the Required Items Checklist Section III and the 0&M A reement
I. PROJECT INFORMATION -
Project name Long Beach Crossing
Contact name Richard A.Moore
Phone number 910-343-1048
Date 8/8/2014
Drainage area number Drainage Area#1 -West Pond
II. DESIGN INFORMATION
Site Characteristics
Drainage area(AD) 217,537.00 ft2 OK
Impervious area 202,976.00 ft2
%Impervious OA) 93.3% %
Design rainfall depth(Ro) 1.50 in
Peak Flow Calculations
1-yr,24-hr runoff depth 4.10 in
1-yr,24-hr intensity 0.17 in/hr
Pre-development 1-yr,24-hr runoff 0.34 ft3/sec
Post-development 1-yr,24-hr runoff 0.77 Osec
Pre/Post 1-yr,24-hr peak control 0.43 ft3/sec e
Storage Volume
Design volume(WQV) 24,194.41 ft'
Adjusted water quality volume(WQVAa) 18,145.80ft3 OK
Volume contained before filter 18,984.00 ft' — SL-e .$tx P,PLe M I�m1 T A L Ctio-LG 2
Runoff Coefficient(Rv) 0.89 (unitless)
Mass loading calculations
Mean Annual Rainfall,P 54.00 in
Agency required TSS%removal 85,00%
Percent Runoff Capture(%capture) 90,00%
Event Mean Concentration of Pollutant,EMC 70.00 m /I (Suggestion:Use 60 for residential,70 for Commercial,100
9 for Industrial)
Filter System
Cartridge height 18.00 in
Specific Flow Rate,q 7.50 gpm/ft'
SHWT elevation 10.00 ft amsl
Bottom of the StormFilter vault elevation 8.00 ft amsl
Clearance (dsHwr) -2.00
Time to drain the StormFilter(t) 78.48hours OK. Submit drainage calculations. — fCErfv-ePPLEMLNtY
Time to drain the StormFilter(t) 3.27 days 1
SUMMARY
Maximum Treatment Flow Rate,cfs 10.52
Number of Cartridges 84.00
DoeAdditional volume
excess
���I O�
Does volume in excess of the design volume bypass the filter? Y Y or N OK iv
Is an off-line Flow-splitting device used? Y Y or N OK e
If draining to SA waters:Does volume in excess of the design volume flow Y or N AUG 1 2014
evenly distributed through a vegetated filter?
What is the length of the vegetated filter? 30.00 ft 8Y.-
Does the design use a level spreader to evenly distribute flow? Y Y or N OK
Is the BMP located at least 30ft from surface waters(50ft if SA waters)? Y Y or N OK
Are the vegetated side slopes equal to or less than 3:1 Y Y or N OK
Is the BMP located in a recorded drainage easement with a recorded access N Y or N Insufficient ROW location.
easement to a public Right of Way(ROW)?
Form SW401-StormFilter-Rev.1 2012Aug Parts I and II.Project Design Summary,Page 1 of 1

Permit No.
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal
package will result in a request for additional information. This will delay final review and approval of the project. Initial
in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent,
the agent may initial below. If a requirement has not been met, attach justification.
Initials Pagel Plan
Sheet No.
!� CG. IJI
LQA 1. Plans (1" = 50'or larger)of the entire site with labeled drainage area boundaries
-System dimensions (length, width, and depth)for the filter chamber,
-Maintenance access,
-Flow splitting device,
-Proposed drainage easement and public right of way(ROW),
-Design at ultimate build-out,
-Off-site drainage(if applicable), and
�" -Boundaries of drainage easement.
4c nA CJU�-5b2,2. Plan details(1"=30'or larger)for StormFilter showing:
-System dimensions (length, width, and depth),
-Maintenance access,
-Flow splitting device,
-Vegetative filler strip dimensions and slope(if SA waters),
-Proposed drainage easement and public right of way(ROW),
- Design at ultimate build-out,
-Off-site drainage(if applicable),and
-Boundaries of drainage easement.
3. Section view of the StormFilter Vault(114" = "0"or larger)showing:
-Depth(s)of the vault containing StormFilter cartridges,
-Number of cartridges,
-Cartridges specifications,
-SHWT elevation, and
-Outlet pipe.
4.A soils report that is based upon an actual field investigation and soil borings. The results of the soils
report must be verified in the field by DWO, by completing&submitting the soils investigation request
form. Countv soil mans are not an acceptable source of soils information.
5. Supporting calculations(including drainage calculations)
6. Signed and notarized operation and maintenance(0&M)agreement
7. A copy of the deed restrictions(if required).
Ell EQVG
AUC i 1 2014
BY:
Form SW401-Sand Filter-Rev.5 2009Sept17 Part III, Page 1 of 1

5\Prt t H�
Ibo907
of warf9
o� oc
.NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER-VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out,printed,initialed,and submitted.
1 4 - TA'1f. _ -y..
I: PROJECT;INFORMATION „' .... , ,�
Project name Long Beach Crossing
Contact name Richard A.Moore
Phone number 910-343-1048
Dale August8,2014
Drainage area number Drainage Area#1-West Pond
II..'DESIGNIINF;ORMATION .
The purpose of the LS-VFS Buffer Rule: Diffuse Flow
Stonnwater enters LS-VFS from A BMP
Type of VFS Protected riparian buffer(slope<5%)
Explanation of any"Other'responses above
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area ffx Do not complete this section of the form.
Impervious surface area fix Do not complete this section of the form.
Percent impervious % Do not complete this section of the form.
Rational C coefficient Do not complete this section of the form.
Peak flow from the 1 inlhr storm cfs Do not complete this section of the form.
Time of concentration min Do not complete this section of the form,
Rainfall intensity,10-yr storm inlhr Do not complete this section of the form.
Peak flow from the 10-yr stone ds Do not complete this section of the form.
Design storm
Maximum amount of flow directed to the LS-VFS CIS Do not complete this section of the form.
Is a flow bypass system going to be used? (Y or N) Do not complete this section of the form.
Explanation of any'Other"responses above
If Stormwater Enters the LS-VFS from a BMP
Type of BMP Wet detention pond
Peak discharge from the BMP during the design storm 0.15 cis SEE SUPPLE M.E47olt-L- C1VLC ck
Peak discharge from the BMP during the 10-year storm 0,17 ds
Maximum capacity of a 100-toot long LS-VFS 2 cfs
Peak flow directed to the LS-VFS 0.17 cis
Is a flow bypass system going to be used? Y (Y or N)
Explanation of any'Other'responses above
�GEu V
AUG 1 1 2014
By:---
Form SW401-LS-VFS-29June2012-Rev.10 page i of 3

LS-VFS Design
Forebay,surface area 0 sq it No forebay is required.
Depth of forebay at stomwater entry point 0 in
.Geplh of forebay at storrnwater exit point 0 in Too shallow.
Feet of level lip needed per cfs 50 fucfs
Computed minimum length of the level lip needed 9 it Ten feet is the minimum level spreader length.
Length of level lip provided 10 ft
Width of VFS 42 it Width of VFS is not adeqate.
Elevation at downslope base of level lip 8.00 frost
Elevation at the end of the VFS that is farthest from the LS 7.00 fmsl
Slope(from level lip to the end of the VFS) 2.38 %
Are any draws present in the VFS? N (Y or N) OK
Is there a collector Swale at the end of the VFS? N (Y or N)
Bypass System Design(if applicable)
Is a bypass system provided? Y (Y or N)
Is there an engineered flow splitting device? Y (Y or N) Please provide plan details of flow splifter&supporting talcs.
Dimensions of the channel(see diagram below):
M 3.00 tt
B 5.00 ft
W 17.41 ft SEt 0TJA. 4X-J
y(flow depth for 10-year storm) 0.40 It
freeboard(during the 10-year stonn) 2.60 ft
Peak velocity in the channel during the 10-yr storm 3.50 ft/sec
Channel lining material Grass
Does the bypass discharge through a wetland? N (Y or N)
Does the channel enter the stream at an angle? Y (Y or N)
Explanation of any'Other'responses above
%V
w
tieebavJ i I'll iuu,the 10-ct siouu
V(during the I0-}'rstouu)
l 1
\I \I
R y
ECEIVE
AUG 1 2014
BY:
Form SW401-LS-VFS-29June2012-Rev.10 page 2 of 3

III. REQUIRED ITEMS CHECKLIST
EDIT.Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the
following design requirements have been met. If the applicant has designated an agent,the agent may initial below. If a requirement has not been
met,attach justification.
Requried Item: Is Page or plan sheet number and any notes:
1. Plans(1"-50'or larger)of the entire site showing: `a— C C Vol
-Design at ultimate build-out,
-Off-site drainage(if applicable),
-Delineated drainage basins(include Rational C coefficient per basin),
-Forebay(if applicable),
-High flow bypass system,
-Maintenance access,
-Proposed drainage easement and public right of way(ROW),and
Boundaries of drainage easement. •���/� /�
2. Plan details(1'=30'or larger)for the level spreader showing:
-Forebay(if applicable), V�
-High flow bypass system,
-One foot topo lines between the level lip and top of stream bank,
-Proposed drainage easement,and
-Design at ultimate build-out, pp
3. Section view of the level spreader(1"=20'or larger)showing: ��'� �"S GCT- Sv It
-Underdrain system(if applicable),
-Level lip,
-Upslope channel,and
Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations(if applicable). ram.
'RAn5. A construction sequence that shows how the level spreader will be protected from !_
sediment until the entire drainage area is stabilized.
6. If a non-engineered VFS Is being used,then provide a photograph of the VFS showing
that no draws are present.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance(09M)agreement.
ECEIVE
JUL 2 8 M4
BY:---
Form SW401-LS-VFS-29June2012-Rev.10 page 3 of 3

State Stormwater Management Systems
Permit No. SW8 140614
Long Beach Crossing Page 1 of 2
Stormwater Permit No. SW8 140614
Brunswick Countv
Designer's Certification
1,aLAACx� A. A , as a duly registered
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
Lsar�C�
(Project)
for �„«yjy �, r �.f-r (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications: µn _
qA JAN 2 5 2013
BY:----- — —
Signature SEAL
Registration Number Q��S`�� A
Date W
AL
i 025503
�iCA 'eNGMLr��'
;yq��p A;10 ,.
Paae 12 of 13

State Stormwater Management Systems
Permit No. SW8 140614
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of impervious area.
3. All the impervious area associated with the project is graded such that the
runoff drains to the system.
✓ 4. All roof drains are located such that the runoff is directed into the system.
ve 5. The outlet/bypass structure elevations are per the approved plan.
// 6. The outlet structure is located per the approved plans.
..-_7. Trash rack is provided on the outlet/bypass structure.
Z 8. All slopes are grassed with permanent vegetation.
.0/ 9. Vegetated slopes are no steeper than 3:1.
✓ 10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
✓ 11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DEMLR Regional Office
Brunswick County Building Inspections
Page 13 of 13