SW8080807_CURRENT PERMIT_20231030

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE CY CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE .�(4 1p so
YYYYMMDD

STATE .
ROY COOPER
Governor
ELIZABETH S.B1SER Y`
Secretary '�PQ14N�•
WILLIAM E.TOBY VINSON,JR NORTH CAROLINA
Interim Director Environmental Quality
October 30th, 2023
Wrightsboro Baptist Church, Inc.
Attn: B.T. Hundley, Signing Director
2736 Castle Hayne Road
Wilmington,NC 28401
Subject: Permit Renewal
Post-Construction Stormwater Management Permit No. SW8080807
Wrightsboro Baptist Church
New Hanover County
Dear B.T. Hundley:
Effective August 1, 2013, the Post-Construction Stormwater Management Program has been transferred from the
Division of Water Quality("DWQ")to the Division of Energy, Mineral and Land Resources("DEMLR"). All
previous references to DWQ will remain in older 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 2009-406. 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 October 27°i, 2023. The Division is hereby notifying you that permit SW8080807 has been
renewed, updated, and re-issued on October 30', 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 September 10",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 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 OA14 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 in the Wilmington Regional Office, at(910) 796-
7215 or [e-mail].
Sincerely, / �y
X William E. Toby Vinson, Jr., PE, CPM, Interim Director
Division of Energy, Mineral and Land Resources
North Carolina Department of Environmental Quality I Division of Energy,Mineral and land Resources
J/ Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington,North Carolina 28405
'wwe�ammr� /^�4 910.796.7215

State Stormwater Permit No. SW8 080807
Page 2 of 2
Enclosures: Attachment A—Designer's Certification Form
Attachment C—Permitting History
copy of the Renewal Application Documents
Copy of the current operation and maintenance agreement
DES/Iwi: \\\Stormwater\Permits&Projects\2008\080807 HD\2023 10 permit 080807
cc: Wilmington Regional Office Stormwater File
�tt North Carolina Department of Environmental Quality I Division of Energy.Mineral and Land Resources
J/ Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington,North Carolina 28405
rv �ou ��` // 910.796.7215

State Stormwater Management Systems
Permit No. SW8 080807
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST-CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Wrightsboro Baptist Church, Inc.
Wrightsboro Baptist Church
2736 Castle Hayne Road, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 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 September 1011, 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
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 1.6 of this permit. The stormwater control has been designed to
handle the runoff from 84,444 square feet of impervious area.
3. The tract will be limited to the amount of built-upon area indicated in section 1.6 of this
permit, and per approved plans.
Page 1 of 5

State Stormwater Management Systems
Permit No. SW8 080807
4. 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.
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 following design criteria have been provided in the wet detention pond and must be
maintained at design condition:
a. Drainage Area, acres: 5.72
Onsite, ft2: 249,307
Offsite, ft2: None
b. Total Impervious Surfaces, ft2: 84,444
C. Design Storm, inches: 1.5
d. Pond Depth, feet: 5.3' (3.27 avg)
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSL: 30
g. Permanent Pool Surface Area, ft2: 22,532
h. Permitted Storage Volume, ft3: 26,970
i. Temporary Storage Elevation, FMSL: 31.5
j. Controlling Orifice: 1.5"0 pipe
k. Permitted Forebay Volume, ft3: 13,512
I. Fountain Horsepower, HP 1/4
M. Receiving Stream/River Basin: Ness Creek / Cape Fear
n. Stream Index Number: 18-74-62
o. Classification of Water Body: "C:SW'
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.
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 080807
3. The permittee shall at all time 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 re-vegetation 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 outlet structure, orifice device, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
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 are allowed in the pond, subject to the following criteria:
a. The minimum permanent pool volume is 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool
surface.
C. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
d. The fountain may not be placed into the forebay.
e. The falling water from the fountain must be centered in the main pond, away from
the shoreline.
f. The maximum horsepower for a fountain in this pond is 1/4 horsepower.
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, the permittee shall cause a certification from
an appropriate designer for the system installed to be submitted, certifying that the
permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A modification
may be required for those deviations.
8. If the stormwater system 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. 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

State Stormwater Management Systems
Permit No. SW8 080807
11. 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.
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,
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 080807
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 project's 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 30th day of October 2023.
NORTH CA OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
��fJ��
t William E. Toby Vinson, Jr., PE, CPM, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Stormwater Permit No. SW8 080807
Page 5 of 5

State Stormwater Management Systems
Permit No. SW8 080807
New Hanover County
Designer's Certification
I, as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project)
for (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:
SEAL
Signature
Registration Number
Date
Page 1 of 2

State Stormwater Management Systems
Permit No. SW8 080807
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 outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. 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. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDEQ-DEMLR Wilmington Regional Office
Page 2 of 2

Attachment C-Permitting History
Wrightsboro Baptist Church
Permit No.SW8080807
Approval permit Action RIMS Description of the Changes Modified Plan Sheets
Date Version
High Density Project-construction,operation and maintenance urn wet detention
Original pond in compliance with the provisions of 15A NCAC 2H A 000.The stormwater
9/26/2008 Approval 1.0 control has been designed to handle the runoff from 84,444 square feet of impervious
area.
Approved Plan Revision-The revisions include revising the distribution of BHA:
Drainage Area I Drainage Area 2
Pre-1988 Impervious Area
On-Site Buildings 25,323 0 On-Site
Streets 50,743 0
On-Site Parking 20,916 0
On-Site Sidewalks 3,880 0
Other On-Site 0 7,849
Off-Site 0 0
1/15/2010 Minor I I Total 100,862 7,849 CO-I,C3
Modification Permitted Area
On-Site Buildings 0 15,945
On-Site Streets 0 41,637
On-Site Parking 0 19,013
On-Site Sidewalks 0 0
Off-Site 0 0
Total 0 76,595
Total,Per Drainage Area: 100,862 84,444
Total,Pre-1988 Impervious Area: 108,711
Total,Overall: 185,306
10/30/2023 Renewal 2.0 Ex Tres:9/10/2028
Page 1 of 1

{ Permit Number: to b ko
(to be provided by DWO)
Drainage Area Number:
Wet Detention Basin Inspection 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 ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® 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 first 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 inspection 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. a ix.inch.
SEP 2 2 7008
�
Form SW401-Wet Detention Basin LLtiM-Rev.l
BY:-- —

PcmutNumber: �urb �XU�o7
(to be provided 61v TWO)
Drainage Area Number:
BMP element: Potentialproblem: How I will remediate theproblem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
swale sediment off-site.
The pipe is cracked or Replace the pipe..
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to
swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future probiems 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 s ra in .
The vegetated shelf Best professional practices Prune according to best professional
show that pruning is needed practices
to maintain optimal plant
health.
Plants are dead,diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present. Remove the weeds, preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
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% of the area. and control the algal growth.
Cattails,phragmites or other Remove the plants by wiping them
invasive plants cover 50% of with pesticide(do not spray).
the basin surface.
S,E P
gY 2 2 Z008
Form SW401-Wet Detention Basin I&M-Rev.2

Permit Number: d L<T S() �-o �-U 2
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potentialproblem: How I will remediate theproblem:
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
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 5.3 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 3.0 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation 30.0
Sediment Removal . 27.0 Pe t.wen Pool
------------- Volume Sediment Removal Elevation 24.7 Volume
Bottom Elevatim L,0 li Miu.
---------------------------- ------------
Sediment Bottom Elevation 23.7 1-d Y n.
Storage Sediment
Storage
FOREBAY MAIN POND
R�CF
7V FLj
SEP 2 Z�QB
By;
Form SW401-Wet Detention Basin I&M-Rev.2

• + , Permit Number:
• (to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Wrightsboro Baptist Church
BMP drainage area number:I
Print name:Billy Miller
'ritle:Development Committee Chairman
Address:Wrightsboro Baptist Church, 2736 Castle l-layne Road, Wilmington, NC 28401
Phone:[phone]
Signature:
Date: —D
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.
a Notary Public for the State of
C<Jr.6 ��'County of Q do hereby certify that
/y� j zac-i- / ; personally appeared before me this,, &
day of `�/. _ ' and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
.'sue :. �<. •-! ,ty
r•..t T' .^ >1
SEAL
My commission expires/ RFC' d;T`T
By
Form SW401-Wet Detention Basin I&M-Rev.2

r:
DEMLR USE ONLY
Date Fk6oei r Fee Paid "� Permit Number
a� v o
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 is 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 080807
?_Project name: Wriuhtsboro Baptist Church
Project street address: 2736 Castle Havne Road
City: Wilmington County: NC ZIP :
28401
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.
https,//deg.nc.gov/about/d ivisions/energy-mineral-land-resources/energy-mineral-1 and-rules/stormwater-or
oaMm 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
httos,Hdeg.nc.aov/aboutLdivis4ons/energy-mineral-land-resources/energy-mineral-land-rules/stormwater-or2=
/noct- cnstr u .tion. State Stormwater Permits do not automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: Wrightsboro Baptist Church, Inc.
2. Signing Official's Name: B_ T. Hundley
3. Signing Official's Title: Signing Director(serving a term thru `24)
4. Mailing Address: 2736 Castle Havne Road
City: Wilmington State: _L_ ZIP:
28401
5. Street Address: Same
City: State: -ZIP :
fL_Phone: ( 910 )763-3181 Email: infoQwrjghtsborobaotistchurch.orp
OCT 21 7fi
OCT 12 2023
gY:G�
BY:
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office(Urbanizing Areas Ph 2, USMP, Non-Coastal HQW/ORIM. Only applications packages that
include a 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:
x 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:
x 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.
x 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.
x-N/A on applicable deed restrictions, protective covenants, etc.
x-,See attachment#1 concerning BUA. The area is according to the planned project and has not
been altered since the project completion.
x 4. O&M Agreements, Please select one:
❑ 1 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
x❑ 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.
x-See Ashley Smith's (DEQ)8-21-'23 email, attachment#2
_ * 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.
x-See Ashley Smith's(DEQ) 8-21'23 email, attachment#2
x 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.aov/online services/search/by title/ Business Repi tra ion
x-See attachment#3, (2-pages)
EC IVE
Stormwater Permit Renewal Application Form Page 2 of 3 May 11.2018 OCT 2 7 2023
BY:_

D. PER�M/ITTEE'S CERTIFICATION
I, /JPR Net.Rd- T f ,the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site(or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built-upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct and complete.
Signature: &Alm-G/f-Gr- Date: d e> o� 3
NOTARIZATION:
1, C'�',N\t-<- Koss a Notary Public for the State of
N or}\x Cfnro County of IJcw H", ve• , do hereby certify
that %Cf nwr !4 0 M S h ale y -Sr,. personally appeared before me
this the 7- day of 00-0bc-r 20 Z3 , and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
CHANDLER KOSH
NOTARY PUBLIC
Notary Signature: New Hanover County
North Caroline
My commission expires 0%G ILe7 q My Commission Expires 10/06/2024
EGEIVE
OCT 2 7 2023
BY:
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Permit No. sw8 O$O$07
(to be provicbd by DWQ)
=o�wnrF�,o
o c
DENR
17
MC G
' STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled oul.printed and submitted.
The Required Items Checklist(Part III)must be printed,filled out and submitted along with all of the required information.
PROJECT INFORMATION
Project name Wrightsboro Baptist Church
Contact person Larry Knced-Tripp Engineering,P.C.
Phone number 910-763-5100
Date 09t25108
Drainage area number 1
IL DESIGN INFORMATION
Site Characteristics
Drainage area 249.307 ft'
Impervious area 84.444 ft'
%impervious 33.87 %
Design rainfall depth 1.5 in
Storage Volume: Non-SR Waters
Minimum volume required 11,058 111
Volume provided 38.770 ft'
Storage Volume: SR Waters
1-yr,24-hr runoff depth in
Pre-development 1-yr,24-hr runoff ft'
Post-development 1-yr,24-hr runoff fN
Minimum volume required 0 ft'
Volume provided ft'
Peak Flow Calculations
Isprelpost control of the 1-yr24-hr peak flow required? Y (YorN)
1-yr,24-hr rainfall depth 3.8 in
Rational C,pre-development 0.3 (unitless)
Rational C,post-development 0.5 (unitless)
Rainfall intensity:1-yr,24-hr storm 5.6 inthr
Pre-development 1-yr,24-hr peak flow 8.1 fNlsec
Post-development 1-yr,24-hr peak flow 15.8 ft'/sec
Pre(Post 1-yr,24-hr peak flow control 7.7 ft'/sec
Basin Elevations
Basin bottom elevation 23.70 ft
Sediment cleanout elevation 24.70 ft
Bottom of shelf elevation 29.50 ft
Permanent pool elevation 30.00 ft
Top of shelf elevation 30.50 It
Temporary pool elevation 31.50 It
Volume and Surface Area Calculations
SAIDA ratio 3.90 (uni0ess)
Surface area at the bottom of shelf 19,462 ft'
Volume at the bottom of shelf 63,006 ft'
Permanent pool,surface area required 9.723 It,
Permanent pool,surface area provided 22.532 it, OK
Permanent pool volume 73.573 W
Average depth for SAIDA tables 3.27 ft OK
Surface area at the top of shelf 25,788 ft'
Volume at the top of shelf 86,148 it,
Form SW401-Wet Detention Ba&n-Rev.3 Parts 1_11_Design Summary,Page 1 of 2

Ms .. Permit No. S W B 0 608o7
(fo ba prov4 d by DWry
NOPP"WI. DESIGN INFORMATION
Torebayvolume 13,512 ft3
Forebay%of permanent pool volume 18 % OK
•Temporary pool,surface area provided 27,763 ft'
Drawdown Calculations
Treatment volume drawdown time 2.03 days OK
Treatment volume discharge rate 0.17 to/s
Pre-development 1-yr,24-hr discharge 8.1 Us OK
Post-development 1-yr,24-hr discharge 0.22 fN/s OK
Additional Information
Diameter of orifice 1.50 in
Design TSS removal 90 %
Basin side slopes 3 :1 OK
Vegetated shelf slope 10 :1 OK
Vegetated shell width 10 It OK
Length of flowpath to width ratio 3 :1 OK
Length to width ratio 1.5 :1 OK
Trash rack for overflow&orifice? y (Y or N) OK
Freeboard provided 1 It OK
Vegetated filter provided? N (Y or N) Design must be based on 90%TSS removal
Recorded drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate build-out? Y (Y or N) OK
Drain mechanism for maintenance or emergencies pump to be supplied
OK
Form SW401-Wet Detention BaervRev.3 Parisi _II_Design Summary Page 2 of 2

High Density Commercial Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000, the Management Regulations, deed restrictions and
protective covenants are required for High Density Commercial Subdivisions where lots will be
subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a built-
upon area consistent with the design criteria used to size the stormwater control facility.
I, d;I I t i-,L: r 1 er , acknowledge, affirm and agree by my signature below, that
I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot
within the project known as W':�k 4 s b o r o a.p+,s4 C
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built-upon area per lot is 84 444 square feet. {OR, if the
proposed built-upon area per lot will vary, please use the following format & language (in bold):
The maximum built-upon area per lot, in square feet, is as listed below:
Lot# BUA Lot# BUA Lot# BUA Lot# BUA
This allotted amount includes any built-upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built-upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the ' ision of Water Quality and receive a permit
prior to constru t' 9
Signature: Date: oZL� — y�
/r a Notary Public in the
State �tx7 County of
do hereby certify that Y` personally appeared
before me this the 0 ay of p 2008 , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAL
SfOature EE
My Commission expires �� //
Form DRPC-1 Rev.1 Page 1 of 1