SW8080744_CURRENT PERMIT_20220616

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 QS c)-j A4
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2022 C)lD I
YYYYMMDD

ROY COOPER
Governor
ELIZABETH S. BISER
secretary
BRIAN WRENN
Director
June 16,2022
First Citizens Bank and Trust Company
Attn: Stephen Dunn, Senior Vice President
4300 Six Forks Road
Raleigh, NC 27609
NORTH CAROLINA
Environmental Quarrty
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8 080744
First Citizens Bank- Oak Island
Brunswick County
Dear Mr. Dunn:
Effective August I, 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 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.
On August 5, 2009, the Governor signed Session Law 2009406. This law impacted any development approval
issued by the former Division of Water Quality under Article 21 of Chapter 143 of the General Statutes, which
was current and valid at any point between January 1, 2008, and December 31, 2010. The law extended the
effective period of any permit that was set to expire during this time frame to three (3) years from its current
expiration date. On August 2, 2010, the Governor signed Session Law 2010-177, which granted an extra year for
a total of four (4) years extension.
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on June 15, 2022. The Division is hereby notifying you that permit SW8080744 has been
renewed, updated, and re -issued on June 16, 2022, as attached. Please be aware that the renewal and re -issuance
of this stormwater permit does not imply that the site is currently in compliance.
This permit shall be effective until November 5, 2028, which includes all available extensions, 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 flearings (OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Ashley Smith in the Wilmington Regional
Office, at [phone] or [e-mail].
Sincerely��y,(jlW i P
N; Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
�D North Carolina Department of Environmental Quality 1 Division of Energy. Mineral and land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wllmingtom North Carolina 28405
910.796.726

State Stormwater Permit No. SW8 080744
Page 2 of 2
Enclosures:
DES/ams:
cc:
Attachment C — Permitting History
Renewal Application Documents
\\\Storcrwater\Permits & Projects\2008\080744 HD\2022 06 permit 080744
Andrew Plato, EIT; 421 Fayetteville Street, Suite 600; Raleigh, NC 27601
Wilmington Regional Office Stormmwater File
D_E Q�� North Carolina Department of Environmental Quality I Division of Energy, Mneral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
�w� / 910.796.7215

Post -Construction Stormwater Management
Permit No. SW8 080744
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
First Citizens Bank and Trust Company
First Citizens Bank
8900 East Oak Island Drive, Oak Island, Brunswick County
FOR THE
construction, operation and maintenance of an underground infiltration trench in compliance with the
provisions of Session Law 2006-246 and 15A NCAC 2H .1000 (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 November 5, 2028 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 on page 2 of this permit. The stormwater control has been designed to
handle the runoff from 30,928 square feet of impervious area.
3. A vegetated filter has been waived for this system.
4. The tract will be limited to the amount of built -upon area indicated in Section 1.8 on page 2 of
this permit, and per approved plans. This permit does not provide any allocation of built -upon
area for future development.
Page 1 of 5

Post -Construction Stormwater Management
Permit No. SW8 080744
5.
6.
7.
8.
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.
The runoff from all built -upon area within the permitted drainage area of this project must be
directed into the permitted stormwater control system.
The built -upon areas associated with this project shall be located at least 30 feet landward of
all perennial and intermittent streams.
The following design criteria have been provided in the infiltration trench and must be
maintained at design condition:
rw
a
M.
n.
o.
P.
q
r.
Drainage Area, acres:
Onsite, ft':
Offsite, ft':
Total Impervious Surfaces, ft':
Onsite, ft':
Offsite, ft2:
Design Storm, inches:
Trench Length, ft:
Trench Width, ft:
Trench Height, ft:
Number of Stormtech Chambers:
Chamber volume, ft3:
Bottom Elevation, FMSL:
Bypass Weir Elevation, FMSL:
Permitted Storage Volume, ft':
Predevelopment 1 year 24 hour
peak flow rate, cfs:
Post development 1 yr 24 hour
peak flow rate, cfs:
Type of Soil:
Expected Infiltration Rate, in/hr:
SHWT, FMSL:
Time to Draw Down, days:
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
1.32
57,500
0
30,928
30,928
0
4.06 (1 yr -24 hr rainfall depth)
74.27
30
3.5
51
45.9
13.5
17.0
4,525 (pre/post difference)
0.63
1.96
Kureb Fine Sand
10.0
11.5
0.56
UT to Elizabeth River
18-88-9-2-(1)
SA/HQW
II. SCHEDULE OF COMPLIANCE
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 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.
4. 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.
Page 2 of 5

Post -Construction Stormwater Management
Permit No. SW8 080744
5. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at the design condition. The approved Operation
and Maintenance Plan must be followed in its entirety and maintenance must occur at the
scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of bypass structure, filter media, flow spreader, catch
basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
6. Records of maintenance activities must be kept for each permitted BMP. The records will
indicate the date, activity, name of person performing the work and what actions were taken.
7. The permittee shall submit to the Division an annual summary report of the maintenance and
inspection records for each BMP. The report shall summarize the inspection dates, results of
the inspections, and the maintenance work performed at each inspection.
8. 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.
9. Access to the stormwater facilities shall be maintained via appropriate easements at all times.
10. 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.
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.
Page 3 of 5

Post -Construction Stormwater Management
Permit No. SW8 080744
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.
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
Permit No. SW8 080744
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 16th day of June 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
C a
Brian Wrenn. Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C - Permitting History
First Citizens Bank
Permit No. SW8 080744
Approval
Date
permit Action
B1MS
Version
Description of the Changes
8/21/2008
Original
Approval
1.0
10/15/2009
Modification
1.1
Additional parking added to
the site plan adjacent to the
building; net increase of
impervious area added to the
site is .04 acres. 3 additional
stormtech chambers were
added to the existing system
6/16/2022
Renewal
2.0
Expires November 5, 2028

Pennit Number: / L✓O �p 07 ��
(to be provider) by DIVQ)
Drainage Area Number:
Infiltration Trench Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area of the infiltration trench will be carefully managed to reduce
the sediment load to the sand filter.
— The water level in the monitoring wells will be recorded once a month and after
every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County).
The infiltration trench will be inspected once a quarter 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 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 roblem:
I low 1 will remediate theproblem:
The entire BMP
"Crash/debris is present.
Remove the trash/debris.
The grass filter strip or
Areas of bare soil and/or
Regrade the soil if necessary to
other pretreatment area
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one -lime fertilizer application.
Sediment has accumulated to
Search for the source of the
a depth of greater than six
sediment and remedy the problem if
inches.
possible. Removethesedimentand
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
The flow diversion
The structure is clogged.
Unclog the conveyance and dispose
structure (if applicable)
of any sediment off -site.
The structure is damaged.
Make any necessary repairs or
replace if damage is too large for
re air.
Form SW401-Infiltration Trench O&M-Rev.3 Page I of 3

BMP element:
Potentialproblem:
flow 1 will remediate theproblem:
The trench
Water is ponding on the
Remove the accumulated sediment
surface for more than 24
from the infiltration system and
hours after a storm.
dispose in a location that will not
impact a stream or the BMP.
The depth in the trench is
Remove the acaunulated sediment
reduced to 75% of the original
from the infiltration system and
design depth.
dispose in a location that will not
impact a stream or the BMP.
Grass or other plants are
Remove the plants, preferably by
growing on the surface of the
hand. If pesticide is used, wipe it on
trench.
the plants rather than spraying.
The observation well(s)
The water table is within one
Contact the DWQ Stormwater Unit
foot of the bottom of the
immediately at 919-733-5083.
system for a period of three
consecutive months.
The outflow pipe is clogged.
Provide additional erosion
protection such as reinforced turf
matting or ripmp if needed to
prevent future erosion problems.
The outflow Pipe is damaged.
Repair or replace the pipe.
The emergency overflow
Erosion or other signs of
The emergency overflow berm will
berm
damage have occurred at the
be repaired or replaced if beyond
outlet.
repair.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
ou tlet.
733-1786.
Form SW40IAntHuation Trench O&M-Rev.3 Page 2 of 3

Permit Number:
(to be provided ht, DJ Q)
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.
Projecl name: First Citizens Bank
BA41' drainage area number:
Print name: Thomas B. Morris
Title: Senior Vice President
Address: P.O. Box 27131, Ralciih, NC 27611
Phone: 91
Signature:
Z
Note: 'file 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.
Sk'F. o r a Notary Public for the State of
ncmiAn Co cn\, rw County of t,.b.k� do hereby certify that
personally appeared before me this q
clay of : t,\„ oo , and acknowledge the due execution oft lie
forgoing infiltration trench maintenance requirements. Witness my hand and official
seal,
ap TA,Q�
6 08 LAG,
SEAL
My commission expires 3,\ y .99;
Form SW401-Infiltration Trench 0&M-Rev.3 Page 3 of 3

UEMLK USE UNLY
Date Received
I Fee Paid
Permit Number
'b I 7.0Z2
u k"n
1 sw8 OZ 0-1ti`A
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 080744
2. Project name: First Citizens Bank
3. Project street address: 8900 E Oak Island Drive in Oak Island, NC.
City: Oak Island County: Brunswick Zip : 28465
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 fora Major
Modification or Minor Modification Application form available at: htti)s://deg.nc.gov/about/divisions/energv-
mineral-land-resources/energy-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.gov/abouUdivisions/enerqv-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: First Citizens Bank and Trust
2. Signing Official's Name: Stephen Dunn
3. Signing Official's Title: 5emor vice vresicent
A ....:I:.._ AJJ__..... 4300 Six Forks Road
-r. iv,anniy n��i caa.
City: Raleigh State: NC ZIP ; 27609
5. Street Address: 4300 Six Forks Road
City: Raleigh State: NC ZIP : 27609
6. Phone:( 919 ) 716-2801 Email: [e-mail]
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

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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/0RI9. 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:
SD 1. A permit application processing fee of $505.00 payable to NCDEQ.
SD 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.
N/A 3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
SD 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.
SD 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.
N/A 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.
N/A 7. [IF APPLICABLE] When thepermittee 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
1115115 2022
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE''S CERTIFICATION
I, — SA('I .y , 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, corre t and complete.
Signature: AM I L— Date:
couuWgKe
NOTARIZATIOIT
a Notary Public for the State of
/1i.. �, County of do hereby certify
that 94PPM) NA i)1i1 personally appeared before me
this the 20�, and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature'
VIAA �,
My commission expires
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

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Permit
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NCDENsi STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
INFILTRATION TRENCH SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part /I/) must be printed, filled out and submitted along with all of the required information
I. PROJECT INFORMATION
Project name
First Cilizens Bank
Contact person
Thomas B. Morris
Phone number
919-716-8239
Date
9/2412IX19
Drainage area number
Site Characteristics
Drainage area
57,500.00
ryr
Impervious area
30.928.00
ryr
Percent impervious
53.8%
Design rainfall depth
1.50
in
Peak Flow Calculations
1-yr, 24•hr rainfall depth
q.Ofo 4,59.
in
1•yr, 24-hr intensity
2.46
inrnr
Pre -development 1-yr, 24-hr discharge
0.63
rya/sec
Post -development 1-yr, 24-hr discharge
k Mb -"Q.
ff3/sec
Pre/Post 1•yr, 24-hr peak flow control
1,33 *si
h3/sec
Storage Volume: Non -SA Waters
Minimum volume required
rya
Volume provided
rya
Storage Volume: SA Waters
1.5" runoff volume
3866.00
rya
Pre -development 1-yr, 24-hr runoff volume
2.864.00
rya
Post -development 1-yr, 24-hr runoff volume
6,867.00
03
Minimum volume required
4003.00
f(3
Volume provided
4,525.30
rya
Solis Report Summary
Soil type
Kureb Fine Sand
Infiltration rate
10.00
in/hr
SHWT elevation
11.50
frost
Trench Design Parameters 1
sAixynYec.
Drawdown time
ScI40`_�—h be->
Pederaled9i� h
OF C1Ia rlbe--5
Number of laterals
Stone type (e used)
Stone void ratio
Stone is free of fines?
OK
0.56 days OK
-6674045.9 of is IC�Pambw
51 chambers it
7
#57
40
y (Y or N) OK
SEP 2 4 2009
Form SW401.Infiltration Trench-Rev.4 Parts I. 811. Design Summary, Page 1 of 2

k
Trench Elevations
Bottom elevation
Storage/overflow elevation
Top elevation
Trench Dimensions
Length (long dimension)
Width (short dimension)
Height (depth)
Additional Information
Maximum volume to each inlet into the trench?
Length of vegetative filter for overflow
Number of observation wells
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Depth of naturally occuring soil above SHWT
Bottom covered with 4-in of clean sand?
Proposed drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger stones?
Trench wrapped with geotextile fabric?
Pretreatment device provided
13.50
fmsl OK
17.00
fmsl
17.00
fmsl
74.27
it
30.00
H
3.50
ft OK
1.10
ac-In
0.00
ft
1
>20
ft
>50
0
>100
ft
>2
ft
6.50
it
Y
(YorN)
N
(Y or N)
Y
(YorN)
Y
(Y or N)
Y
(Y or N)
Isolator Row
Permit No. ` M i �3YO1L1 1
(to be provided by DWO)
OK
Filter Is too short, must be > 30-ft
OK
OK
OK
OK
OK
OK
OK
Need a recorded drainage easement
OK
OK
OK
RECEIVED
SEP 2 4 2009
BY: --
Form SW4011-Infiltration Trench-Rev.4 Parts I. & 11. Design Summary, Page 2 of 2

L . . `f
Permit No. J) _i VVON 7
(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.
Pagel Plan
Initials Sheet No.
f8yNtleb 1. Plans (V - 50' or larger) of the entire site showing:
- Design at ultimate build -out, Snee15 0,c5
-Off-sitedrainage(if applicable), Nth
- Delineated drainage basins (include Rational C coefficient per basin), SWCMWPSEA hNN.YSIh,h1P@IIItl, lj
- Trench dimensions, 51+sat ctu
Pretreatment system, SnEet [al-15ouSOR Ravl
High flow bypass system, 5Hee9 cut
Maintenance access, eHemb c5,ol
Proposed drainage easement and public right of way (ROW), r:lh-11e1 REUVIIREU 61 THE TanN ar OhK ULMD
Overflow device, and %*-ET o2
Boundaries of drainage easement. NIA
Wit
NAVIES
2. Partial plan (1" = 30' or larger) and details for the infiltration trench showing:
- Bypass structure, 9HE61' 02
-Maintenance access, 1514E!5166,cll
- Basin bottom dimensions, 5HEE1 Ub
- Basin cross-section with benchmark for sediment cleanout, 5"M n0
- Flow distribution detail for inflow, SNtitl C5
-Vegetated filter, and NIA
- Pretreatment device. SnEfa ol-1501.A10k ROW
tvr
c I Q
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
mitmhTEt
- Inlet and outlet structures.
hNALVrb
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
h� (.
17 *e h11ACHED 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
rk7 Q
6. A construction sequence that shows how the infiltration basin will be protected from sediment until the
entire drainage area is stabilized.
Samwhia
ty fQh0bl5
7. The supporting calculations.
005it X P
te WE h"het�D
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
R t4I A g. A copy of the deed restrictions (if required).
Form SW401-Infiltration Trench-Rev.2
Pad F. Required Items Checklist, Page 1 of 1

IP t
State Stormwater Management Systems
Permit No. SW8 080744 MOD
First Citizens Bank
Stormwater Permit No. SW8 080744 MOD
Brunswick County
Designer's Certification
)�Na b. KvzEr►sKt as a duly registered 1Ro;ES5f•.JkL CPclJeV-lz inthe
State of North Carolina, having been authorized to observe eno (call weekly/ full
time) the construction of the project,
FIRST c�T%-UrJS T>F,t^
(Project)
for FIRST <-MZEn1S SPOK . (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 specification:
SEE C-Oveir, LEl't ER
Signature l� D• ✓�`
Registration Number o33S41
Date II (2 (01
SEAL
Zi
/�i
ESS/ ••�y��i
'a SEAL ..
033841 ;
Page 7 of 8

llm

State Stormwater Management Systems
Permit No. SW8 080744 MOD
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
✓ 2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
✓ 3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
✓ 4. All roof drains are located such that the runoff is directed into the system.
✓ 5. The bypass structure elevations are per the approved plan.
✓ 6. The bypass structure is located per the approved plans.
A 7. A Trash Rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
✓ 9. Vegetated slopes are no steeper than 3:1.
✓ 10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
✓ 11. The permitted amounts of surface area and/or volume have been
provided.
✓ 12. All required design depths are provided.
✓ 13. All required parts of the system are provided.
✓ 14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 8 of 8