SW8151201_CURRENT PERMIT_20231027

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 (S � a01
DOC TYPE E� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE ) a3 16 a-�-
YYYYMMDD

`7 d wnA.
ROY COOPER a4~
Governor V /
ELIZABETHS..BISER
Secret-y ma wova'
WILLIAM E.TOBY VINSON,JP NORTH CAROLINA
Interim Dlrecair Environmental Quality
October 271, 2023
Southport Presbyterian Church
Attn: Holly Mayberry, President
1025 E. Moore Street
Southport,NC 28461
Subject: Permit Renewal
Post-Construction Stormwater Management Permit No. SW8151201
Southport Presbyterian Church Expansion
Brunswick County
Dear Holly Mayberry:
The Division of Energy,Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on October 271,2023. The Division is hereby notifying you that permit SW8151201 has been
renewed, updated, and re-issued on October 27`s,2023, 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 December 15`s,2031,and does not supersede any other agency permit that
may be required. The project shall be subject to the conditions and limitations as specified therein. This permit
does not impose new or increased stormwater control requirements; it clarifies the rules and requirements of this
program to provide you with a better understanding of your obligations under this permit. Failure to comply with
these requirements will result in future compliance problems. Please note that this permit is not transferable
except after notice to and approval by the Division.
If any parts, requirements,or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings(OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAH within thirty (30)days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee(if a filing fee is required)and/or the details of the filing process at 6714 Mail Service Center,
Raleigh,NC 27699-6714,or via telephone at 919-431-3000,or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Logan Inman in the Wilmington Regional Office,
at(910) 796-7215 or [e-mail]
Sincerely, 19� t1`�'
5�;William E. Toby Vinson,Jr., PE, CPM, Interim Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C—Permitting History
copy of the Renewal Application Documents
Copy of the current operation and maintenance agreement
DES/lwi: %Stormwater\Permits&Projects\2015\151201 HD\2023 10 permit 151201
cc: Wilmington Regional Office Stormwater File
K���� North Carolina Department of Environmental Quality I Division of Energy;Mineral and land Resources
Wilmington Regional office 1127 Cardinal Drive.Extension I Wilmington.North Carolina28405
910.796.7215.

Post-Construction Stormwater Management
Permit No. SW 8151201
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
Southport Presbyterian Church
Southport Presbyterian Church Expansion
1025 E. Moore Street, Southport, Brunswick County
FOR THE
construction, operation and maintenance of one (1) infiltration basin in compliance with the
provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter 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 December 15", 2023, and shall be
subject to the following specified conditions and limitations. The permit issued shall continue in
force and effect until the permittee files a request with the Division for a permit modification,
transfer, renewal, or rescission; however, these actions do not stay any condition. The issuance
of this permit does not prohibit the Director from reopening and modifying the permit, revoking
and reissuing the permit, or terminating the permit for cause as allowed by the laws, rules, and
regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al.
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.7 of this permit. The stormwater control has been designed to
handle the runoff from 82,764 square feet of impervious area.
Page 1 of 5

Post-Construction Stormwater Management
Permit No. SW 8151201
3. The infiltration system is permitted per the Alternative Design Criteria under Section
.1008 (h). The proposed system provides equal or better control, equal or better
protection of surface waters and results in no increased potential for nuisance
conditions. The infiltration system can store at least 2.5 times the minimum design
storm, therefore neither an LS/VFS nor an offline bypass are required.
4. The tract will be limited to the amount of built-upon area indicated in Section 1.7 of this
permit, and as shown on the approved plans. The built-upon area for the future
development is limited to 6,060 square feet.
5. The runoff from all built-upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system.
6. The project shall provide a 50' wide vegetated buffer 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.
7. The following design criteria have been permitted for the infiltration basin and must be
provided and maintained at design condition:
a. Drainage Area, acres: 3.06
Onsite, ft2: 133,415
Offsite, ft2: 0
b. Total Impervious Surfaces, ft2: 82,764
Onsite, ft2: 82,764
Offsite, ft2: 0
C. Design Storm, inches: 3.75"
d. Basin Depth, feet: 3.05
e. Bottom Elevation, FMSL: 19.85
f. Bottom Surface Area, ftz: 5,467
g. Bypass Weir Elevation, FMSL: 22.90
h. Permitted Storage Volume, ft3: 25,807
1. Type of Soil: Wando Fine Sand
j. Expected Infiltration Rate, in/hr: 8.5 *
k. Seasonal High Water Table, FMSL: 17.83
I. Time to Draw Down, hours: 0.28
M. Receiving Stream/River Basin: Southport Restricted Area /
Cape Fear
n. Stream Index Number: 18-88-3.5
o. Classification of Water Body: "Sc.,
To waive both the offline bypass and vegetated filter strip requirements, the system has been
designed to store 2.5 times the required design storm volume and will infiltrate that
volume at half of the measured infiltration rate.
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. If the stormwater system is used as an Erosion
Control device, it must be restored to design condition prior to operation as a stormwater
treatment device, and prior to occupancy of the facility.
Page 2 of 5

Post-Construction Stormwater Management
Permit No. SW 8151201
3. The permittee shall follow the approved Operation and Maintenance Agreement in its
entirety and shall provide and perform the listed operation and maintenance procedures
at the specified intervals to assure the permitted stormwater system functions at the
design condition.
4. Records of maintenance activities must be kept for each permitted BMP. The reports will
indicate the date, activity, name of person performing the work and what actions were
taken.
5. 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.
6. All stormwater collection and treatment systems must be located in public rights-of-way,
common areas or easements. The final plats for the project will be recorded showing all
such required rights-of-way, common areas and easements, in accordance with the
approved plans. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
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. 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.
9. 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.
Page 3 of 5

Post-Construction Stormwater Management
Permit No. SW 8151201
III. GENERAL CONDITIONS
1. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by this
Division and the stormwater rules such as the construction of additional or replacement
on-site stormwater systems. These additional or replacement measures shall receive a
permit from the Division prior to construction.
2. PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days
prior to the expiration date of this permit. The renewal request must include the
appropriate application, documentation and the processing fee as outlined in Title 15A
NCAC 02H.1045(3).
3. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT
INFORMATION. The permittee shall submit a completed Permit Information Update
Application Form to the Division within 30 days to making any one of these changes.
4. TRANSFER. This permit is not transferable to any person or entity except after notice to
and approval by the Director. Neither the sale of the project and/or property, in whole or
in part, nor the conveyance of common area to a third party constitutes an approved
transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate
application, documentation and the processing fee as outlined in 15A NCAC
02H.1045(2). This request must be submitted within 90 days of the permit holder
meeting one or more of the following:
i. A natural person who is deceased;
ii. A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the
property on which the permitted activity is occurring or will occur through
foreclosure, bankruptcy, or other legal proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur.
V. The assignment of declarant rights to another individual or entity;
vi. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214.7(c2);
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site
inspection will be conducted by Division personnel to ensure the permit conditions
have been met and that the project and the on-site stormwater system complies with
the permit conditions. Records of maintenance activities performed to date may be
requested. Projects not in compliance with the permit will not be transferred until all
permit and/or general statute conditions are met.
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.
Page 4 of 5

Post-Construction Stormwater Management
Permit No. SW 8151201
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 conditions
confirming the projects conformance with permit conditions.
e. OBTAINING COMPLIANCE. The Director may notify the permittee when the
permitted site does not meet one or more of the minimum requirements of the permit.
Within the time frame specified in the notice, the permittee shall submit a written time
schedule to the Director for modifying the site to meet minimum requirements. The
permittee shall provide copies of modified plans and certification in writing to the
Director that the changes have been made.
f. OTHER PERMITS. The issuance of this permit does not preclude the permittee from
complying with and obtaining any other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or
ordinances, which may be imposed by any other Local, State or Federal government
agency having jurisdiction. Any activities undertaken at this site that cause a water
quality violation or undertaken prior to receipt of the necessary permits or approvals
to do so are considered violations of NCGS 143-215.1, and subject to enforcement
procedures pursuant to NCGS 143-215.6.
Permit renewed, updated and reissued this the 27th day of October 2023.
NOORTTHICCA-R�O-LINA ENVIRONMENTAL MANAGEMENT COMMISSION
Ul �'u1�,�v 91
William E. Toby Vinson, Jr., PE, CPM, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8151201
Page 5 of 5

Attachment C-Permitting History
Southern Presbyterian Church Expansion
Permit No.SW8 151201
Approval Permit Action RIMS Description of the Changes Modified Plan Sheets
Date Version
High Density Commercial Infiltration Basin Project-construction,operation and
maintenance of one(1)infiltration basin in compliance with the provisions of
Session Law 2008-211 and 15A NCAC 21-1.1000.The stormwater control has been
designed to handle the runoff from 82,764 square feet of impervious area.The
12/15/2015 Original 1.0 infiltration system is permitted per the Alternative Design Criteria under Section C-LQ,C-2.0-2.1,C-3.0
Approval .1008(h).The proposed system provides equal or better control,equal or better 3.1,C-5.0-5.2
protection of surface waters and results in no increased potential for nuisance
conditions.The infiltration system can store at least 2.5 times the minimum design
storm,therefore neither an LS/VFS nor an of(line bypass are required.
10/27/2023 Renewal 1 2.0 Ex Tres: 12/15/2031
Page 1 of 1

/ Permit Number:- v yj�l�p7D /
(to be provided by DWQ)
Drainage Area Number:
Infiltration 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.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it 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: Potentialproblem: How 1 will remediate theproblem:
The entire BMP Trash/debris is present. Remove the trash/debris.
The perimeter of the Areas of bare soil and/or Regrade the soil if necessary to
infiltration 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.
The inlet device: pipe or The pipe is clogged (if Unclog the pipe. Dispose of the
swale applicable). sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the Regrade the swale if necessary to
Swale(if applicable). smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
DEC 0 9 205
Form SW401-Infiltration Basin 0&M-Rcv.3 '—t'n*�2-1—p{=3—E,�

BMP element: Potentialproblem: How I will remediate theproblem:
The forebay Sediment has accumulated Search for the source of the
and reduced the depth to 75% sediment and remedy the problem if
of the original design depth. possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or Provide additional erosion
riprap is displaced. 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 pesticides are used,wipe
them on the plants rather than
spraying.
The main treatment area A visible layer of sediment Search for the source of the
has accumulated. sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than Replace the top few inches of filter
5 days after a storm event. media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are Remove the plants by hand or by
growing in the main wiping them with pesticide (do not
treatment area. spray).
The embankment Shrubs or trees have started Remove shrubs or trees
to grow on the embankment. immediately.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
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 NC Division of Water
damage have occurred at the Quality 401 Oversight Unit at 919-
ou tlet. 733-1786.
V tz
DEC 0 9 2Gi:i �) �
form SW401-Infiltration Basin O&M-Rev.3 13Y'-Page-2-of-3 �/

Permit Number:
(to be provided by DWQ)
1 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:Southport Presbyterian Church Expansion
BMP drainage area number:I
Print name:Michael Hill
Title:Vice President - Board of Trustees
Address:1025 E. Moore Street. Southport. NC 28461
Phone:[phone]nn n
Signature: M , r_ yG �% n u . �• JO
Date: — 8
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I, - kye--(t4,R v l.. Me✓t K , a Notary Public for the State of
NJbr+k caeot"n County of dtul r.1e , do hereby certify that
n t , Ghatl 4%lk personally appeared before me this F—
day of jx cen 6V— ZatS , and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
NEN k. ,y�';
�C
NOTARY X
PUBLIC 2
'-•'PLW c
SEAL
My commission expires_ o.zo 9
1
1� DEC 0 9 265
Form SW401-Infiltration Basin O&M-Rev.3 BY•-PaDf3

„. ., _ r.. , .•. ULMLK'.UNE'UNL'Y r i .
Date a ived Fee Paid Permit Number
a c5 Sr IS j,201
i
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 151201
2. Project name: Southport Presbyterian Church Expansion
3. Project street address: 1025 E. Moore St
City: Southport County: Brunswick ZIP :
28461
4. What, if any, changes have been made to the project as permitted? None
If the project has changed from the original approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at., https://deg.nc.gov/about/divisions/energy-
mineral-land-resources/energy-mi neral-la nd-rules/stormwater-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee orproject name have been made, please complete either the Permit Update form
orthe Permit Transferform available at., https://deg.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.
1. Current Permit Holder's Company Name/Organization: Southport Presbyterian Church
2. Signing Official's Name: Holly Mayberry
3. Signing Official's Title: President
4. Mailing Address: 1025 E. Moore St
City: Southport State: NC ZIP : 28461
5. Street Address: 1025 E. Moore St
City: Southport State: NC ZIP : 28461
6. Phone: [phone]) Email: itsl93193(a)g mail.corn
�YCf o�® AIL
AUIi 0420
Stormwater Permit Renewal Form Page 1 of 3 3Y-----------May-tt 2018

e
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.
1 'tial 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
J and protective covenants will be submitted at a later date.
4. O&M Agreements, Please select one:
❑ I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
5. Dsigner Certifications, Please select one:
A copy of the certification(s) confirming that the project was built in accordance with the
F 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
�f Section C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.gov/online services/search/by title/ Business Registration
ECEIVE
AUG 0 4 2023
BY:
Stormwater Permit Renewal Application Form Page 2 of 3 May 11,2018

D. PERRM' IT_TEE'S CERTIFICATION ,
I, / I OU4 Mau au&r1q the person legally responsible for the permit, certify that I have
a copy of the qermitandO& 1 Agreem 1t on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built-upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct and complete.
Signature: Date: v )-3-
NOTARIZATION: I J
I, Gj yl0. S. OIGUIft , a Notary Public for the State of
NOrkh O&VrOIIK4 , County of do hereby certify
that k}0t(V S. 0.U�b�im personally appeared before me
this the a day of 66uLl 20 23 , and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal, ..
(Notary Seal)
U "-,
�� ,-.................
Notary Signature: co
�• =n
My commission expires��" al =o '•. r D O
0t - O
.......................:
00
EGEOVIE
AUG 0 4 2023
By:
Stormwater Permit Renewal Application Form Page 3 of 3 May 11,2018

,y Permit No. r/,-,)
(to be provided by DWQ)
N?nF WATE.'gOL
A�f-A a STORMWATER MANAGEMENT PERMIT APPLICATION FORM p�<
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out,printed and submitted.
The Required Items Checklist(Part III)must be printed,filled out and submitted along with all of the required information.
I.'PROJECT,INFORMATION
v
Project Name Southport Presbyterian Church Expansion -
Contact Person Jeremy Blair,PE
Phone Number 910-791.6707 - -
Date 121412015
Drainage Area Number 1'
117-DESIGWINFORMATION',- "'•'-r l4NG. .- . 'r 1 ( '
Site Characteristics
Drainage area 133,415.00 ft3
Impervious area " 82,764,00' ft'
Percent impervious 62.04 %
Design rainfall depth 1.50 :in
Peak Flow Calculations
1-yr,24-hr rainfall depth 3.25. in
1-yr,24-hr intensity inlhr
Pre-development 1-yr,24-hr discharge .ft3lsec
Post-development 1-yr,24-hr discharge ft3lsec
Pre/Post 1-yr,24-hr peak flow control ft3isec
Storage Volume:Non-SA Waters
Minimum design volume required 10,145.00 ft3
Design volume provided 25,807.00 ,ft3 OK for non-SA waters N.3•�• ����
Storage Volume: SA Waters y'L.SK %W'Ji R9 Vowmz
1.5'runoff volume ft3
Pre-development 1-yr,24-hr runoff volume ft3
Post-development 1-yr,24-hr runoff volume - ' ;ft3
Minimum required volume it
Volume provided ft3
Soils Report Summary
Soil type Wando FinQSand
Infiltration rate - 8.50 ' inlhr
SHWT elevation 17.83 -fmsl
Basin Design Parameters
Drawdown time 0.28 days OK (4,r uL tyFLn) Moa Wft�
Basin side slopes - -3.00 :1 OK
Basin bottom elevation 19.85 fmsl OK
Storage elevation 22.90 first
Storage Surface Area 9,220.00 ft2
Top elevation 24.50 fmsl
Basin Bottom Dimensions
Basin length 160.00 it
Basin width 34.00 It
Bottom Surface Area 5,467.00 ftz
DEC 0 9 20i3
Form SW401-Inf1tration Basin-Rev.5 11Apr2011 Parts I.&'II.Design Summary,Page 1 of 2

Permit No.
(to be provided by D WQ)
Additional Information
Maximum runoff to each inlet to the basin? (_ '- 2.00 ac-in OK
Length of vegetative filter for overflow - n/a :ft OK
Distance to structure I ff
Distance from surf ace waters n/a; 'ft OK
Distance from water supply well(s) nla -;' %fl OK
Separation from impervious soil layer n/a �'ff OK
Naturally occuring soil above shwt 5.17' h OK
Bottom covered with 4-in of clean sand? Y (Y or N) OK
Proposed drainage easement provided? n/a. _;(Y or N) OK
Capures all runoff at ultimate build-out? Y: (Y or N) OK
Bypass provided for larger storms? - Y (Y or N) OK
Pretreatment device provided Y Stilling Device
DEC VBY:
Form SW401-Infiltration Basin-Rev.5 11Apr2011 Parts I.S 11.Design Summary.Page 2 of 2

State Stormw•ater Permit No. SWS 151201
Jb• Page 6 of 7
Southport Presbyterian Church Expansion
Stormwater Permit No. SW8 151201
Brunswick County
Designer's Certification
1, Jeremy R. Blair as a duly registered Professional Engineer in the
State of North Carolina, having been authorized to observe eriodioal weekly/full
time) the construction of the project,
Southport Presbyterian Church Expansion
(Project)
for Southport Presbyterian Church (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:
CAln
?�•�O QOFessb
t_ '
SignatureC4 z 028852
Registration N - Iber 288`�Z ''� R.
Date
G E i V
JAI 11 2111
ext
Store ofNonh Caroline I Environmental Qaalim I Energy.Mineral znd Land Resow=
27 Cardinal Drive Extension I Wilmington.NC 28405
9107967215 T 1 910 350 20N E I F;;o:rieaRal r:denrarzAvcS4r!

Smit. Slo,-nwaler I'enni:.No. WS:1 1201
Pap- 7 of 7
Certification Requirements:
IU 1. The drainage,area to the system contains approximately the permitted
V 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
y runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the,system.
DU Fle F
5. The§gpass ructure weir elevation is per the approved plan.
A A' 6. The bypass structure is located per the approved,plans.
+k�-
�7. A Trash Rack is provided on the ypass trucfure.
$8. All slopes are grassed with permanent vegetation. .
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located'perthe 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.
The required system dimensions are provided per the approved plans.
cc: NCDEQ-DEMLR Wilmington Regional Office
Southport Building Inspections
Brunswick County Engineering
fJ'AN 2 2 2019
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