SW8981232_CURRENT PERMIT_20211005

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 q $1232
DOC TYPE
® CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
202A 1005
YYYYMMDD

ROY COOPER
Governor
ELIZABETH S BiSER
BRIAN WRENN
Director
October 5, 2021
First Baptist Church of Leland, Inc
Arm Leroy Taylor, Chairman of Tnistees
517 Village Road NW
Leland, NC 28451
NORTH CAROLINA
Envhvnmatta! Quality
Subject: Permit Renewal
State Stormwater Management Permit No SW8 981232
First Baptist Church Leland, Inc.
Brunswick County
Dear Mr Taylor
Effective August 1, 2013 the State Stormwater 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 stormwater 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 issuance 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
stormwater permit that was set to expire during this time Same 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 Wilmington Regional Office received a complete 8-year Stormwater Management Permit Renewal Application for
the subject project on September 16, 2021 The Division is hereby notifying you that permit SW8 981232 has been
renewed on October 5, 2021, and shall be effective until January 31, 2029, which includes all available extensions
For your records, please find enclosed a renewed, updated, and re -issued permit and a copy of the renewal application
As requested, a copy of the current operation and maintenance agreement is enclosed Please keep this permit on file at
all times Please note that the renewed, updated., and re -issued permit does not impose new or different terms, it merely
restates some of the previous terms to provide you with a better understanding of your obligations under the permit
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with the
terms and conditions of this state stormwater permit The plans origmally approved on March 19, 1999 and most
recently modified on January 31, 2007, will remain in full force and effect in accordance with the regulations set forth
in Title 15A NCAC 2H 1000
This permit is subject to the conditions and ]mutation as specified therein Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changes of ownership, transfemng the permit, and renewing the permit Failure to establish
an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions,
to transfer the permit, or to renew the permit, will result in future compliance problems
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
D_E QZ� North Carolina Department of Environmental Quality I Drvrnon of Energy A4neral and land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 28405
9107967215

State Stormwater Permit No SW8 981232
Page 2 of 2
If you have any questions, need additional copies of the permit or approved plans, please contact Ashley Smith in the
Wilmington Regional Office, at [phone] or ashleym smith@ncdenr gov
Sincerely,
ncr
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures O&M Agreement
Attachment C — Permitting History
Renewal Application Documents
DES/ams %Stormwater\Pemuts & Projects\ 1 998\981232 HD\2021 10 pemvt 981232
cc Sabrina B Babson, PE, East Coast Engineering, P C , 4918 Main Street, Shallotte, NC 28459
Wilmington Regional Office Stormwater File
D E Q�� North Carolina Department of Environmental Quality I Division of Energy Mineral and Land Resources
Wilmington Regional Office I IZ7 Cardinal Drive Extension I Wilmington North Carolma 28405
... —N /r 9107967215

State Stormwater Management Systems
Permit No SW8 981232
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE 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
First Baptist Church of Leland, Inc
First Baptist Church of Leland, Inc
Brunswick 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 the approved stormwater
management plans and specifications and other supporting data as attached and on file with and
approved by the Division of Energy. Mineral and Land Resources (the "Division" or "DEMLR") and
considered an enforceable part of this permit
This permit shall be effective from the date of issuance until January 21, 2029, and shall be subject to
the following specified conditions and limitations
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 16 on page 2 of this permit The stormwater control has been designed to
handle the runoff from 184,679 square feet of impervious area This pond must be operated
with a vegetated filter
3 The tract will be limited to the amount of built -upon area indicated on page 2 of this permit, and
per approved plans This permit makes no allocation for any future built -upon area
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
Page 1 of 5

State Stormwater Management Systems
Permit No SW8 981232
w.^
The following design criteria have been provided in the wet detention pond and must be
maintained at design condition
a Drainage Area, acres
Onsite, ft2
Offsite, ft2
b Total Impervious Surfaces, ftz
c Design Storm, inches
d Pond Depth, feet
e TSS removal efficiency
f Permanent Pool Elevation, FMSL
g Permanent Pool Surface Area, ft2
h Permitted Storage Volume, It'
i Temporary Storage Elevation, FMSL
t Controlling Orifice
k Permitted Forebay Volume, ft'
I Receiving Stream/River Basin
m Stream Index Number
n Classification of Water Body
II SCHEDULE OF COMPLIANCE
4
5
0
682
297,258
None
184,679
1
6
85% (vegetated filter required)
1200
8,200
15,215
1370
1 75"0 pipe
5,820
Sturgeon Creek / Cape Fear
18-77-1
I.C. Sw"
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
During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately
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 outlet structure, orifice device, flow spreader, catch
basins and piping
g Access to the outlet structure must be available at all times
Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEMLR The records will indicate the date, activity, name of person
performing the work and what actions were taken
Decorative spray fountains 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 1/8 horsepower
The facilities shall be constructed, operated and maintained in accordance with the provisions
of this permit, the approved plans and specifications, and the supporting documents attached
to this permit and on file with the Division
Page 2 of 5

State Stormwater Management Systems
Permit No SW8 981232
7 Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, a certification must be received from an appropriate
designer for the system installed certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and other supporting
documentation Any deviations from the approved plans and specifications must be noted on
the Certification A modification may be required for those deviations
8 If the stormwater system 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
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 protect or SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ regional
office upon completion of the modification
a Any modification to the approved plans and specifications, regardless of size including
the SCM(s), BUA, details, etc
b Redesign or addition to the approved amount of BUA or to the drainage area
c Further development, subdivision, acquisition, lease or sale of any, all or part of the
protect and/or property area as reported in the approved plans and specifications
d Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan
e The construction of any allocated future BUA
f The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included in
the approved plans and specifications
g Other modifications as determined by the Director
12 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 Any items not in compliance must be
repaired, replaced restored, or resolved prior to the transfer Records of maintenance activities
performed to date may be requested
III GENERAL CONDITIONS
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
The issuance of this permit does not preclude the permittee from complying with and obtaining
any other permits or approvals that are required for this development to take place, as
required by any statutes, rules, regulations, or ordinances, which may be imposed by any
other Local, State or Federal government agency having jurisdiction Any activities undertaken
at this site that cause a water quality violation or undertaken prior to receipt of the necessary
permits or approvals to do so are considered violations of NCGS 143-215 1, and subject to
enforcement procedures pursuant to NCGS 143-215 6
Page 3 of 5

State Stormwater Management Systems
Permit No SW8 981232
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
4 Permit Transfer This permit is not transferable to any person or entity except after notice to
and approval by the Director The permittee shall submit a completed and signed "Permit
Transfer Application Form" (available on the Division website) accompanied by the required
fee and supporting documentation as listed on the form, to the Division at least 60 days prior
to any one or more of the following events
a The sale or conveyance of the protect area in whole or in part, except in the case of an
individual lot sale that is made subject to the recorded deed restrictions and protective
covenants,
b Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05 or
NCGS 57D-6-07 and 08,
c Bankruptcy,
d Foreclosure, subject to the requirements of Session Law 2013-121,
5 Current Permittee Name or Address Changes The permittee shall submit a completed
"Permit Information Update Application Form" (available on the Division website) to the
Division within 30 days to making any one or more of the following changes
a A name change of the current permittee,
b A name change of the protect,
c A mailing address change of the permittee,
6 The permittee is responsible for compliance with all terms and conditions of this permit until
the Division approves the transfer request Neither the sale of the protect, in whole or in part,
nor the conveyance of common area to a third party constitutes an approved transfer of the
permit
7 The permittee grants Division Staff permission to enter the property during normal business
hours to inspect all components of the permitted protect
8 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 permit conditions
9 Approved plans, application documents, supplements, calculations, operation and
maintenance agreement, and specifications for this protect are incorporated by reference and
are enforceable parts of the permit A copy of this permit, application, supplements, operation
and maintenance agreement, and approved plans and specifications shall be maintained on
file by the permittee
10 Unless specified elsewhere, permanent seeding requirements for the on -site stormwater
system must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual
11 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
12 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)
Page 4 of 5

State Stormwater Management Systems
Permit No SW8 981232
Permit renewed, updated and reissued this the 5thh day of October 2021
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
C&-&=� 20
ox-, Brian vvrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C - Permitting History
First Baptist Church of Leland
Permit No SW8 981232
Approval
Date
Permit
Action
BIMS
Version
Description of the Changes
3/19/1999
Original
Approval
1 0
Installation of catch basins,
replacing some existing catch
1/31/2007
Modification
1 1
basins and redirecting the flow of
stornwater to the existing pond on
site
Permit Update Form filed
Project Name First Baptist
10/5/2021
Renewal
20
Church of Leland, Inc
Corporation Name First Baptist
Church of Leland, Inc

---UtMLK UDt UNLY',
Date R ived
Fee Paid
Permit Number
a
sty Y IZ "
STATE STORMWATER
PERMIT INFORMATION UPDATE APPLICATION FORM
There is NO FEE for updating project name or permittee information
This form is to only to be used by the current permittee to notify the Division of
1) changes to the Point of Contact (signing official) for the current permittee (LLC, Corporation, HOA or POA),
2) changes to the mailing address, phone number or email address of the current permittee,
3) changes to the name of the project, and
4) changes to the legal corporate name as documented by a Name Change or Merger filed with the NCSOS
A NEW PERMIT INFORMATION
State Stormwater Permit Number SW8 981232 Mod
Are you updating
(check all that apply)
If so, please provide the updated information
Protect name
First Baptist Church of Leland, Inc
Corporation Name'
First Baptist Church of Leland, Inc
[✓Permit Contact Name2 3
Leroy Taylor
[J1 Permit Contact Title
Chairman of Trustees
❑ Mailing Address3
517 Village Road NW Leland, NC 28451
❑ Phone number
910-371-2233
[✓7Email address
kbowman(aftcleland org
' Provide documentation such as a Name Change / Merger filed with the NCSOS
2 Provide supporting documentation such as NCSOS filing The permit contact's position musteeard3pce
with 15A NCAC 02H 1040(1) 111Z gl *Y
3 If more than one point of contact or mailing address is being changed, please attach a separ sh,�eet
16 2t1 '
B CERTIFICATION OF PERMITTEE 8y"
I, Leroy Taylor, Chairman of Trustees the current permittee, hereby notify DEMLR that I am making the
changes as listed in Section A above I further attest that this application for an update to the permit information currently
on file is accurate 909 complete J, the best of my knowledge
9r—/Sr l.Io al
-aMIU/ , a Notary Public for the State of North Carolina
County of do hereby certify that Leroy Taylor, Chairman
personally appeared before me this the S li-- day of 0,Ne.0t 2021 , and acknowledge the due
execution of the forgoing instrument Witness my hand and official seal,
(Notary Seal)
r REBEKAH D TAYLUR
Notary PuDhc NortD Carolina
Brunswick County
�t My Commrevon ExD res
Notary Signature a,,-o-lk." a .si t -r s" ZQ23—
My commission expires %- f s- a O D
Stormwater Permit Information Update Form Page 1 of 1 May 11, 2017

DEMLR USE ONLY
Date Reqerved,
Fee Paid
Permit Number
to
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
pnor 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 981232
2 Project name First Baptist Church of Leland Inc
3 Project street address
City Leland
517 Villaae Road NW
County
Brunswick
4 What, if any, changes have been made to the project as permitteV None
ZIP 28451
If the project has changed from the ongina/ approved plans, please complete SWU-101 fora Ma/or
Modification or Minor Modification Application form available at https //deg nc gov/about/dwlsions/energv-
mineral-land-resources/energv-mineral-la nd-rules/stormwater-program/past-construction
B PERMITTEE INFORMATION
If changes to the permittee orproject name have been made, please complete either the Permit Update form
or the Permit Transfer form available at https //deg nc qov/about/divisions/energv-mineral-land-
resources/energv-mineral-land-rules/stormwater-program/post-construction State Stormwater Permits do not
automatically transfer with the sale of the property
1 Current Permit Holder's Company Name/Organization First Baptist Church of Leland, Inc
2 Signing Official's Name Leroy Taylor
3 Signing Official's Title Chairman of Trustees
4 Mailing Address
City Leland
5 Street Address
City
517 Villaqe Road NW
6 Phone ( 910 ) 371-2233 Email kbowman@fbcleland org
INC ZIP 28451
State ZIP
SEP 1 6 2021 IIp
By_
Stormwater Permit Renewal Form Page 1 of 3 May 11 2018

C SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW) Only applications packages that
include all required items listed below will be accepted and reviewed
Initial each item below to indicate that the required information is provided in the application package
1 A permit application processing fee of $505 00 payable to NCDEQ
6r 71.1 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
G� 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
1 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 certifications) 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
Cp& 7 [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC)
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C 2 per 15A NCAC 2H 1043(3)(b)
https 1/www sosnc gov/online services/search/bv title/ Business Registration
SEP 16 2021 ;
BY_
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D PERMITTEE'S CERTIFICATION
Leroy Taylor, Chairman of Trustees , 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
protect, SCMs, or ownership All information provided on this permit renewal application is, to the best of my
knowledge, corre nd complete
Sgnat 44-.�5 �tZi Date 5/"Vg
NOTARIZATION p
I, � t?yQVa T_�1� ` CA-M1 t%Y t a Notary Public for the State of
c �
North Carolina , County of 1� do hereby certify
that Leroy Taylor, Chairman of Trustees personally appeared before me
. this the CJAday of SQ` r 20 21 and acknowledge the due
execution of the forgoing instrument Witness my hand and official seal,
(Notary Seal) :REIBEKAH D TAYIOR
Nublic North Carolina
nswick County
Notary Signature�t�-2�
My commission expires 1 1 S b)0a3
SEP 16 2021
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Permit No
(to be provided by D1VQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
Thu form may be photocopied for use as an original
DWO Stormwater Management Plan Review
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculattons, and plans and specifications showing all basin and outlet
structure details
I. PROJECT INFORMATION
Project Name Leland Baptist Church
Contact Person rerpy Taylor Phone Number ( 910 ) 371-2233
For projects with multiple basins, specify which basin this worksheet applies to (nni}l, tine i�a ,n
elevations
Basin Bottom Elevation 6.0 ft
Permanent Pool Elevation 12.0 ft
Temporary Pool Elevation 13.7 ft
areas
Permanent Pool Surface Area 8200 sq ft
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA1
Diameter of Onfice
'Design Rainfall
Design TSS Removal 2
Fi_717 ac
4.136 ac
f1' 25,450
-3A,s359— cu ft
15,170 cu ft
�trv" 5820 cu ft
0.0265
1.75 in
1 in
85 %a
(floor of the basin)
(elevation of the onfice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required)
(minimum 85% required)
Form SWU-102 Rev 3 99 Page 1 of 4
ORIGIN l

Footnotes
1 When using the Division SAIDA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth Linear interpolation should be employed to determine the correct value for non-
standard table entries
2 In the 20 coastal counties the requirement for a vegetative filter maybe waived if the wet detention basin is designed to provide
90% TSS removal The NCDENR BNIP manual provides design tables for both 85% TSS removal and 90% TSS removal
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N C Department of Environment, Health and Natural Resources, February 1999) and Admtmstrative Code
Section. 15 A NCAC 2H 1008
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached If the applicant has designated an agent in the Stormwater Management Perrrut
Application Form, the agent may initial below If a requirement has not been met, attach justification.
The permanent pool depth is between 3 and 6 feet (required mimmum of 3 feet)
The forebay volume is approximately equal to 20% of the basin volume
The temporary pool controls runoff from the design storm event
The temporary pool draws down in 2 to 5 days
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
The basin length to width ratio is greater than 3-1-
The basin side slopes above the permanent pool are no steeper than 3 1
A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
Vegetative cover above the permanent pool elevation is specified
A trash rack or similar device is provided for both the overflow and orifice
:1, k A recorded drainage easement is provided for each basin including access to nearest right-
of-way
I If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin'
in. A mechanism is specified which will drain the basin for maintenance or an emergency
C P"—r
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
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) O'does 0 does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does "Oes not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3 99 Page 2 of 4
iai', J190

Matnterfance activities shall be performed as follows
1 After every significant runoff producing rainfall event and at least monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
Check and clear the onfice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed
Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
3 Inspect and repair the collection system (i a catch basins, piping, swales, nprap, etc ) quarterly to
maintain proper functioning
4 Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below) Removed sediment shall be disposed
of in an appropriate, manner and shall be handled in a manner that will not adversely impact water quality
(1 a stockpiling near a wet detention basin or stream, etc )
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 y.5 feet in the main pond, the sediment shall be removed
When the permanent pool depth reads a 9 feet m the forebay
Sediment
Bottom
El 8.3
------------
on 7-0
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation
Sediment Removal Elevation 7.5
Bottom Elevation 6.0
the sediment shall'Se'removed
4'
�o 'l
75%
25%
Remove cattails and other indigenous wedand plants when they cover 50% of the basin surface These
plants shall be encouraged to grow along the vegetated shelf and forebay berm
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical
Form SWU-102 Rev 3 99 Page 3 of 4

All components of the wet detention basin system shall be maintained in good working order i;
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above I agree to notify DWQ of any problems with the system or pnor to any
changes to the system or responsible party
Print name Las'oy Taylor
Title ChaiXMn of the Board of Tnictaaa
Address F 1 n_ i/ f (M1 h of TP1and 517 V 1lAge Rd , Leland, NC 22451
Phon
Signs
Date
Note The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
I, 5�� 1 r�J• r ]� If>Sdtr� a Notary Public for the State ofiI(Y'I}-) rGarls Yi b..,
County of(�?3run5W t C!C _ do hereby certify that h �
personally appeared before me this 194h day of 7VbV m 6,(- , /99, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witness my hand and official seal,
IF
SEAL
My commission expires
Form SWU-102 Rev 3 99 Page 4 of 4

Permit No
(to be provided by MVQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate cntena for built upon area and transports stormwater runoff
primarily through vegetated conveyances Low density projects should not have a discrete stormwater collection
system as defined by 15A NCAC 2H 1002(18) Low density requirements and density factors can be found in
15A NCAC 2H 1005 through 1007
I . PROJECT INFORMATION (please complete the following information)
Project Name
�r5�
]�icf CACLWA o Z",ol
Contact Person
L Io=Q� /Dillen
ze Chris 1!&o6 c Phone Number
(9 r9 ) -Vey 38 S&
Number of Lots
Square Feet Per Lot* 8,73acuess 380,27y7
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot
II BUILT UPON AREA
See the Stormwater Management Permit Application Attachment A for specific language that must be recorded in
the deed restrictions for all low density projects
For uniform lot sizes, complete the folio« ing calculation in the space provided below where
• SA Site Area -the total project area above Mean Iiigh Water Wetlands maybe excluded when the
development results in high density pockets
• DF Density Factor - the appropriate percent built upon area divided by 100
• R-A Road Area - the total impervious surface occupied by roadways
• 04 Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc
• No Lots is the total number of lots in the subdivision
• B[JA/Lot is the computed alloy able built upon area for each lot including dmve�says and impervious surfaces
located between the front lot line and me edge of pavement
Calculation alu_ Ge!
(SAxDF)-RA-OA = BUA
No Lots Lot
C'-.3
Form S\JL-10' 111;/9E N11- 1 0(2

4 , `S-
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
.ocumentation is provided as necessary If the applicant has designated an agent in the Stormwater Management
,eerrmt Apphcation Form, the agent may initial below
Apphcants Initials
a A 30 foot vegetative buffer is provided adjacent to surface waters Projects in the Neuse
River basin may require additional buffers
6V /} b Deed restriction language shall be recorded as a restrictive covenant A copy of the recorded
document shall be provided to DWQ within 30 days of platting and prior to sale of any lots
c Built upon area calculations are provided for the overall project and all lots
d Project conforms to low density requirements within the ORW AEC (if applicable) [15A
NCAC 2H 1007(2)(b)]
Form SWU-104 2/9/98 Page 2 of 2

First Baptist Church of Leland
Brunswick County
Stormwater Project No SW8 981232MOD
Designer's Certification
I, A"'IP a ,asaduly registered in
the State ofNorth Carolina, having been authorized to observe enodicall /weekly/full tune) the construction
of the project,
AI7' h'.ra�67- GAG ✓� as LEA✓c (Protect)
for 6304" aF 5rgvs 'cut (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
Required Items to be checked for this certification to be considered complete are on page 2 of this form
Noted deviations from approved plans and specifications
S40� +7ArG ✓n?r Sbo.wS [�✓i4T-✓P°✓ ✓f'Zc*S .Vow BurcT .440 19041tn
UNAGY. T,i..S Ce9,Vif /C.#1V0 / i';VAI CCiTiPYcsli..l WItC BC 7ro✓iocy �pti
Registration Number ✓✓C 107L9
Date
cc NCDENR DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspector
3

Certification Requirements
✓ I 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 The outlet/bypass structure elevations are per the approved plan
5 The outlet structure is located per the approved plans
✓ 6 Trash rack is provided on the outlet/bypass structure
// 7 All slopes are grassed with permanent vegetation
8 Vegetated slopes are no steeper than 3 1
✓ 9 The inlets are located per the approved plans and do not cause short-circuiting 6f the system
10 The permitted amounts of surface area and/or voluriie have been provided ;
Acc baitr-✓P X&9f ,v07 yni' eacsrx zro _ Stir * 7wwepa mAP 10-0-> A4W
Nam aVjGr
11 Required drawdown devices are correctly sized per the approved plans
12 All required design depths are provided
/ 13 All required parts of the system are provided, such as a vegetated shelf, and a forebay
✓ 14 The overall dimensions of the system, as shown on the'approved plans, are provided
S \WQS\STORMWAT\FORMS\PECERT FOR
cc NCDENR-DWQ
Delaney Aycock, Brunswick County Building Inspector
0