SW8140511_CURRENT PERMIT_20220114

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 J�} 015 1
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2022 m \q
YYYYMMDD

ROY COOPER
Covmrar
EIJZABETH S BISER
BRUIN WRENN
Director
January 14, 2022
Par 5 Development Group, LLC
Attn Brian Clodfelter, Manager
2075 Juniper Lake Road
West End, NC 27376
NORTH CAROLINA
Ennronmenta(Quaiity
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No SW8 140511
Dollar"General- Bnck Landing
Brunswick County
Dear Mr Clodfelter
Effective August 1, 2013 the Post -Construction Stormwater Management Program has been transferred from the
-Division of Water Quality (' DWQ") to the Division of Energy, Mineral and Land Resources ("DEMLR") All
previous references to DWQ will remain in older peirnits Issued prior to August 1, 2013 until they are modified
Please note that this permit will now reference DEMLR as the Division responsible for enforcement of the permit
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on December 28, 2021 TheDivision is hereby notifying you that permit SW8140511 has been
renewed, updated, and re -issued on January 14, 2022, 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 July 14, 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 clanfies 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 hindatrons 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 filedwith 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 requiied) 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 NCOA14 com Unless
such demands are made this permit shall be final and binding
If you have any questions conceming this permit, please contact Ashley Smith in the Wilmington Regional
Office, at [phone] or ashleym smith@ncdem gov
Sincerely, WX��//
A- Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
-107K En QZ_ North Carohna Departmem of Envl n ntal Quality I DwImn of Energy M=al and Land Resources
Wilmmgton Regional Office 1 127 Cardmal Drive E:tenvon I WRnungtom North Carohm 28405
ronrt
®�+��� 9107967215

State Stormwater Permit No SW8140511
Page 2 of 2
Enclosures Attachment A — Designer's Certification Form
Attachment C — Permitting History
Renewal Application Documents
Copy of the current operation and maintenance agreement
DES/ams %Stormwater\Pemits & Prolects\2014\140511 HD\2022 01 permit 140511
cc Wilmington Regional Office Stomwater File
North Carolina Department of Environmental Quality I Division of Energy Mineral and Land Resources
Wilmington Regional Offlce 1127 Cardinal Drive Extension I Wilmmgton. North Carohm 28405
9107967215

Post -Construction Stormwater Management
Permit No SW8 140511
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
Par 5 Development Group LLC
Dollar General — Brick Landing
1351 Brick Landing Rd, Shallotte, Brunswick County
FOR THE
construction, operation and maintenance of one (1) constructed wetland in compliance with the
provisions of 15A NCAC 2H 1000 and Session Law 2008-211 (hereafter the "stormwaterrules') and
as outlined in the application, approved stormwater management plans, supplement, calculations,
operation and maintenance agreement, recorded documents, specifications, and other supporting
data (the "approved plans and specifications") as attached and/or on file with and approved by the
Division of Energy, Mineral and Land Resources (the "Division" or "DEMLR") The project shall be
constructed, operated and maintained in accordance with these approved plans and specifications
The approved plans and specifications are incorporated by reference and are enforceable part of this
permit
This permit shall be effective from the date of issuance until July 14, 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 This stormwater system has been approved for the management of stormwater runoff as
described in Section 19 of this permit The stormwater control has been designed to handle
the runoff from 35,000 square feet of impervious area
3 The tract will be limited to the amount of built -upon area indicated in this permit, and per
approved plans The built -upon area for the future development is limited to 2,599 square feet,
which is included in the 35,000 square feet total
4 The runoff from all built -upon area within the permitted drainage area of this project must be
directed into the permitted stormwater control system
Page 1 of 7

Post -Construction Stormwater Management
Permit No SW8 140511
A 50' 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
All runoff being directed into wetlands shall flow into and through those wetlands at a non -
erosive velocity of 2 fps or less
The volume in excess of the design storm from the stormwater wetland must flow overland
through a level spreader and 50-foot vegetated filter strip designed to pass the peak flow from
the 10 year storm in a diffuse, non -erosive manner
The discharge from the stormwater wetland design storm volume discharged to a level
spreader and filter strip which are capable of providing effective infiltration as shown on the
approved plans
The following design elements have been approved for this constructed wetlands stormwater
facility, and must be provided in the system at all times
DA1
a Drainage Area, acres
1 31
Onsde, ft2
57,200
Offsite, ft2
0
b Total Impervious Surfaces, ft2
35,000
Onsite, ft2
32,401
Future, ft2
2,599
Offsite, ft2
0
c Poncling Depth, inches
72
d Design Storm, inches
377
(SCS Discrete Method)
e Permanent Pool Elevation, FMSL
260
f Total Permitted Wetland Surface Area, ft2
10,658
Deep Pool Area, forebay portion, ft2
1,066
Deep Pool Area, non-forebay portion,
1,066
ft2
Shallow Water Area, ft2
4,263
Shallow Land Area, ft2
4,263
g Permitted Temporary Storage Volume, ft3
6,836
h Temporary Storage Elevation, FMSL
265
1 Pre-dev 1 r-24 hr discharge rate, cfs
217
Controlling Orifice D"
1 5
k Orifice flowrate, cfs
0 027
1 Planting Plan
# of Herbaceous Plants
1,100 (shallow water)
# of Shrubs
176 (shallow land)
# of Trees
0
m Receiving Stream / River Basin
Jinn 's Branch
n Stream Index Number
15-25-2-16-1- 2
SA, HQW (subject to
o Classification of Water Body
SA
Page 2 of 7

Post -Construction Stormwater Management
Permit No SW8 140511
II SCHEDULE OF COMPLIANCE
1 The permittee is responsible for verifying that the proposed built -upon area for the entire
project does not exceed the allowable built -upon area
2 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
3 The approved 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
4 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
5 Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, a certification must be received from an appropriate
designer for the system installed 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
6 The permittee shall, at all times, provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency The signed and approved
Operation and Maintenance Agreement must be followed in its entirety and maintenance must
occur at the scheduled intervals
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
8 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 3 of 7

Post -Construction Stormwater Management
Permit No SW8 140511
9 All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements The final plats for the project will be recorded showing all such
required 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
10 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
III GENERAL CONDITIONS
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
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)
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
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
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,
u A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved,
ui 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
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 protect 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
COMPLIANCE The permittee is responsible for compliance with the terms and conditions of
this permit until the Division approves the transfer request
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
DIVISION ACCESS The permittee grants Division Staff permission to enter the
property during normal business hours to inspect all components of the permitted
protect
Page 4 of 7

Post -Construction Stormwater Management
Permit No SW8 140511
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
ANNUAL CERTIFICATION The permittee shall electronically submit to the Division an
annual certification completed by either the permittee or their designee confirming the
protects conformance with permit conditions
OBTAINING COMPLIANCE The Director may notify the permittee when the permitted
site does not meet one or more of the minimum requirements of the permit Within the
time frame specified in the notice, the permittee shall submit a written time schedule to
the Director for modifying the site to meet minimum requirements The permittee shall
provide copies of modified plans and certification in writing to the Director that the
changes have been made
OTHER PERMITS The issuance of this permit does not preclude the permittee from
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 modified, renewed, transferred, updated and reissued this the 14th day of January 2022
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A4-&q. AA
,�F,-,rian�6irecto
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 7

Dollar General Brick Landing
Stormwater Permit No SW8 140511
Brunswick County
Attachment A
Designer's Certification
Post -Construction Stormwater Management
Permit No SW8 140511
Page 1 of 2
I, , as a duly registered in the State of
North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the protect,
(Protect)
for (Protect Owner) hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the protect 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 are a part of this Certification
Noted deviations from approved plans and specifications
Signature
Registration Number
Date
SEAL
Page 6 of 7

Post -Construction Stormwater Management
Permit No SW8 140511
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 protect 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 wetland zone elevations are per the approved plan
6 The wetland is located per the approved plans
7 A trash rack is provided on the outlet 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 wetland zone surface area and volume have been provided
12 Required drawdown devices are correctly sized and located per the approved plans
13 All required design depths are provided
14 All required parts of the system are provided
15 The required number of wetlands plantings have been provided
cc NCDEQ-DEMLR Wilmington Regional Office
Brunswick County Building Inspections
Page 7 of 7

Attachment C - Permitting History
Dollar General- Brick Landing
Permit No SW8 140511
Approval
Date
Permit
Action
BIMS
Version
Descnption of the Changes
7/14/2014
Original
Approval
10
1/14/2022
Renewal
20
Expires July 14, 2030

Permit Number
(to be pros ided b} DIVQ)
Drainage Area Number
Stormwater Wetland 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 following construction of the stormwater wetland, bi-weekly inspections will be
conducted and wetland plants will be watered bi-weekly until vegetation becomes established
(commonly six weeks)
- No portion of the stormwater wetland will be fertilized after the first mibal fertilization that is
required to establish the wetland plants
- Stable groundcover will be maintained in the drainage area to reduce the sediment load to the
wetland
- Once a year, a dam safety expert should inspect the embankment
After the stormwater wetland is established, I will mspect it monthly and within 24 hours after every
storm event greater than 10 inches (or 15 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
Entire BMP
Trash/debris is present
Remove the trash/debris
Perimeter of wetland
Areas of bare sod and/or erosive
Regrade the soil if necessary to remove the
gullies have formed
gully, and then plant a ground cover and
water until it is established Provide lure
and a one-time fertilizer application
Vegetation is too short or too long
Maintain vegetation at an appropriate
height
Inlet device pipe or
swale
The pipe is clogged (if applicable)
Unclog the pipe Dispose of the sediment
offsite
The pipe is cracked or otherwise
Replace the pipe
damaged (if applicable)
Erosion is occurring in the swale (if
Regrade the swale if necessary to smooth
applicable)
it over and provide erosion control
devices such as reinforced turf matting or
riprap to avoid future problems with
erosion
Form SW40 I -Weiland O&M -Rev 4
ECEIVE
MAY 0 s 2014
BY -- >e 1 eF 3

Permit Number
(to be provided by DWQ)
BMP element
Potential problem
How I will remediate the problem
Forebay
Sediment has accumulated in the
Search for the source of the sediment and
forebay to a depth that inhibits the
remedy the problem if possible Remove
forebay from functioning well
the sediment and dispose of it in a location
where it will not cause impacts to streanis
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
a pesticide is used, wipe it on the plants
rather than spraying
Deep pool, shallow water
Algal growth covers over 50% of the
Consult a professional to remove and
and shallow land areas
deep pool and shallow water areas
control the algal growth
Cattails, phragmites or other invasive
Remove mvasives by physical removal or
plants cover 50% of the deep pool and
by wiping them with pesticide (do not
shallow water areas
spray) - consult a professional
Shallow land remains flooded more
Unclog the outlet device immediately
than 5 days after a storm event
Plants are dead, diseased or dying
Determine the source of the problem
sods, hydrology, disease, etc Remedy the
problem and replace plants Provide a
one-time fertilizer application to establish
the ground cover if necessary
Best professional practices show that
Prune according to best professional
pruning is needed to maintain optimal
practices
plant health
Sediment has accumulated and
Search for the source of the sediment and
reduced the depth to 75% of the
remedy the problem if possible Remove
original design depth of the deep
the sediment and dispose of it in a locahon
pools
where it will not cause impacts to streams
or the BMP
Embankment
A tree has started to grow on the
Consult a dam safety specialist to remove
embankment
the tree
An annual inspection by appropriate
Make all needed repairs
professional shows that the
embankment needs repair
Evidence of muskrat or beaver activity
Consult a professional to remove muskrats
is present
or beavers
Micropool
Sediment has accumulated and
Search for the source of the sediment and
reduced the depth to 75% of the
remedy the problem if possible Remove
original design depth
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP
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
Receiving water
Erosion or other signs of damage have
Contact the NC Division of Water Quality
1
occurred at the outl
401 Oversight Unit at 919-733-1786
Form S W401-Wetland O&M -Rev 4
EGE1 E
MAY 0 9 20%
BY Page 2 of 3

Permit Number
(io be pros ided bi DII'Q)
I acknowledge and agree by my signature below that 1 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 Dollar General - Brick Landing
BMP drainage area number
Print name
Title Mana
Address 2860-B NC HWY 45, Aberdeen, NC 28315
Phone
Signatt
�=90-
Note The legally responsible party should not be a homeowners association unless more than 50% of the lots have been
sold
en[ of the subdivision has been named the president
V _ I
a Notary Public for the State of
County of AAam, do hereby certify that
Ul)ll � 1� 2a personally appeared before me this lay of
and acknowledge the due execution of the forgoing stormwater wetland
maintenance requirements Witness my hand and official seal,
`\\00PH i gCh,, "
Notary Public
Moore County
=My Cam IsUlp; Expres`
%GO �lliXY1J�P \
iF/rCAR0\� l
SEAL
My commission expires 1PJ- I z Q
FECEIVE
MAY 0 9 20%
bf
Form SW401-Wetland O&M -Rev 4 Page 3 of 3

PermitNumbert7Ll)9 1(405(l
(to be provided by DWQ)
Drainage Area Number 1
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement �/ri�oi3
I will keep a mamtenance 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 maintamed 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 mamtenance
- 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 10 inch (or 15 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
ECEIVE
JUL 0 7 2014
BY —
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M -Rev 3 Page 1 of 3

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 hp is cracked,
Repair or replace lip
settled, undercut, eroded or
otherwise dana ed
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 -tune 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
rECEIVE
JUL 072014
BY
Forin S WU40I -Level Spreader, Filter Strip, Restored Riparian Buffer O&M -Rev 3 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 Dollar General - Brick Landing
BMP drainage area number
Print name
Title Mana
Address 2860-B NC Hwy 5, Aberdeen, NC 28315
Phone
Signati
Date
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, Ala view g-AuJef/ a Notary Public for the State of
W&Y'M Let ro Cina , County of do hereby certify that
;SKIa 4— personally appeared before me this 30
day of , -toll , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements
Witness my hand and official seal,
%0740,�. .
Aba L IC c;
Cy COU.•`•••
SEAL
My commission expires 6e _ _ ate✓ 3 aoi 7
ECE�vE
JUL 0714
BY�—
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M -Rev 3 Page 3 of 3

UJC UNL
" Date R ceiv
Fee Paid
Permit Number
a a
590 q 1 0-5 —1
swg 5I
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
pnor to its expiration Renewed permits are valid for a penod 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 140511
2 Project name Dollar General - Brick Landing
3 Project street address 1351 Brick Landing Road SW
City Shallotte County Brunswick ZIP 28470
4 What, if any, changes have been made to the project as permitted? N/A
If the project has changed from the original approved plans, please complete SWU-101 for a Ma/or
Modification or Minor Modification Application form available at his //deg nc gov/about/dwisions/energy-
mi nera I-land-resources/e nergy-mineral-la nd-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 //deg nc qov/about/divisions/energv-mineral-land-
resources/energv-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 Par 5 Development Group, LLC
2 Signing Official's Name Brian R Clodfelter
3 Signing Official's Title Manager
4 Mailing Address 2075 Juniper Lake Road
City West End State NC ZIP 27376
5 Street Address 2075 Juniper Lake Road
City West End
6 ' Phone( 910) 944-0881 Email lenniferprhetson corn
CEf V 7=
DEC 2 3 20,211
I�.,n.-.�-.-�.-».
NC ZIP 27376
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
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
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
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
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)
https //www sosnc gov/online services/search/bv title/ Business Registration
EGEa v>
DEC 2 8 2021 I'
BY —
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D PERMITTEE'S CERTIFICATION
I, Brian R Clodfelter , 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 a � pl�
Signature Date 12.- 1�t- 2(321
NOTARIZATION
I, Jennifer Wincklhofer a Notary Public for the State of
North Carolina County of Moore do hereby certify
that Brian R Clodfelter personally appeared before me
this the 1-T"t day of 11 embeiz 20 21 , and acknowledge the due
execution of the forgoing instrument Witness my hand and official seal,
(Notary Seal)
Notary Signature
My commission e)
ER —7T—K i_ FER,
TARPUBLICoore Countyorth Carolinaion E>�res April 21, 20Q8
GC
DEC 2 8 2021 V
By._
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

tI.
E A �OJ W I rxrx!r, 4, C J1 SDI
6irad
i,cv t`r�ip5
5;ctt .t bfd:�_C

S
M"
NCDENR
O�OF W ATFq�G
h T
� r
o �
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND 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 the required information
vrolecr name
Contact name
Phone number
Date
Drainage area number
Drainage area
Impervious area
Percent Impervious
Design rainfall depth
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Pre/Post 1-yr, 24-hr peak control
Storage Volume Non -SA Waters
Minimum required volume
Volume provided (temporary pool volume)
Storage Volume SA Waters Parameters
1 5" runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum volume required
Volume provided
Outlet Design
Depth of temporary pool/ponding depth (DPI
Drawdown time
Diameter of onfice
Coefficient of discharge (Cc) used in orifice diameter
calculation
Driving head (Ho) used in the onfice diameter calculation
Dollar General - Brick Landing
Joseph K Bland, E I/ Noms 8 Tunstall Consulting Engineers, P C
910-287-5900
Apnl 22, 2014
1
57,200 00 ftz
35,000 00 fti
612%%
150 inch
377
in
016
m/hr
217
ft3/sec
397
ft3/sec
180
ft3/sec
ft3
ft3
428000 ft3
7,754 00 ft3
13,765 00 113
601100 ft3
6,83600 it"
0 60 JKV
2 50 days
150 in
0 60 (undless)
0 20 it
�\ \A
OK
OK
OK
OK
OK a _`-r r` r V C
JUN 3 0 28%0
BY -
Form SW401-Wegand-Rev 6-11/16/09 Parts I and It Project Design Summary Page 1 of 3

Surface Areas of Wetland Zones
Surface Area of Entire Wetland
10,657 00 ftr
OK
Shallow Land
4,263 00 f?
Insufficient shallow land area
The shallow land percentage is
40% %
Shallow Water
4,263 00 ft'
OK
The shallow water percentage is
40% %
Deep Pool
Forebay portion of deep pool (pretreatment)
1,06600 ft2
OK
The forebay surface area percentage is
10% %
Non-forebay portion of deep pool
1,066 00 ftz
OK
The non-forebay deep pool surface area percentage is
10% %
Total of wetland zone areas
10,658 00 ft?
Enter data Into the shaded cells in this section
Add or subtract the following area from the zones
100 fe
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top)
26 50 ft amsl
Permanent Pool Elevation (PPE)
Shallow Water/Deep Pool (top)
26 00 ft amsl
Shallow Water bottom
25 50 ft amsl
Most shallow point of deep pool's bottom
24 50 ft amsl
Deepest point of deep pool's bottom
23 00 ft amsl
Design must meet one of the following two options
This design meets Option #1,
Y (Y or N)
Top of PPE is within 6" of SHWT, If yes
SHWT (Seasonally High Water Table)
26 47 ft amsl
OK
This design meets Option #2,
N (Y or N)
Wetland has liner with permeability < 0 01 in/hr, If yes
Depth of topsoil above impermeable liner
in
Topographic Zone Depths
Temporary Pool
Shallow Land
6 00 in
OK
Permanent Pool
Shallow Water
6 00 in
OK
Deep Pool (shallowest)
18 00 in
OK
Deep Pool (deepest)
36 00 in
OK
Planting Plan
Are cattails included in the planting plan?
N (Y or N) OK
Number of Plants recommended in Shallow Water Area
Herbaceous (Ccubic-inch container)
1,100
Number of Plants recommended in Shallow Land Area
Herbaceous (4'cubic-inch container), OR
1,100
Shrubs (1 gallon or larger), OR
176
Trees (3 gallon or larger) and Herbaceous (4+ cubic -inch)
22 and 880
Number of Plants provided in Shallow Water Area
Herbaceous (4'cubic-inch container)
1,100 OK
Number of Plants orovided in Shallow Land Area
Herbaceous (4'cubic-inch container)
Shrubs (1 gallon or larger)
176 OK f
Trees (3 gallon or larger) and
Grass -like Herbaceous (4+ cubic -inch)
JUN 3 0 2014
BY
Fonn SW401-Wetland-Rev 6-11116/09 Parts I and 11 Project Design summary Page 2 of 3

Additional Information
Can the design volume be contained'?
Y (Y or N)
Does project drain to SA waters? If yes,
Y (Y or N)
What is the length of the vegetated filter?
5000 ft
Are calculations for supporting the design volume provided in the
Y (Y or N)
application?
Is BMP sized to handle all runoff from ultimate build -out?
Y (Y or N)
Is the BMP located in a recorded drainage easement with a
N (Y or N)
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is
261 1
Approximate wetland length
287 00 ft
Approximate wetland width
110 00 it
Approximate surface area using length and vAdth provided
31,570 00 fe
Will the wetland be stabilized within 14 days of construction?
Y (Y or N)
OK
OK
OK
OK
Insufficient ROW location
OK
This approx surface area is within this number of square feet
of the entire wetland surface area reported above
OK
uletland Ievtg+k wtdth and loal Dash 1S laid 6Ux -to lev's+herL
length -P wi"+h fldw��.th
JUN302014
BY— 0
Form SW401-Wetland-Rev 6-11116109 Parts I and 11 Project Design Summary Page 3 of 3

r .
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
1 Plans (1" - 50' or larger) of the entire site showing
C.3 - Design at ultimate build -out,
WA.- Off -site drainage (if applicable),
t?4 A+eialyiI.- Delineated drainage basins (include Rational C coefficient per basin),
%I& Wetland dimensions (and length to width ratio),
CZ -Pretreatment system,
ry{tf - Maintenance access, I.Jao a 15
r4lfe Proposed drainage easement and public right of way (ROW), Pq{tAC.
C 11, C3 - Overflow device, and
NI rt - Boundaries of drainage easement
2 Plan details (1" = 50' or larger) for the wetland showing
&I - Wetland dimensions (and length to width ratio)
C3 - Pretreatment system,
f4 III, - Maintenance access,
f,"tAir- Proposed drainage easement and public right of way (ROW),
C2�_3 - Design at ultimate build -out,
NIA, Off -site drainage (if applicable),
Ci,ty,C9- Overflow device, and
NLo, - Boundaries of drainage easement
3 Czj 3 Section view of the wetland (1" = 20' or larger) showing
- Side slopes, 31 or lower
- Wetland layers
All wetlands Shallow land depth, shallow water depth, deep pool depth
%4*bon 1, no clay liner SLWT depth
Option 2, clay liner Depth of topsoil on top of liner, liner specifications
C� 4 A detailed planting plan (1" = 20' or larger) prepared by a qualified individual showing
- A variety of several suitable species (not including cattails),
- Sizes, spacing and locations of plantings,
- Total quantity of each type of plant specified,
- A planting detail,
- The source nursery for the plants, and
- Fertilizer and watering requirements to establish vegetation
Clo rgT� 5 A construction sequence that shows how the wetland will be protected from sediment until the entire
drainage area is stabilized
ECEIVE
L CA,66 6 The supporting calculations (including drawdown calculations)
MAY 0 g 2014
7 A copy of the signed and notarized operation and maintenance (O& reement
►tl� BY:
8 A copy of the deed restrictions (d required)
W 9 A soils report that is based upon an actual field investigation and soil bonngs County soil maps are not
an acceptable source of soils information
SW401-Wetland-Rev 6-11/16/09 Part III page 1 of 1

0

Of WATEgoG
HCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must he completely filled out, printed, initialed, and submitted
Project name
Contact name
Phone number
Date
Drainage area number
Dollar General - Bncklandi g
Phil Norris
910-2875900
June 26 2014
1
II DESIGNIINFORMATION :,
iL°x
The purpose of the LS-VFS
SW Rule Diffuse flow at the end of a swale discharging to SA waters
Stormwater enters LS-VFS from
A BMP
Type of VFS
Engineered fitter strip (graded 8 sodded slope <8%)
Explanation of any "Other' responses above
If Stomnwater Enters the LS-VFS from the Drainage Area
Drainage area
IF
Do not complete this section of the form
Impervious surface area
fe
Do not complete this section of the form
Percent Impervious
%
Do not complete this section of the form
Rational C coefficent
Do not complete this section of the form
Peak flow from the 1 m hr storm
ds
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
mmr
Do not complete this section of the form
Peak flow from the 10-yr storm
ds
Do not complete this section of the form
Design storm
Pick one
Maximum amount of flow directed to the LS-VFS
ds
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 Stomtwater Enters the LS-VFS from a BMP
Type of BMP
Other Explained below
Peak discharge from the BMP during the design storm
052 CIS
Peak discharge from the BMP during the 10-year storm
055 cfs
Maximum capacity of a 100-foot long LS-VFS
10 cis
Peak flow directed to the LS-VFS
052 ds
Is a flow bypass system gong to be used?
y (Y or N)
Explanation of any'Otler responses above
Stommvater Wetland
1`(5tfv�
JUN302014
BY
Form SW401 - LS-VFS - 29June2012 - Rev 10 page 1 d 3

1�
LS-VFS Design
Forebay surface area
Depth of forebay at stormwater entry point
Depth of forebay at stomwater exd point
Feet of level hp needed per ds
Computed minimum length of the level hp needed
Length of level lip provided
Width of VFS
Elevation at downs" base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow spitting device?
Dimensions of the channel (see diagram below)
M
B
W
y (flow depth for 10-year storm)
freeboard (during the 10-year storm)
Peak velocity in fhe channel during the 10-yr storm
Channel lining material
Does the bypass discharge through a wetland'
Does the channel enter the stream at an angle')
Explanation of any *Other' responses above
sq It
in
in
10
R/ds
5
It Ten feet is the minimum level spreader length
10
H
50
It
2540
fmsl
2500
fosl
080
%
n
(Y or N) OK
y
(Y or N)
y (Y or N)
n (Y or N)
300 ft
1500
It
2100
It
022
it
100
fl
130
fllsec
Rip-mp
n (Y or N)
W
i a i
JUN302014
BY
Form SW401 - LS-VFS 29June2012 - Rev 10 mrie 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 Nit
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
Requned ftem
1 Plans (r - 59 or larger) of the entire site showing
Design at ultimate build -out,
-Off site drainage (4 applicable),
- Delineated drainage basins (include Rational C coefficient per basin)
- Forebay (d applicable),
- High flow bypass system,
- Maintenance access
- Proposed drainage easement and public right of way (ROW), and
- Boundanes of drainage easement
2 Plan details (r = 30' or larger) for the level spreader showing
- Forebay (4 applicable),
High How bypass system
- One foot topo lines between the level hp and top of stream bank
- Proposed drainage easement, and
- Design at ultimate build -out.
3 Section view of the level spreader (r = 2V or larger) shownng
- Underdrain system (4 applicable)
Level lip,
Upslope channel, and
Downslope fitter fabric
4 Plan details of the flow splitting device and supporting calcutabons If applcable)
5 A construction sequence that shows haw the level spreader will be proofed from
sediment until the entire drainage area is stabA¢ed
6 If a nonengmeered VFS is being used then provide a photograph of the VFS shoving
that no draws are present
7 The supporting calculations
6 A mpy of the signed and notarized operation and maintenance (0&M) agreement
Page or plan sheet number and any notes
C 2 1 Cq
C21 Cm
C 2 1 C1
S6� uo�ES'
JUN302014
BY.- 0
Forrn SW401 - LS-VFS - 29June2012 - Rev 10 page 3 of 3

.!
Dollar General Brick Landing
Stonnwater Permit No SW8140511
Brunswick County
Designer's Certification
State Stonnwater Management Systems
Permit No SW8140511
NT
i/// NT 14013
Page 1 of 2
,m
I, John Phillip Norris , as a duly registered Professional Engineer In the State of North Carolina,
having been authorized to observe (penodically/weeklylfuVaffie) the construction of the project,
Dollar General Brick
(Prof)
for Par 5 Development Group, LLC (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 are a part of this Certification
Noted deviations from approved plans and specifications
Signature
Registration Number
Date
1/9xzdI
L14
SEAL
711-
2015BY
I
Page 6 of 7

State btonnwater Management bystems
Permit No SW8140511
Certification Requirements
Page 2 of 2
The drainage area to the system contains approximately the permitted acreage
The drainage area to the system contains no more than the permitted amount of built -upon area
All the built -upon area associated with the protect is graded such that the runoff drams to the
system
All roof drains are located such that the runoff is directed into the system
The wetland zone elevations are per the approved plan
The wetland is located per the approved plans
A trash rack is provided on the outlet structure
All slopes are grassed with permanent vegetation
Vegetated slopes are no steeper than 31
The inlets are located per the approved plans and do not cause short-circuiting of the system
The permitted amounts of wetland zone surface area and volume have been provided
Required drawdown devices are correctly sized and located per the approved plans
All required design depths are provided
All required parts of the system are provided
The required number of wetlands plantings have been provided
ICDENR-DEMLR Regional Office
Inspector, Brunswick County Budding Inspections
Page 7 of 7