SW8140604_CURRENT PERMIT_20220209

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 Ly 0Ao py
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Z o 22 0 2 0 q
YYYYMMDD

ROY COOPER
Governor
EI.IZaBETH S BISER
Secretary
BRIAN WRENN
DGector
February 9, 2022
NORTH CAROLINA
Eneiroarnenta! Quality
Par 3 Development Group, LLC
Par 5 Development Group, L L C , Managing Member
Attn Bruin Clodfelter, Managing Member
2075 Jumper Lake Road
West End, NC 27376
Subject Permit Renewal
Post -Construction Stormwater Management Permit No SW8 140604
Dollar General Longwood
Brunswick County
Dear Mr Clodfelter
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on February 3, 2022 The Division is hereby notifying you that permit SW8140604 has been
renewed, updated, and re -issued on February 9, 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 August 4, 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 919431-3000, or visit their website at www NCOAH corn Unless
such demands are made this permit shall be final and binding
If you have any questions concerning this permit, please contact Ashley Smith in the Wilmington Regional
Office, at [phone] or ashleym smith@ncdenr gov
Sincerely,
.Bran Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures AttachmentC— PermittingHistory
Renewal Application Documents
Copy of the current operation and maintenance agreement
DES/ams \\\Stormwater\Permits & Projects\2014\140604 HD\2022 02 permit 140604
cc Wilmington Regional Office Stormwater File
D_E 0% North Carolina Department of Environmental Quality I Drcison of Energy 4Lneral and Land Resources
„'J/p Wilmington Regional Office [ 127 Cardinal Drne Eztenson I Wihmngium North Carohna 28405
rvrnmi curonw. 9
9107967215

Post -Construction Stormwater Management
Permit No SW8 140604
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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 3 Development Group, LLC
Dollar General - Longwood
2081 Longwood Road, Longwood, Brunswick County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance with the
provisions of 15A NCAC 2H 1000 and Session Law 2008-211 (hereafter referred to as the
"stormwater rules') 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 August 4, 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
This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data
This stormwater system has been approved for the management of stormwater runoff as
described in Section 16 of this permit The stormwater control has been designed to handle
the runoff from a total of 40,000 square feet of impervious area
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 5,345 square feet,
which is included in the total
No surface waters have been identified within or near the property If surface waters are
subsequently identified on or near the area permitted under Session Law 2008-211, it will be
necessary to provide a 50' wide vegetative buffer 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
Page 1 of 5

Post -Construction Stormwater Management
Permit No SW8 140604
5 The runoff from all built -upon area within the permitted drainage area(s) of this project must be
directed into the permitted stormwater control system
6 The following design criteria have been provided in the wet detention pond and must be
maintained at design condition
a Drainage Area, acres
Onsite, ft2
Offsite, ft2
b Total Impervious Surfaces, ft2
Buildings, ft2
Parking, ft2
Sidewalks, ft2
Future, ft2
Offsite, ft2
c Design Storm, inches
d Average Pond Design Depth, feet
e TSS removal efficiency
f Permanent Pool Elevation, FMSL
g Permanent Pool Surface Area, ft2
h Permitted Storage Volume, ft3
i Temporary Storage Elevation, FMSL
t Pre-dev 1 yr-24 hr discharge rate, cfs
k Controlling Orifice
I Orifice flowrate, cfs
m Permitted Forebay Volume, ft3
n Fountain Horsepower
o Receiving Stream/River Basin
p Stream Index Number
q Classification of Water Body
II SCHEDULE OF COMPLIANCE
1 113
48,500
0
40,000
9,100
22,380
3,175
5,345
0
1 5"
30
90%
440
6,107
5,235 at temporary pool elev
447
04
1 0" 0 pipe
001
3,932
N/A (PPV <30000 cf)
Scippio Creek / Swamp / Lumber
15-20
"C, Sw"
1 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
2 During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately
3 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
4
5
11
Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEMLR The records will indicate the date, activity, name of person
performing the work and what actions were taken
Decorative spray fountains will not be allowed in the stormwater treatment system, as the
permanent pool volume is less than 30,000 cubic feet
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
Page 2 of 5

Post -Construction Stormwater Management
Permit No SW8 140604
7 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
8 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
9 All stormwater collection and treatment systems must be located in 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
11 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
12 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
protect and/or property area as reported in the approved plans and specifications
d Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan
e The construction of any allocated future BUA
f The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included in
the approved plans and specifications
g Other modifications as determined by the Director
III GENERAL CONDITIONS
1 CORRECTIVE ACTIONS REQUIRED If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions This includes actions required by this
Division and the stormwater rules such as the construction of additional or replacement on -site
stormwater systems These additional or replacement measures shall receive a permit from
the Division prior to construction
2 PERMIT RENEWAL A permit renewal request must be submitted at least 180 days prior to
the expiration date of this permit The renewal request must include the appropriate
application, documentation and the processing fee as outlined in Title 15A NCAC
02H 1045(3)
3 CHANGES TO THE PROJECT NAME, PERMIT -TEE 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
Page 3 of 5

Post -Construction Stormwater Management
Permit No SW8 140604
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 protect 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,
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 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
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
Page 4 of 5

Post -Construction Stormwater Management
Permit No SW8 140604
Permit renewed, updated and reissued this the 9th day of February 2022
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
CJL�s� M
�nan Wrenn�(rector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C - Permitting History
Dollar General Longwood
Permit No SW8 140604
Approval
Date
Permit
Action
BLMS
Version
Descnphon of the Changes
8/4/2014
Original
Approval
10
2/9/2022
Renewal
20
Expires August 4, 2030

Permit Number
sk el �
(to be provided by DWQ)
Drainage Area Number
Wet Detention Basin Operation and Maintenance Agreement
/,l%l 4ol4
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).
❑ does ® does not
This system (check one):
❑ does ®does not
incorporate a vegetated filter at the outlet.
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 dramage area to reduce the
sediment load to the wet detention basm
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency dram should be minimized to the
maximum extent practical
- Once a year, a dam safety expert should mspect the embankment
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 10 inches (or 1 El HjF_
Coastal County) Records of operation and maintenance should be krinnownselocation and must be available upon request 1 3 2014
Inspection activities shall be performed as follows Any problems thaMe 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 lane and a
one-time fertilizer application
Vegetation is too short or too
Maintain vegetation at a height of
long
approximately six inches
Form SW40I-Wet Detention Basin O&M -Rev 4
Page l 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
origmal 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
ECEIVE
JUN 13 2014
Form SW401-Wet Detention Basin O&M -Rev 4 Page 2 4
BY

Permit Number S1N'! 1HD%D1/
(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
I 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 _8 0_ feet in the main pond, the sediment
shall be removed
When the permanent pool depth reads _3 0_ feet in the forebay, the sediment
shall be removed
Sediment Removal
Bottom
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 44 0
410 Pe manen Pool
------------- Volume Sediment Removal Elevation 36 0 Volume
39 0 -ft Min
-------------------------------=------------ ------
Sediment Bottom Elevation 34 0 1-ft n
Storage Sediment
Storaga
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M -Rev 4
ECEOVE
JUN9320%
BY 4

Permit Number SWS HD40o
(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 - Longwood
BMP drainage area number
Print name Brian R Clodfelter
Title lv
Addre<
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
11 jJtA T , a Notary Public for the State of
County of A4,()2nM. do hereby certify that
/i;p,,, J ek,.Ae� � personally appeared before me this a'l-&
day of 4J4/, , FLU I , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements Witness my hand and official
seal,
\\ORPH ITISC, i, 1,
Notary Public
Moore County
_My Compnissipri Explres`
D
20
C AI11rRtO \ ss'``
SEAL
My commission expires j I oY(
CCEI V E
JUN 13 2014
BY
Form SW401-Wet Detention Basin O&M -Rev 4 Page 4 of 4

DEMLR USE ONLY
Dat Rec Tived
Fee Paid
Permit WNumber--,z
:J
�3 1 -? C-�
01�59--57
1 EW�� 14
-T-SEZD--S�
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
poor 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 140604
2 Protect name Dollar General - Longwood
3 Protect street address 2081 Longwood Road
City Longwood County Brunswick ZIP 28452
4 What, if any, changes have been made to the protect as permitted? None
If the project has changed from the ongina/ approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at https //deg nc gov/about/dmsions/energy-
m i neral-land-resources/energy-minera I-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 //deg nc gov/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 3 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 State NC ZIP 27376
6 Phone ( 910 ) 944-0881 Email lenrnfer(a)rhetson corn
Pl—n
FEB 0 3 2022
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
i 1 A permit application processing fee of $505 00 payable to NCDEQ
'2 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
1 t� 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/by title/ Business Registration
Cc p--
FEB 0 3 2022 U
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 informatiW provided on this permit renewal application is, to the best of my
knowledge, correct anAeomplet/
i
NOTARIZA
that
a Notary Public for the State of
County of mmp'e' , do hereby certify
_ personally appeared before me
this the day of 30n;,.ICl Rl�. 20 22- , and acknowledge the due
execution of the forgoing instrument Witness my hand and official seal,
(Notary Seal)
Notary Signature
My commission
JENNIFER yVINCKLHOFER
N Moore CounbC
NoM Carolina
My Coreragsbn Expires AprA 21, 2028
FEB 0 3 20222
BY_
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Permit N < O!O e��
(M be pmvded by DWQ)
T
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This lam must be 111W out, printed and submitted
The Required Items Checklist (Pad 111) must be printed, fifted out and submitted a" with all of the required information
020E W A rf9O
y >'
o
I PROJECT INFORMATION
Pm)ect name Dollar General Longwood
Contact person Joseph K Bland E I I Norris 8 Tunstall Consulting Engineers P C
Phone number 910-287-5900
Date
Drainage area number 1
II DESIGN INFORMATION
Site Charactenstics
Drainage area
48,500 fe
Impetuous area, post -development
40,000 flz
%impervious
8247 %
Design rainfall depth
15 in
Storage Volume Non-SAWaters
Minimum volume required
4,803 ft3
Volume provided 5,235 fts
Storage Volume SAWaters
1 5' runoff volume fit"
Pre -development 1-yr, 24-hr runoff ft3
Post -development 1-yr 24-hr runoff to
Minimum volume required ft3
Volume provided fts
OK volume provided is equal to or in excess of volume required
Peak Flow Calculations
Is the pre/post control of the lyr 24hr stone peak flow required?
Y (Y or N)
1-yr 24-hr rainfall depth
37 In
Rational C, pre -development
015 (unitless)
/1
C
Rational C, post -development
0 90 limitless)
CC
E
Rainfall intensity 1 yr, 24-hr storm
016 Whir
OK
Pre-0evelopment 1-yr, 24-hr peak flow
0 40 ft'Isec
JUN y 3 2014
Post -development 1-yr, 24-hr peak flow
164 ft3lsec
Pre/Post 1-yr, 24-hr peak flow control
124 ftslsec
BY
Elevations
Temporary pool elevation
4470 fmsl
Permanent pool elevation
44 00 hal
SHWT elevation (approx at the perm pool elevation)
4350 final
Top of 10fl vegetated shelf elevation
4450 fmsl
Bottom of 10R vegetated shelf elevation
4350 brief
Data not needed for calculation option #1 but OK d provided
Sediment deanout, top elevation (bottom of pond)
3600 fmsl
Sediment cleallout, bottom elevation
3400 find
Data not needed for calculation option #1 but OK it provided
Sediment storage provided
200 R
Is them additional volume stored above the state -required temp poolo
N (Y or N)
Elevation of the tap of the additional volume
(trial
Form SW401-Wet Deteritlm Ba&a Rev 94/18/12 Parts I a 11 Design Summery Pagel of 2

Permit No
(b be provtletl oyD )
II DESIGN INFORMATION
Surface Areas
Area, temporary pool 8 585 R
Area REQUIRED permanent pool 4,74811
SAIDA rabo 9 79 limitless)
Area PROVIDED permanent pool, A. _,w 6,107 8` OK
Area, bottom of 1011 vegetated shelf, Ay�_,l,e, 2,747 R
Area, sediment deanout top elevation (bottom of pond) A ., 933 R`
Volumes
Volume, temporary pool
5 235 R'
OK
Volume, permanent pool Vie,,.
19,488 R'
Volume forebay (sum of forebays it more than one forebay)
3 932 R'
Forebay % of permanent pool volume
20 2% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used2
Y (Y or N)
Mounts nlPledmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
979 (unrtless)
Average depth (used in SAIDA table)
Calculation option 1 used2 (See Figure 10-2b)
Y (Y or N)
Volume, permanent pool Vr _,,
19,488 R'
Area provided permanent pod, A _pw
6,107 R`
Average depth calculated
319 R
OK
Average depth used In SAIDA d„ (Round to nearest 0 5fl)
30 R
OK
Calculation option 2 used? (See Figure 10-2b)
N (Y or N)
Area provided permanent pool, Are,,,
6,107 R
Area bottom of tOtt vegetated shelf Ab a
2 747 R
Area sediment deanout, top elevation (bottom of pond) Ay,.y„a
933 fe
'Depth' (distance btw bottom of 1011 shelf and top of sediment)
7 50 R
Average depth calculated
319 R
OK
Average depth used in SAIDA d.. (Round to down to nearest 0 5fl)
30 R
OK
Drawdown Calculations
Drawdown through orifice?
Y
(Y or N)
Diameter of onfice (d circular)
100 in
C i p�
Area of onfice (if -non -circular)
in'
C e Y
Coefficient of discharge (CD)
0 60 (unitless)
JUG 9 2014
Owing head (Ho)
0 23 It
3
Drawdown through weir!
N
(Y or N)
Weirtype
NIA
limitless)
BY
Coefficient of discharge (C„)
06
(unlless)
-��
Length of weir (L)
N/A
R
Driving head (H)
N/A
R
Pre -development i yr 24 hr peak flow
040 fit'/sec
Postdevelopment 1-yr 24-hr peak flow
164 ft'/sec
Storage volume discharge rate (through discharge orifice or weir)
001 R'/sec
Storage volume drawdown time
478 days
OK, draws down in 2-5 days
Adddlonal Information
Vegetated side slopes
3 1
OK
Vegetated shelf slope
10 1
OK
Vegetated shelf width
100 R
OK
Length of flowpath to width ratio
3 1
OK
Length to width ratio
21 1
OK
Trash rack for overflow 8 onficev
Y
(Y or N)
OK
Freeboard provided
13 R
OK
Vegetated filter pmvlded?
N
(Y or N)
OK
Recorded drainage easement provided?
N/A
(Y or N)
OK
Captures all runoff at ultimate build -out?
Y
(Y or N)
OK
Drain mechanism for maintenance or emergencies is
Pump Out
Fom1 SW401 Wet Detention Basin -Rev 9-4/18/12 Paris 1 311 Design Summary Page 2 of 2

PermitNo SW? 1 `1060 y
(to be provided by DWQ)
III REQUIRED ITEMS CHECKLIST
Please Indicate the page or plan sheet numbers where the supporting documentabon 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 )ustificabon
Pagel Plan
IVAIS
Sheet No
_
1 Plans (1" - 50' or larger) of the entire site showing
L2
Design at ultimate build -out,
Off -site drainage (if applicable),
GZ
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 (ROVE, A41A &4%0 4w-4 Stn4y.,E
- Overflow device, and C v^"6x4At— PA14A<
C.1
- Boundaries of drainage easement
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-sechon,
- Vegetation specification for planting shelf, and
- Filter strip
MM
3 Section view of the wet detention basin (1" = 20' or larger) showing
- Side slopes, 31 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures
_
�
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
CJaL6_
5 A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
Wo
to verify volume provided
6 A construchon sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized
CRUX
7 The supporting calculations
8 A copy of the signed and notarized operation and maintenance (08M) agreement
9 A copy of the deed restnchons (d required)
WaOD
10 A soils report that is based upon an actual field invesbgation, soil bonngs, and infiltrabon tests County
soil maps are not an acceptable source of soils Information ^ C I E
rJUN 13 M4
BY
Form SW401-Wet Detention Basin
-Rev 9-4/18/12 Part III Required Items Checklist Page 1 of 1

Dollar General - Longwood
Stormwater Permit No SW8 140604
Brunswick Countv
Designer's Certification
State Sto ater Management Systems
Permit No SW8 140604
m�
I, John Phillip Norris as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically/ etwRlyr'fttiPtimej-ttre
construction of the project,
Dollar General - Longwood
(Project)
for Par 3 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 is included in the Certification
Noted deviations/ from/ approved plans and specifications / Q /
/11e C0174C4— 4-0 �`l�./�ri.na� JOmG ,(w�h C��C y� 711 l 1.
rey(lC.ed 7zrrsa G..,y<j ,Oo,.a�i.� `�lvL' Cvrr.ve7 6-�"�J••Yl��
a-0 raW vI r t /
Signature
Registration Number _
Date March 31, 2015
Page 6 of 7
SEAL
EiCE6 89 E
APR 0 2 2015

atate atormwater rwdndyemeur ayarenu
Permit No SW8 140604
Certification Requirements
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 project is graded such that the runoff
drains to the system
All roof drams are located such that the runoff is directed into the system
The outlet structure elevations are per the approved plan
The outlet structure is located per the approved plans
Trash rack is provided on the outlet structure
All slopes are grassed with permanent vegetation
Vegetated slopes are no steeper than 3 1
The inlets are located per the approved plans and do not cause short-circuiting
of the system
The permitted amounts of surface area and/or 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, such as a vegetated shelf, and a
forebay
The required system dimensions are provided per the approved plans
All components of the stormwater BMP are located in either recorded common
areas, or recorded easements
;DENR-DEMLR Wilmington Regional Office
Brunswick County Budding Inspections
Page 7 of 7

NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
1429 Ash Little River Road, Ash, NC 28420
J Phillip Norris, P E
John S Tunstall. P E
910-287-5900(office) 910-287-5902 (fax)
LETTER OF TRANSMITTAL
To Ms Jo Casmer
Date March 31, 2015
Job No 14014
NCDENR
Subject Dollar General
127 Cardinal Drive Extension
Longwood
Wilmington, NC 28405-3845
SW8 140604
WE ARE SENDING YOU VIA MAIL
® ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ CERTIFICATE
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
❑
FAX TRANSMITTAL. NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910-287-5902 If you have any difficulty
receiving this message
COPIES
DATE
NO
DESCRIPTION
1
03-31-15
Dollar General - Longwood State Stormwater Certification
rZ
1
E
B9 0 015
%
❑ AS REQUESTED
❑ FOR YOUR USE
REMARKS
® FOR REVIEW AND APPROVAL
❑ FOR BIDS DUE
❑ FOR APPROVAL
❑ YOUR PRINTS LOANED TO US
cc Mr Brian Clodfelter / Par 3 Development Group, LLC SIGNED J Phillip Norris, P E / neh
CONFIDENTIAL AND PRIVILEGED Information contained in this document is privileged and confidential, intended for the sole use of the addressee
If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination, distribution or
copying of this document is strictly prohibited If you have received this document in error please immediately notify the sender and return to the
address above