SW8140614_Current Permit_20230823

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ROY COOPER � j� H`
Governor
ELIZABETH S.BISER - „-
Secretory
DOUGLAS R.ANSEL NORTH CAROLINA
Interim Director Environmental Quality
August 23rd,2023
VNC-Southport,LLC
Attn: Dominic Visconsi,Manager
30050 Chagrin Blvd.,#360
Pepper Pike, Ohio 44124
Subject: Permit Renewal
Post-Construction Stormwater Management Permit No. SW8140614
Long Beach Crossing—Outparcels 3,4,5 and a portion of Outparcel 1
Brunswick County
Dear.Mr.Visconsi:
The Division of Energy,Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on August 22nd,2023. The Division is hereby notifying you that permit SW8140614 has been
renewed,updated,and re-issued on August 23rd,2023,as attached.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 21st,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
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 Logan Inman in the Wilmington Regional Office,
at(910)796-7215 or [e-mail]
Sincerely,
C,Prthi , /fr� F"
x Douglas R.Ansel,Interim Director
Division of Energy,Mineral and Land Resources
Enclosures: Attachment B—Master Table
Attachment C—Permitting History
copy of the Renewal Application Documents
DES/lwi: \\\Stormwater\Permits&Projects\2014\140614 HD\2023 08 permit 140614
cc: Wilmington Regional Office Stormwater File
North Carolina Department.of Environmental Quality I Division of Energy,Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington.North Carolina 28405
NORTH CAROLINA
Depsnmed e Environmental way 910,796.7215

Post-Construction Stormwater Management
Permit No. SW 8140614
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 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
VNC— Southport, LLC
Long Beach Crossing— Outparcels 3, 4, and 5 and a portion of Outparcel 1
4891 Long Beach Road (NC HWY 133), Southport, Brunswick County
FOR THE
construction, operation and maintenance of one (1) wet detention pond and the construction of built-
upon 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 Contech Stormfilter operated and
maintained by Food Lion, LLC under the terms and conditions set forth in the latest version of Permit
No. SW8 160907.
This permit shall be effective from the date of issuance until August 21st, 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 subdivision is permitted for 3 lots, each limited to a maximum amount of built-upon area
as indicated in Section 11.8 (f) of this permit.
Page 1 of 8

Post-Construction Stormwater Management
Permit No. SW 8140614
3. The onsite stormwater system has been approved for the management of stormwater runoff
as described in Section 1.11 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 160907.
4. 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 East Pond and the area
being treated in an offsite stormwater facility have been approved for 151,725 and 46,294
square feet of built-upon area, respectively. The amount of built-upon area allocated to the
offsite portion by Stormwater Management Permit No. SW8 160907 is 47,1880 square feet
and therefore 884 square feet of built-upon area is available for future development within this
offsite portion.
5. The maximum built-upon area allowed for the entire subdivision is 198,905 square feet.
6. The drainage areas will be limited to the amounts of built-upon area indicated in Sections 1.4,
1.5, and 1.11 of this permit, and per approved plans. This permit does not provide any
allocation of built-upon area for future development.
7. 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.
8. A vegetated filter strip is not required for the wet detention pond; 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.
9. All runoff being directed into wetlands shall flow into and through those wetlands at a non-
erosive velocity.
10. 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.
Page 2 of 8

Post-Construction Stormwater Management
Permit No. SW 8140614
11. The following design criteria have been permitted for the wet detention pond and it must be
provided and maintained at the design condition.
a. Drainage Area, acres: 4.64
Onsite, ft2: 183,875
Offsite, ft2: 18,425
b. Total Built-Upon Area, ft2: 151,725
Onsite, ft2: 133,418
Offsite, ft2: 18,307
c. Average Pond Design Depth, feet: 5.0
d. TSS Removal Efficiency: 90%
e. Design Storm, inches: 1.5
f. Permanent Pool (PP) Elevation, FMSL: 8.5
g. Permitted PP Surface Area, ft2: 11,054
h. Temporary Storage Elevation, FMSL: 9.9
i. Permitted Storage Volume, ft3: 18,381
j. Predevelopment 1 yr-24 hr. discharge 9.64
rate, cfs:
k. Controlling Orifice, inch 0 pipe: 2.0
I. Orifice Flow Rate, cfs: 0.07
m. PP Volume, ft3: 44,903
n. Forebay Volume, ft3: 8,669
o. Maximum Fountain Horsepower: 1/6
p. Receiving Stream/River Basin: Jump & Run Creek/
Cape Fear
q. Stream Index Number: 18-88-9-3-2
r. Classification of Water Body: Sc, Sw
II. SCHEDULE OF COMPLIANCE
1. Per S.L. 2012-200, Part VI. NCDENR 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. 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 160907, issued to Food Lion, 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 160907.
3. This lot is limited to the amount of built-upon area specified in Section 1.5 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 160907. A total built-upon area in excess of the maximum
allowed amount will require a modification to SW8 160907 prior to construction.
4. 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.
5. 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.
Page 3 of 8

Post-Construction Stormwater Management
Permit No. SW 8140614
6. The permittee shall review all lot plans for new construction and any subsequent modifications
and additions, for compliance with the conditions of this permit. The permittee shall not
approve any lot plans where the maximum allowed built-upon area has been exceeded, or
where revisions to the grading or to the storm drainage system are proposed unless and until
a permit modification has been approved by the Division.
7. The permittee is responsible for the routine monitoring of the project for compliance with the
built-upon area limits, grading, and the storm drainage system established by this permit, the
permit documents, the approved plans, and the recorded deed restrictions. 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.
8. 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 140614, 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.
d. The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the Division.
e. Alteration of the drainage as shown on the approved plans may not take place without
the concurrence of the Division.
f. The maximum built-upon area (BUA) per lot is as follows:
Lot # Maximum Amount of
BUA Area (sf)
3 94,517
4 38,783
5 47,180
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.
g. All runoff from the built-upon 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. Built-upon area in excess of the permitted amount will require a permit modification.
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 and receive a permit prior to any construction on the lot.
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Post-Construction Stormwater Management
Permit No. SW 8140614
9. 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.
10. 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.
11. 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.
12. 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 control measure.
13. 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.
14. Decorative spray fountains are allowed in the pond, subject to the following criteria:
a. The minimum permanent pool volume is 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool surface.
c. Separated units, where the nozzle, pump and intake are connected by tubing, may be
used only if they draw water from the surface in the deepest part of the pond.
d. The fountain may not be placed into the forebay.
e. The falling water from the fountain must be centered in the main pond, away from the
shoreline.
f. The maximum horsepower for a fountain in this pond is 1/6 horsepower.
15. 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.
16. 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.
17. 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.
18. 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.
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Post-Construction Stormwater Management
Permit No. SW 8140614
19. 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.
g. Any modification to the approved plans and specifications, regardless of size including
the SCM(s), BUA, details, etc.
h. Redesign or addition to the approved amount of BUA or to the drainage area.
i. 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.
j. 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.
k. The construction of any allocated future BUA.
I. 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.
m. 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).
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.
Page 6 of 8

• Post-Construction Stormwater Management
Permit No. SW 8140614
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.
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 23rd day of August 2023.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
2i2
x Douglas R. Ansel, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 140614
Page 7 of 8

• Post-Construction Stormwater Management
Permit No. SW 8140614
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
East Long Beach Crossing —
1 Pond SW8 160907 2/24/2017 Outparcel 1 and portion of 18,425 18,425
Outparcel 5
East
3 94,517
Pond
East
4 n/a—Wet detention pond located on lot 38,783
Pond
West
5 n/a—currently covered under this permit 47,180 46,294
Pond
Page 8 of 8

Attachment C-Permitting History
Long Beach Crossing Outparcel 3 4 5 and Portion of Outparcel 1
Permit No.SW8 140614
Approval
Permit Action Version
Description of the Changes Modified Plan Sheets
High Density Commercial Subdivision Project with an Area of Redevelopment-construction,operation
and maintenance of one(1)Contech Stormfilter located on Lot 1,one(1)wet detention pond located on
Lot 4,and one(1)area of excluded redevelopment also located within Lot 1. This project as proposed
has been found in compliance with the provisions of 15A NCAC 2H.1000 and Session Law 2008-211.. 1,2.1,1(of 1),G002,
Original The runoff from all impervious areas within the permitted drainage areas of this project must be directed CX101,CD101,CS 101-
8/21/2014 1.0 into the permitted stormwater control systems.The BMPs associated with Drainage Areas I,2,and 3 101A,CG101-102,
Approval include a Contech Stormfilter,a wet detention pond,and an area of excluded redevelopment, CS501,CE501,CG501-
respectively,and have been designed to treat the runoff from 202,976,151,725,and 50,855 square feet of 503
impervious area,respectively.The subdivision is permitted for 4 lots,each limited to a maximum amount
of impervious area as indicated in Section 11.13(f)of this permit.The maximum impervious area
allowed for the entire subdivision is 405,556 square feet.
Ownership Change and Return of Applications-construction,operation and maintenance of one(1)
Contech Stormfilter located on Lot 1,one(1)wet detention pond located on Lot 4,and one(1)area of
excluded redevelopment also located within Lot 1. This project as proposed has been found in
compliance with the provisions of 15A NCAC 2H.1000 and Session Law 2008-211.1.The runoff from
all impervious areas within the permitted drainage areas of this project must be directed into the
3/17/2016 Minor 1.1 permitted stormwater control systems.The BMPs associated with Drainage Areas 1,2,and 3 include a
Modification Contech Stormfilter,a wet detention pond,and an area of excluded redevelopment,respectively,and
have been designed to treat the runoff from 202,976,151,725,and 50,855 square feet of impervious area,
respectively.The subdivision is permitted for 4 lots,each limited to a maximum amount of impervious
area as indicated in Section 11.13(f)of this permit.The maximum impervious area allowed for the entire
subdivision is 405,556 square feet.
High Density Subdivision Project and Project served by an Offsite System-construction,operation and
maintenance of one(1)wet detention pond and the construction of built-upon 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.The stormwater runoff from the areas to be treated in an offsite
permitted stormwater facility will be routed to a Contech Stormfilter operated and maintained by Food
Lion,LLC under the terms and conditions set forth in the latest version of Permit No.SW8 160907.The
subdivision is permitted for 3 lots,each limited to a maximum amount of built-upon area as indicated in
Section 11.9(f)of this permit.The onsite stormwater system has been approved for the management of
stormwater runoff as described in Section I.11 of this permit. The runoff associated with the offsite
Major portions of this project has been approved to be discharged into the offsite stormwater system permitted EX-1
2/24/2017 Modification 1.2 under the latest version of SW8 160907. 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 East
Pond and the area being treated in an offsite stormwater facility have been approved for 151,725 and
46,294 square feet of built-upon area,respectively.The amount of built-upon area allocated to the offsite
portion by Stormwater Management Permit No.SW8 160907 is 47,1880 square feet and therefore 884
square feet of built-upon area is available for future development within this offsite portion.The
following modifications are included and covered by this permit:
1.The subdivision of the originally permitted area. The subdivided portion,which includes the
Contech Stormfilter and area of redevelopment,is now covered under SW8 160907.
8/23/2023 Renewal 2.0 Expires:8/21/2030
Page 1 of 1

Permit Number: Svc
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin 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.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
n does FI does not incorporate a vegetated filter at the outlet.
This system (check one):
n does Fl does not incorporate pretreatment other than a forebay.
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 embankme F C E I V E
After the wet detention pond is established,it should be inspected once mope} TO 2014
within 24 hours after every storm event greater than 1.0 inches (or 1.5 he-s-lf in a
Coastal County). Records of operation and maintenance should be kep ay.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 wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin 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.
Vegetation is too short or too Maintain vegetation at a height of
long. approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potential problem: How I will remediate the problem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to
swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
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
show that pruning is needed practices
to maintain optimal plant
health.
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 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.
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50% of the area. and control the algal growth.
Cattails,phragmites or other Remove the plants by wiping them
invasive plants cover 50% of with pesticide(do not spray).
the basin surface.
flECEPVE
JUN 3 0 2014
BY:
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potential problem: How I will remediate the problem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
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 Division of
damage have occurred at the Water Quality Regional Office,or
outlet. the 401 Oversight Unit at 919-733-
1786.
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.
When the permanent pool depth reads 6.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 6.5 feet in the forebay,the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
v Permanent Pool Elevation 8.5
Sediment Removal E .2.0 I Pe anen Pool
Volume Sediment Removal Elevation 2_0 Volume
Bottom Elevatio 1_0 t -ft Min.
Sediment Bottom Elevation 1.0 2 1-ft n.
Storage Sediment
Storage
FOREBAY MAIN POND
flECE1VEfl
JUN302014
Form SW401-Wet Detention Basin O&M-Rev.4 BY: Page 3 4
i

Permit Number:
(to be provided by DWQ)
r 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:2
Print name: Dominic A. Visconsi, Jr.
Title: ! A`//J 4 G f w G iit, Wt...,46 :.-
Address:30050 Chagrin Boulevard, Suite 360 Pepper Pike, Ohio 44124
Phone:[phone]
Signature: 7/N,NA__.. avi ,N,
Date: te4.!_2__ c.J, 07(9/V
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.
I, �../A.,4 u,C.��,) 70�U fa Notary Public for the State of
6 , County of _ , do hereby certify that - 0
6m i,c3►` G /Y Pis
. a o�S i personally appeared before me this `J 7-4-
day of ,cO/ , and acknowledge the due execution of the
forgoi et detention basin maintenance requirements. Witness my hand and official
seal, �C, c,e_e.-i.c��J . `� e77��
ocas� 4 s ,,._ FRANCINE M. LOTARSK
`_ Notary Public, State of Ohio
°N .`.f �o My Commission Expires 7/21/2017
�--wrF® Q =,> Recorded in Geauga County
SEAL
My commission expires 0 7�c L//02 Q / 7 ECEIVE
il JUN 3 0 2014 I)
BY:
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Permit Number: 5u1 (clocQk I
(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: Potential problem: How I will remediate the problem:
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.
11 ECEIVE
JUL 2 8 2014
Form SWU401-Level Spreader,Filter Strip,Restored Riparian Buffer O&M-Ret3.X' age o

BMP element: Potential problem: How I will remediate the problem:
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
downslope 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.
flECEIVE
JUL 2 8 2014 it)
Form SWU401-Level Spreader,Filter Strip,Restored Riparian Buffer O&M-Rev.3 BY: Page 2 of 3

,
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:2
Print name:Dominic A. Visconsi,Jr.
Title:Managing Member
Address:30050 Chagrin Boulevard, Suite 360 Pepper Pike, Ohio 44124
Phone:[phone]
Signature: Pam-- a ufrGtv.._,v..
Date: i,,,
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.
I, Fie ►0 ej,v E M. Lo iii 2.S/u; a Notary Public for the State of
ccii t b'-' County of 0 14� a cs t , do hereby certify that
�,,�qq U�kt) ; nit , 1 SGcAUSi , personally appeared before me this&3,t -
day of ,02e*1, and acknowledge the due execution of the
forgoin ilter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
;�r,,RopC ,
:,o ,.0 `�9', FRANCINE M. LOTARSKI
;_ '.a Notary Public, State of Ohio
_* *_ y
=,�',, ..rt „`-moo,, My Commission Expires 7/21/2017
`=.,wi.. dzs Recorded in Geauga County
--...1;-‘464.(4a.-- / , ‘076Liz,z.--/-z-(= riCEIVE0
SEAL JUL 2 0 201'4
My commission expires 0 7/e�-//0W/7 BY:
Form SWU401-Level Spreader,Filter Strip,Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

Permit No. 5\i•rt (t{o(o1q
(to be provided by DEI%4LR)
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
FOR DEVELOPMENT DRAINING TO PERMITTED OFF-SITE TREATMENT SYSTEMS
This form 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.
I. PROJECT INFORMATION
Project Name : Long Beach Crossing- VNC Southport
Contact Person: Dominic Visconsi, Jr., Manager Phone Number: [phone]
Is all drainage from the project directed to the off-site system? (check one): I I Yes ® No
II. OFF-SITE SYSTEM INFORMATION (please complete the following information for the off-site system
that will treat runoff from your project):
Permit No. 54 U D0907
Project Name:Long Beach Crossing - Food Lion
Type of System(wet pond, infiltration basin, etc.):Wet Pond with Proprietary System
Lot No. (if part of a subdivision):Lot 5 ,1
4 iicgi.y$
How much built upon area draining to the permitted treat t• `'.r�Vn allocated to this
project?47,180 SF o 4./ i,
S: rah_ '� 1V
025503\
III. REQUIRED ITEMS CHECKLIST =� w
id, _/°.`bw. (,
.- ' ems
Prior to issuing an off-site permit, verification of the follov(r , a Oati,°on must be provided. Initial in the
space provided to indicate that the following requirements have been met and supporting documentation is
attached. If the applicant has designated an agent in the Stormwater Management Permit AAp li i the
agent may initial below. If a requirement has not been met, attach justification. ((ear' AA
fEC 22016
Form SW401-Off-Site System-Rev.1 Page 1 of 2 BY'

A cants 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: , — c °W •
C
Address: ( 9(.0 CA: ---- 1 • \,) Vk."� MC- a 1�S.�C)y NV)Phone: V0 J3 2- Date: g\r,2,4W,
Signature: Z ,
Note: The legally responsible part s Id 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.
I,_,- %c.e tA• • On ,a Notary Public for the State of �C' CAR)1i(lt,.County of n
r ,do hereby certify that COS k �.U,` personally appeared before me this c
day of r , c O( (p ,and acknowledge the due eecution of the forgoin i t tlia�n�t rmwater
i t collection system pia nance requirements. Witness my hand and official seal, �+ 9�
fJ a
q ��1 Y 69 ' �4°a BY:
ota Public
`� FP/a I
SEAL My commissio expires
0 ..
Form SWO7 iVF0 i'8�. '�\' Page 2 of 2
c
/0t!1110\

DEMLR USE ONLY
Date R ceiv Fee Paid _ Permit Number
-�/1 r;22 ©�7i �� `"� / 6 /
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 140614
2. Project name: Long Beach Crossing - Outparcels 3, 4, 5 and a portion of Outparcel 1
3. Project street address: 4891 Long Beach Road
City: Southport County: Brunswick ZIP :
28461
4. What, if any, changes have been made to the project as permitted? None
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: https://deq.nc.gov/about/divisions/energy-
mineral-land-resou rces/energy-mineral-land-rules/stormwater-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://deq.nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-proqram/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: VNC-Southport, LLC
2. Signing Official's Name: Dominic A. Visconsi, Jr.
3. Signing Official's Title: Manager
4. Mailing Address: 30050 Chagrin Blvd., #360
City: Pepper Pike State: Ohio ZIP :
44124
5. Street Address: same
City: State: ZIP :
6. Phone: (alb ) 'L(oL -G5SO Email: dav_j(4 v:s cons:. Co,r►
tECEIV`
JUL212023
BY:__.
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non-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:
Pr'`Jn.\ 1. A permit application processing fee of$505.00 payable to NCDEQ.
1 2. One original signed hard copy and one electronic copy of this completed form. The signing official
PLeiiro i5 11 named on this application to represent the current permittee must meet one of the following:
peck 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.
N/A 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.
1 4. O&M Agreements, Please select one:
® I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; 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.
�l 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 the 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.
,
0�v t% 6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
PR.etivu$� signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
Ot-e vi'd-ece inspected, and that they have been built and maintained in accordance with the permit.
DPiv 1A 7. [IF APPLICABLE]When the permittee is a corporation or a limited liability corporation (LLC):
Po'l��c$W 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
1012_0e tt,ed Section C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.gov/online services/search/by title/ Business Registration
'c E 1
Y JUL 2 1 2023 �.
BY:
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PRMITTEE'S CERTIFICATION
I, IA W� N c. /A - S © io Sl /,heperson legally responsible for the permit, certify that I have
( l �{ ` G � 9 Y P
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 complete.
Signature: POY144-, Ov -15vvi-r Date: l - / / -�
NOTARIZATION:' �i
I, `, o N'N 7 51}J ibil /5►y 1 /� , / , a Notary Public for the State of
0 if?0 1 � , County of C.,(�y/4 #T 0 6A , do hereby certify
that `�0111101e, /-. \v ( TON `S 11 Se / personally appeared before me
this the 17 -i- In day of 01 (,( ,t--./ , 20 a 3 , and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal) •
Notary Signature: (1/1209-' ' >LX-14--)9
My commission expires 5 —a-62 " R 4f
d„`�, t A�wa,,,
9� Donna J.Swidarski
a* _-i —i,* Resident Summit County
•,,.4,: Notary Public,State of Ohio
s`- :x?,`:��,�.,�.p IMy Commission Expires 05/26/2024
°qT�0 F�„`��'
FECEWE
e •
[i JUL 2 1 2023
BY:
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Permit No. J °s I-1R.J(tILj
(to be provided by DWQ)
AirtirAh
NCDENR p
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out,printed and submitted.
The Required Items Checklist(Part Ill)must be printed,filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Long Beach Crossing
Contact person Richard A.Moore
Phone number 910-343-1048
Date 5/18/2014
Drainage area number Drainage Area#2-East Pond
II. DESIGN INFORMATION
Site Characteristics
Drainage area 202,300 ft2
Impervious area,post-development 151,725 ft2
% 0impervious 75.00 0
Design rainfall depth 1.5 in
Storage Volume: Non-SA Waters
Minimum volume required 18,333 ft3
Volume provided 18,381 ft3 OK,volume provided is equal to or in
excess- of volume required.
Storage Volume: SA Waters S l;l U.( LB/1 CN `A\ c kLc s 1; `,
1.5"runoff volume ft3 t� C`_S
Pre-development 1-yr,24-hr runoff ft3 AG1 AGE CA-LC
Post-development 1-yr,24-hr runoff ft3
Minimum volume required ft3
Volume provided ft3
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr storm peak flow required? N (Y or N)
1-yr,24-hr rainfall depth 4.1 in
Rational C,pre-development 0.40 (unitless) E c
Rational C,post-development 0.74 (unitless)
Rainfall intensity:1-yr,24-hrstorm 5.19 in/hr OK AUGr �,A
Pre-development 1-yr,24-hr peak flow 9.64 ft3/sec
C�
Post-development 1-yr,24-hr peak flow 17.84 ft3/sec r
Pre/Post 1-yr,24-hr peak flow control 8.20 ft3/sec BY.
Elevations
Temporary pool elevation 9.90 fmsl
Permanent pool elevation 8.50 fmsl
SHWT elevation(approx.at the perm.pool elevation) 8.50 fmsl
Top of 10ft vegetated shelf elevation 9.00 fmsl
Bottom of 10ft vegetated shelf elevation 8.00 fmsl
Sediment cleanout,top elevation(bottom of pond) 2.00 fmsl
Sediment cleanout,bottom elevation 1.00 fmsl
Sediment storage provided 1.00 ft
Is there additional volume stored above the state-required temp.pool? Y (Y or N)
Elevation of the top of the additional volume 9.9 fmsl OK
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Parts I.&II.Design Summary,Page 1 of 2

Permit No.
(to be provided by DWQ)
II. DESIGN INFORMATION
Surface Areas
Area,temporary pool 14,299 ft2
Area REQUIRED,permanent pool 10,823 ft2
SA/DA ratio 5.35(unitless)
Area PROVIDED,permanent pool,Aperm_poo, 11,054 ft2 OK
Area,bottom of 10ft vegetated shelf,Abot_she„ 9,147 ft2
Area,sediment cleanout,top elevation(bottom of pond),Abot_pond 3,881 ft2 c hi c_. p,0,,A ,J r,l1. i„1 c t j4, (� h� 41��
Volumes Cte i
Volume,temporary pool 18,381 ft3 OK
Volume,permanent pool,Vperm_pooi 44,903 ft3
Volume,forebay(sum of forebays if more than one forebay) 8,669 ft3
Forebay%of permanent pool volume 19.3% % OK
SA/DA Table Data
Design TSS removal 90%
Coastal SA/DA Table Used? Y (Y or N)
Mountain/Piedmont SA/DA Table Used? N (Y or N)
SA/DA ratio 5.35 (unitless)
Average depth(used in SA/DA table):
Calculation option 1 used?(See Figure 10-2b) N (Y or N)
Volume,permanent pool,Vpem,yeo, 44,903 ft3
Area provided,permanent pool,Apem,jooi 11,054 ft2
Average depth calculated ft Need 3 ft min.
Average depth used in SA/DA,day,(Round to nearest 0.5ft) ft
Calculation option 2 used?(See Figure 10-2b) Y (Y or N) S 5 u P p LEm E f�l a 1 T'A L C /6,-LC S O LI
Area provided,permanent pool,Apen_pod 11,054 ft2 1
Area,bottom of 10ft vegetated shelf,Abot_shell 9,147 ft2
Area,sediment cleanout,top elevation(bottom of pond),Abot_pond 3,881 ft2
"Depth"(distance b/w bottom of 10ft shelf and top of sediment) 6.00 ft
Average depth calculated 4.90 ft OK
Average depth used in SA/DA,day,(Round to down to nearest 0.5ft) 5.0 ft OK
Drawdown Calculations f�,
Drawdown through orifice? Y (Y or N) _ SEE b(Z AW�J39 KI CA L-C S
Diameter of orifice(if circular) 2.00 in -
Area of orifice(if-non-circular) in2 ON s u P PL 0`/1 TAU- C.d\L.C .-
Coefficient of discharge(Co) 0.60(unitless)
Driving head(Ho) 1.32 ft
Drawdown through weir? N (Y or N)
Weir type (unitless) E EE l E
Coefficient of discharge(Cw) (unitless)
Length of weir(L) ft t t i "d
Driving head(H) ft
Pre-development 1-yr,24-hr peak flow 9.64 ft3/sec
Post-development 1-yr,24-hr peak flow 17.84 ft3/sec BY:
Storage volume discharge rate(through discharge orifice or weir) 0.07 ft3/sec
Storage volume drawdown time 3.05 days OK,draws down in 2-5 days.
Additional Information
Vegetated side slopes 3 :1 OK
Vegetated shelf slope 10 :1 OK
Vegetated shelf width 10.0 ft OK
Length of flowpath to width ratio 3 :1 OK
Length to width ratio 3.0 :1 OK
Trash rack for overflow&orifice? Y (Y or N) OK
Freeboard provided 1.0 ft OK
Vegetated filter provided? N (Y or N) OK
Recorded drainage easement provided? N (Y or N) Insufficient. Recorded drainage easement required.
Capures all runoff at ultimate build-out? Y (Y or N) OK
Drain mechanism for maintenance or emergencies is: Pump out with temporary pumps on an as needed basis
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Parts I.&II.Design Summary,Page 2 of 2

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.
Page/Plan
Initials Sheet N
�j 1 b{/ 1. Plans(1"-50'or larger)of the entire site showing:
-Design at ultimate build-out,
-Off-site drainage(if applicable),
-Delineated drainage basins(include Rational C coefficient per basin),
-Basin dimensions,
-Pretreatment system,
-High flow bypass system,
-Maintenance access,
-Proposed drainage easement and public right of way(ROW),
-Overflow device,and
-Boundaries of drainage easement.
V.' Q92/(5 2. Partial plan(1"=30'or larger)and details for the wet detention basin showing:
-Outlet structure with trash rack or similar,
-Maintenance access,
-Permanent pool dimensions,
-Forebay and main pond with hardened emergency spillway,
-Basin cross-section,
-Vegetation specification for planting shelf,and
-Filter strip.
EG1 -‘6Z/(5 3. Section view of the wet detention basin(1"=20'or larger)showing:
-Side slopes,3:1 or lower,
-Pretreatment and treatment areas,and
-Inlet and outlet structures.
Ct(ail' 4. If the basin is used for sediment and erosion control during construction,clean out of the basin is specified
on the plans prior to use as a wet detention basin.
ca 4;2,,/(5 5. A table of elevations,areas,incremental volumes&accumulated volumes for overall pond and for forebay,
to verify volume provided.
IOZ 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance(O&M)agreement.
C11I 1 9. A copy of the deed restrictions(if required).
N'P 10. A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. County
soil maps are not an acceptable source of soils information.
BEC I
JUN3o2014
BY:
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Part III.Required Items Checklist,Page 1 of 1

S\"It ►`( '1 y
,Are,
A
VIA
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.
I. PROJECT INFORMATION
Project name Long Beach Crossing
Contact name Richard A.Moore
Phone number 910-343-1048
Date July 23,2014
Drainage area number Drainage Area#2
II. DESIGN INFORMATION
The purpose of the LS-VFS Buffer Rule: Diffuse Flow
Stormwater enters LS-VFS from A BMP
Type of VFS Wooded stormwater setback(slope<5%)
Explanation of any"Other"responses above
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area ft2 Do not complete this section of the form.
Impervious surface area ft2 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 in/hr 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 in/hr Do not complete this section of the form.
Peak flow from the 10-yr storm cfs Do not complete this section of the form.
Design storm Other: Explained below
Maximum amount of flow directed to the LS-VFS cfs 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 1.5 in/hr storm
If Stormwater Enters the LS-VFS from a BMP
Type of BMP Wet detention pond
Peak discharge from the BMP during the design storm 0.12 cfs SEE su PPI E M Ei4T
Peak discharge from the BMP during the 10-year storm 0.19 cfs
Maximum capacity of a 100-foot long LS-VFS 2 cfs
Peak flow directed to the LS-VFS 0.19 cfs
Is a flow bypass system going to be used? Y (Y or N)
Explanation of any"Other"responses above
JEIVE
i 2UVl)
Form SW401-LS-VFS-29June2012-Rev.10 page 1 of 3

•
LS-VFS Design
Forebay surface area 0 sq ft No forebay is required.
Depth of forebay at stormwater entry point 0 in
Depth of forebay at stormwater exit point 0 in Too shallow.
Feet of level lip needed per cfs 50 ft/cfs
Computed minimum length of the level lip needed 10 ft Ten feet is the minimum level spreader length.
Length of level lip provided 10 ft
Width of VFS 30 ft
Elevation at downslope base of level lip 8.00 fmsl
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) 3.33 %
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 splitter&supporting calcs.
Dimensions of the channel(see diagram below): SFE ltiP P l_ t t- 1--I`'i),C A !-1(..
Ap
M 3.00 ft I NP S! 'q.z-6 G.,= ;. �'P=•- l
B 20.00 - ft e�
W 20.46 ft PA - 2" Ea_4-�` t c n(,
y(flow depth for 10-year storm) 0.15 ft
freeboard(during the 10-year storm) 1.00 ft
Peak velocity in the channel during the 10-yr storm 2.00 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
W
♦I N
% *fee:po d Idsuiru tlw 10-vr storm) f
t y tdiuir the 10-yr storm) ; 1
�I M M
i
is
i B i
CEIV ; •
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: jitials Page or plan sheet number and any notes:
1. Plans(1"-50'or larger)of the entire site showing: {C/ �-t j C C- - I a k �a
-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: I Co CC-- S
-Forebay(if applicable),
-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.
3. Section view of the level spreader(1"=20'or larger)showing: c C
-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). �' ' t u '��
5. A construction sequence that shows how the level spreader will be protected from 1,--1/4 CC: S b
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(O&M)agreement.
flECEIVEI.
JUL 282014
BY:
Form SW401-LS-VFS-29June2012-Rev.10 page 3 of 3

State Stormwater Management Systems
Permit No. SW8 140614
` Long Beach Crossing j Page 1 of 2
Stormwater Permit No. SW8 140614 V
Brunswick County
Designer's Certification
17.404.0a45 ,�. 1i ' , as a duly registered 11-14r.814.comouEstrapaSin
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
1�1� ttr4 C1-
(Project)
for ifs C. , (.op) (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:
" kt MAY 222015
SEAL
Signature
Registration Number a Z Ao ��•,,,,+
0 by �
Date V151 SEAL _ ►025503� 1 _
RDA 41.1
°°s`
°jNhnllaeea°
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.
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.
V 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