SW8980236_Current Permit_20221102

ROY COOPER
Governor
ELIZABETH. S, BISER
Secretary
BR.IAN WRENN
November 2, 2022
NORTH CAROLINA
EavW=X0#dQl
Hutson & Nieper Enterprises, LLC.
Attn: Louis Nieper, Manager
8232 Market St.
Wilmington, NC, 28411
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8 980236
J. Afichaels Philly Deli North
New Hanover County
Dear Mr. Nieper:
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
preI'ous references to DWQ will remain in older permits 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 October 311, 2022. The Division is hereby notifying you that permit SW8 980236 has been
renewed, updated, and re -issued on November 2II1, 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 May 8a`, 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, N-C. 27699-6714, or via telephone at 919-43 1-3 000, or visit their website at www,NCOAH.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Aisia Freeman in the Wilmington Regional
Office, at phone # [phone] or [e-mail].
Sincerely,
For Brian Wrenn, Director
Division of Energy, Mineral and Land Resources.
Enclosures: Attachment C — Permitting History
Copy of the Renewal ApplicationDocuments
Copy of the Current Operation and Maintenance Agreement
DES/afA\\Stormwater\Permits & Projects\ 1 998\980236 HD\2022 11 permit 980236
cc: Wilmington Regional Oft —ice Stormwater File
North Carolina.Department of ErwWonmentai Qw tiEy I Division of Energy Inllneral and Land Resources
E J/ Wti7min r= Regional office I. 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
rioa,E+sLO"
o�a�.rro�ar 910.796.725

Post -Construction Stormwater Management Systems
Permit No. SW8 980236
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
Hutson & Nieper Enterprises, LLC
J. Michael's Philly Deli, North
8232 Market Street, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of one (1) wet detention Dond(s) in compliance with the provisions of
15A NCAC 2H .1000 and Session Law 2008-211, as applicable (hereafter collectively referred to as the
"stormwater rules') as outlined in the application, approved stormwater management plans, supplement,
calculations, operation and maintenance agreement, recorded documents, specifications, and other
supporting data (the "approved plans and specifications") as attached and/or on file with and approved by the
Division of Energy, Mineral and Land Resources (the "Division" or "DEMLR"). The project shall be
constructed, operated and maintained in accordance with these approved plans and specifications. The
approved plans and specifications are incorporated by reference and are enforceable part of this permit.
This permit shall be effective from the date of issuance until May 8t', 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.
2. This stormwater system has been approved for the management of stormwater runoff as described in
Section 1.8 of this permit. The stormwater control has been designed to handle the runoff from 39,426
square feet of impervious area.
3. For the impervious areas added by the modification and applicable to the Session Law 2008-211 rules,
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.
Page 1 of 5

Post -Construction Stormwater Management Systems
Permit No. SW8 980236
4.
A vegetated filter strip is not required for this pond as it has been designed for a 90% total suspended
solids removal efficiency.
5.
The tract will be limited to the amount of built -upon area indicated in this permit, and per approved
plans. This permit does not provide any allocation of built -upon area for the future deveiopment.
6.
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.
7.
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.
8.
The following design criteria have been provided in the
wet detention pond and must be maintained at
design condition:
a. Drainage Area, acres:
1.25
Onsite, subject to 15A NCAC 2H.100, ft2:
53,934
Onsite, subject to SL 2008-211, ft2:
516
Offsite, ft2:
none
b. Total Impervious Surfaces, ft2:
39,426
Onsite, subject to 15A NCAC 2H.100, ft2:
38,910
Onsite, subject to SL 2008-211, ft2:
Offsite, ft2:
none
c. Design Storm:
15A NCAC 2H.1000, inches: 1.0
SL 2008-211, inches:
1.5
d. Pond Design Depth, feet:
5.0
e. TSS removal efficiency:
90%
f. Permanent Pool Elevation, FMSL:
12.5
g. Permanent Pool Surface Area, ft2:
2,835
h. Permitted Storage Volume, ft3:
4,291
i. Temporary Storage Elevation, FMSL:
13.8
j. Controlling Orifice:
1.0"0 pipe
k. Orifice flowrate, cfs:
0.03
I. Permitted Forebay Volume, ft3:
715
m. Fountain Horsepower:
N/A, PPV <30000 cf
n. Receiving Stream/River Basin:
UT to Pages Creek / Cape Fear
o. Stream Index Number:
18-87-22
p. Classification of Water Body:
"SA"
II. SCHEDULE OF COMPLIANCE
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 the design condition The signed and approved Operation and
Maintenance Agreement must be followed in its entirety and maintenance must occur at the scheduled
intervals.
Page 2 of 5

Post -Construction Stormwater Management Systems
Permit No. SW8 980236
4. 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.
5. Decorative spray fountains will not be allowed in the stormwater treatment system as the permanent
pool volume is less than 30,000 cubic feet.
6. 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.
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.
B. 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.
9. If the stormwater system was 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.
10. Access to the stormwater facilities for inspection and maintenance shall be maintained via appropriate
recorded easements at all times.
11. Prior to the construction of any permitted future areas shown on the approved plans, the permittee shall
submit final site layout and grading plans to the Division for approval.
12. 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.
Page 3 of 5

Post -Construction Stormwater Management Systems
Permit No. SW8 980236
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.
2. PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate application,
documentation and the processing fee as outlined in Title 15A NCAC 02H.1045(3).
3. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT INFORMATION. The
permittee shall submit a completed Permit Information Update Application Form to the Division within
30 days to making any one of these changes.
4. TRANSFER. This permit is not transferable to any person or entity except after notice to and approval
by the Director. Neither the sale of the project and/or property, in whole or in part, nor the conveyance
of common area to a third party constitutes an approved transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This request must
be submitted within 90 days of the permit holder meeting one or more of the following:
i. A natural person who is deceased;
ii. A partnership, limited liability corporation, corporation, or any other business association that
has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the property on which
the permitted activity is occurring or will occur through foreclosure, bankruptcy, or other legal
proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the permitted
activity is occurring or will occur,
V. The assignment of declarant rights to another individual or entity;
vi. The sale or conveyance of the common areas to a Homeowner's or Property Owner's
Association, subject to the requirements of NCGS 143-214.7(c2);
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site inspection will be
conducted by Division personnel to ensure the permit conditions have been met and that the project
and the on -site stormwater system complies with the permit conditions. Records of maintenance
activities performed to date may be requested. Projects not in compliance with the permit will not be
transferred until all permit and/or general statute conditions are met.
5. COMPLIANCE. The permittee is responsible for compliance with the terms and conditions of this
permit until the Division approves the transfer request.
a. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable recorded
documents, and specifications shall be maintained on file by the permittee at all times.
b. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property during
normal business hours to inspect all components of the permitted project.
c. ENFORCEMENT. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the requirements of the stormwater rules is subject to
enforcement procedures as set forth in NCGS 143 Article 21.
d. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an annual
certification completed by either the permittee or their designee confirming the projects
conformance with permit conditions
Page 4 of 5

Post -Construction Stormwater Management Systems
Permit No. SW8 980236
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.
OTHER PERMITS. The issuance of this permit does not preclude the permittee from complying
with and obtaining any other permits or approvals that are required for this development to take
place, as required by any statutes, rules, regulations, or ordinances, which may be imposed by
any other Local, State or Federal government agency having jurisdiction. Any activities
undertaken at this site that cause a water quality violation or undertaken prior to receipt of the
necessary permits or approvals to do so are considered violations of NCGS 143-215.1, and
subject to enforcement procedures pursuant to NCGS 143-215.6.
Permit renewed, updated, and reissued this the 2nd day of November 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ekd�a WSP
For Brian renn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Permit No. SW8 980236
Approval
Date
Permit Action
RIMS
Version
Description of the Changn
Modified Plan Sheets
High Density Commercial Project -construction, operation
Original
and maintenance of a detention pond in compliance with
5/8/1998
Approval
1.0
the provisions of 15A NCAC 2H .1000. The stormwater
C1-2
control has been designed to handle the runoff from
38,910 square feet of impervious area.
High Density Commercial Project -operation and
9/20/2010
Renewal
2.0
maintenance of one wet detention pond in compliance
with the provisions of 15A NCAC 2H .1000 effective
September 1, 1995.
High Density Commercial Wet Detention Pond Project -
construction, operation and maintenance of one (1) wet
detention pond(s) in compliance with the provisions of
15A NCAC 2H .1000 and Session Law 2008-211. The
9/14/2012
Major
2.1
stormwater control has been designed to handle the
C1
Modification
runoff from 39,426 square feet of impervious area. The
following modifications are included and covered by this
permit: The addition of 516 square feet of impervious
area to the p=nitted drainage area to account for the
covered deck.
11/2/2022
Renewal
3.0
New expiration date: 05/08/2022
Page 1 of 1

Permit Number: Mai (6
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system check one):
❑ does I V1 does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does Er does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the fast initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. 'Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/ debris is present.
Remove the trash/ debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.4
. ches.
Form SW401-Wet Detention Basin O&M-Rev.4
AUG 17 2012
UI
Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
swale
The pipe is clogged.
Unclog the pipe. Dispose of the
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 professionai practices
11rune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50`Ya of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of I
with pesticide (do not spray).
i
the basin surface.
ECIEIVEs
AUG 17 2012
Form SW401-Wet Detention Basin O&M-Rev.4 BY._ YPage 2 Of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potential roblem:
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 a licable
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads `4 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads ) J feet in the forebay, the sediment
shall be removed.
Sediment Removal
ti I]
------------
� to t
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation I Z 1 5
�ermanen PoololmSediment Removal Elevation 4b15
Min. --------------------------------------------
Sediment Bottom Elevation `7 5
Storage
FOREBAY MAIN POND.
AUG 17 2012
BY:
Volume
1-ft
Storage
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

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 nam..e:J Michael's Philly Deli, North
BMIP drainage area number:
Print name:Hutson & Nieper Enterprises LLC
Title: Joseph M. Hutson, Manager
Address:8232 Market Street.Wilmineton. NC. 284
Signature: Q _ ,�t-
Date: r�2/
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, �,Ui2d�k1Ul0�1` ICAb , a Notary Public for the State of
CwobYA , County of R2iu'ISi idc , do hereby certify that
. kichotQj hf m personally appeared before me this 17
day of '�- , 201 Z , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
.0
pI AR y
U; Nrss•®
.��. P U B
SEAL
My commission expires Soo L 2-D
14
AUG 17 2012
sr:
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

DEMLR USE ONLY
' Date Reteived
Fee Paid
Permit Number
a
i5l3o
t,t)$ q gD 33(p
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60. (c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: Shfo 113 DZ3 b
2. Project name: �� IV�C /�LL,`5 PHUY DELI e NoRTAi
3. Project street address:
T 5
City: WiL, 04CT1i hl County:
4. What, if any, changes have been made to the project as permitted? NOME
zip: z II
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: httas:/Idea. nc.gov/abouVdivisions/ene[gy-
mineral-land-resources/energy-mineral-land-rules/stormwater-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://dgg. nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
�{l,1TStxl � N�lEplr� ENTER
LLG
1. Current Permit Holder's Company Name/Organization: ,ha, S lG EL'_S ?-HILLY nF.-Li
�
2. Signing Official's Name: LOW5 WEEfa
3. Signing Official's Title: CAD -OWNER , S1FG.-TREAS,
4. Mailing Address: 132-37 M Wk! IRE" r
City: W kL MIIJ .`C�29- State: _ zip: S f
5. Street Address: 92
City: WI -Al ICIState: C ZIP :2�I
6. Phone: ( ) 2 Email: �U, Q- O 11 I c [6tn
OCT 31 2022
BY..--
Stormwater Permit Renewal Form Page " 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,
a/ 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 Ayireef nents, 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, seated, 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).
httos://www.sosnc.gov/online services/search/by title/ Business Registration
OCT 31 2022 i
BY:
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
I, Low-5 qeyz , 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 0&M Agreement and approved plans. 1 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, qTwnership. All information provided on this permit renewal application is, to the best of my
knowledge, core t and canmlete.
NOTARIZATION:
I, ft►usohr , a Notary Public for the State of
Nolr4h mQ Iim , County of kav fld1' wmM : , do hereby certify
that Lwis N1 personally appeared before me
this the 7A day of bG✓ , 20 22 , and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature:
My commission expires 4?.,6 sov i
a, HF.�.; p's
o
iNQTAR}•ji
aL+IG ;=C�
Olt
III W III. ,
OCT 31 2022
SY
Stormwater Permit Renewal Application form Page Z :~rs" 3 May 11, 2018

Permit No Y`r U 146
(to be pioWdad by DWQ
of WA TE9
uuee � pG
o �
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be frHed out, printed and submitted
The Required Items Checklist (Part 111) must be printed, tlited out and submitted along with all of the required information.
I, PROJECT INFORMATION
Project name 1 Michaers Philly Deli, Nodh
Conlact person i Robert Patterson
Phone number 910-520-0278
Date 8/1312012
Drainage area number #1
IL DESIGN INFORMATION
Site Characteristics
Drainage area
54,450fe—53934 $jAk@ Ir1�
C7Ib SqA @ {,j"
Impervious area, post -development
% impervious
39,426 fe — ' 71 10
72.41 % 5y{ I
�r i b 5� iT @ )'S
Design rainfall depth
1,1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
3,210 fe
Volume provided
4,291 ns
OK, volume provided is equal to or in excess of volume required.
Storage Volume: SAWaters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
fe
Post- development 1-yr, 24-hr runoff
fe
Minimum volume required
fe
Volume provided
fe
Peak Flow Calculations
is the prelpost control of the 1yr 24hr storm peak flow required?
(Y or N)
1-yr, 24-hr rainfall depth
in
Rational C, pre -development
(unitless)
Rational C, post -development
(unitless)
Rainfall intensity:)-yr, 24-hralorrn
inlhr
Pre -development 1-yr, 24-hr peak flow
et=
Post -development 1-yr. 24-hr peak flow
ft lsec
Pre/Post 1-yr, 24-hr peak flow control
Owe
Elevations
Temporary pool elevation
13.80 final
Permanent pod elevation
12.50 fmsl
SHWT elevation (approx. at the perm. pool elevation)
fmsl
Top of 1 Oft vegetated shelf elevation
12.50 fmsl
Bottom of 1 Oft vegetated shelf elevation
11.50 fmsl
1
Sediment deanout, top elevation (bottom of pond)
7.50 fmsl
!L V L1J
Sediment deanout, bottom elevation
Sediment storage provided
fmsl
7.50 ft
S E P 0 6 2012
Is there additional volume stored above the state -required temp. pool? N
(Y or N)
BY.
Elevation of the top of the additional volume
fmsl
Form SW401-Wet Detentan Basin-Rev.94118112 Parts I. & II. Design Summary. Pape 1 of 2

Permit No.
(to be provided by DWQ)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool
3,767 fe
Area REQUIRED, permanent pool
2,743 ft
SAIDA ratio
6.00 (unifless)
Area PROVIDED, permanent pod, A,,,,,_,,,
2,835 fe OK
Area, bottom of 1Oft vegetated shelf, Abdshed
fe
Area, sediment cleanout, top elevation (bottom of pond), AmtP.1d
f?
Volumes
Volume, temporary pod
4,291 fe OK
Volume, permanent pool, V,,y,,,
3,272 fe
Volume, forebay (sum of forebays if more than one forebay)
715 fe
Forebay % of permanent pod volume
21.9% % OK
SAIDA Table Data
Design TSS removal
q® %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
IQ (Y or N)
SAIDA ratio
5.00 (unifless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
(Y or N)
Volume, permanent pool, VP, -,-
3.272 ft'
Area provided, permanent pool, AP,,,-,,,
2,835 ff
Average depth calculated
It
Average depth used In SAIDA, day (Round to nearest 0.5ft)
it
Calculation option 2 used? (See Figure 10-2b)
(Y or N)
Area provided, permanent pool, Ar,,,,_,,,
2,835 fe
Area, bottom of 10ft vegetated shelf, Abo ha
it
Area, sediment deanout, top elevation (bottom of pond), A,a-p„d
le
'Depth' (distance blw bottom of 10ft shelf and top of sedimeno
4.00 ft
Average depth calculated
ft
Average depth used in SAIDA, d. (Round to down to nearest 0.511)
5.0 ft
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -ran -circular)
Coefficient of discharge (Co)
Driving head (H,)
Drawdown through welr?
Weir type
Coeffldent of discharge (C )
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge odf ce or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Y (Y or N)
1.00 in
if?
0.60 (unifiers)
1.30 ft
(Y or N)
(unifless)
(unifiers)
ft
ft
f?lsec
ielsec
0.03 ft lsec
2.40 days
r
Need 3 ft min.
Insufficient. Check calculation.
Storage volume discharge rate greater than predev.1yr24hr.
OK, draws down in 2-5 days.
3 :1
10:1
OK
OK
�� C11�j D
10.0 ft
OK
3 :1
Insufficient flow path
to width ratio. Must not g gft piJcU'Mor+d. 2 2
V O
2.0:1
OK
JCr
Y (Y or N)
OK
1.7 R
OK
BY:
N (Y or N)
OK
Y (Y or N)
OK
Y (Y or N)
OK
Emergency Spillway
l
T,
Form SW401-Wet Detention Basin-Rev.9-4/18112 Parts I.8 It. Design Summary, Page 2 of 2