SW8130208_Current Permit_20210421

ROY COOPER
Governor
DIONNE DELLFGATTI
Secretary
ERIAN WRENN
Director
April 21, 2021
Pastor Robert Campbell
New Beginning Christian Church, Inc.
3120 Alex Trask Drive
Castle Hayne, NC 28429
NORTH CAROLINA
Environmental Quality
Subject: Renewal Permit
State Stormwater Management Permit No. SW8 130208
New Beginning Christian Church
High Density Commercial Wet Detention Pond Project
New Hanover County
Dear Mr. Campbell:
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal
Application for the subject project on. The Division is hereby notifying you that permit SW8 130208 has been
renewed on April 21, 2021, and shall be effective until June 11, 2029. For your records, please find enclosed a
renewed, updated, and re -issued permit and a copy of the renewal application. 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 originally approved on June 11, 2013, will
remain in full force and effect in accordance with the regulations set forth in Title 15A NCAC 2H.1000. This
permit is issued in the original permittee's name and will be transferred in a separate action after this issuance.
This permit is subject to the conditions and limitations 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, transferring 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.
If you have any questions, need additional copies of the permit or approved plans, please contact Daniel Sams in
the Wilmington Regional Office, at [phone] or [e-mail].
Sincerely,
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Renewal Application Documents
DES\dan: \\\Stormwater\Permits & Projects\2013\130208HD\2021 04 permit 130208
cc: Wilmington Regional Office Stormwater File
� North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
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Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
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NORTH CAROURA
°.P.W." ^^tea � 9I0.796.7215

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER QUALITY
STATE 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
New Beginning Christian Church, Inc.
New Beginning Christian Church
3120 Alex Trask Drive, New Hanover County
FOR THE
construction, operation, and maintenance of an overall 24% low density development with
one (1) wet detention pond to treat a new high density parking lot, in compliance with the
provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively referred
to as the "stormwater rules) the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until June 11, 2029, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data. The site area is described as
Tract 2 of the Recombination of Tracts for New Beginning Christian Church, recorded
with New Hanover County, signed and dated April 22, 2013. Tract 1 built -upon area
was originally constructed before 1988, when State Stormwater rules took effect, and
is therefore excluded from this permit.
2. The overall tract built -upon area percentage for the project must be maintained at or
below 24% per the requirements of Section .1005 of the stormwater rules. This
project is permitted for a maximum of 59,931 square feet of BUA, which is comprised
of 39,148 square feet in the pocket of high density, and 20,783 square feet in the low
density section. The amount of BUA remaining for future development is 127,621
square feet in keeping with the rules for this overall low density permit.
3. The stormwater systems proposed to treat the runoff generated by the designated
high density areas have been approved for the management of stormwater runoff as
described in Section 1.7 on page 3 of this permit. The stormwater control has been
designed to handle the runoff from 39,148 square feet of impervious area.
4. The project shall maintain a 50' wide vegetative buffer adjacent to 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.
5. 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.

State Stormwater Management Systems
Permit No. SW8 130208
6. Within the low density portions of the permitted project, the only runoff conveyance
systems allowed will be vegetated conveyances such as swales with minimum side
slopes of 3:1 (H:V) as defined in the stormwater rules and as shown on the approved
plan.
7. The following design criteria have been provided in the wet detention pond and must
be maintained at design condition:
a. Drainage Area, acres:
2.15
Onsite, ft2:
93,585
Offsite, ft2:
0
b. Total Impervious Surfaces, ft2:
39,148
Onsite streets, ft2:
4,316
Onsite parking, ft2:
34,832
C. Design Storm, inches:
1.5
d. Average Pond Design Depth, feet:
3.5
e. TSS removal efficiency:
90%
f. Permanent Pool Elevation, FMSL:
31.5
g. Permanent Pool Surface Area, ft2:
13,744
h. Permitted Storage Volume, ft3:
19,514 at temporary pool elev.
i. Temporary Storage Elevation, FMSL:
32.75
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs:
0.09
k. Controlling Orifice:
1"O pipe
I. Orifice flowrate, cfs:
0.02
m. Permitted Forebay Volume, ft3:
6,056
n. Fountain Horsepower
N/A - PPV <30000 cf
o. Receiving Stream/River Basin:
Ness Creek / Cape Fear
p. Stream Index Number:
18-74-62
q. 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.
3. Nobody shall fill in, alter, or pipe any drainage feature (such as swales) shown on the
approved plans as part of the stormwater management system without submitting a
revision to the permit and receiving approval from the Division.
4. The permittee is responsible for verifying that the proposed built -upon area for the
project does not exceed the maximum allowed by this permit.
5. The permittee shall, at all times, provide the operation and maintenance necessary to
assure the permitted stormwater system functions at the design condition. The signed
and approved Operation and Maintenance Agreement must be followed in its entirety
and maintenance must occur at the scheduled intervals.
6. 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.
7. Decorative spray fountains will not be allowed in the wet detention pond.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 130208
8. The runoff from all built -upon area within the drainage area of the area of higher
density must be directed into the permitted stormwater control system.
9. Within the low density area, all roof drains shall terminate at least 50 feet from the
mean high water mark of surface waters.
10. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
11. 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.
12. 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.
13. Access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriate recorded easements at all times.
14. 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. Adding the option to use permeable pavement or #57 stone within the lots as a
permeable surface. The request may require a proposed amendment to the
deed restrictions and protective covenants for the subdivision to be submitted
and recorded.
g. 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.
h. Other modifications as determined by the Director.
15. Prior to the construction of any permitted future areas shown on the approved plans,
the permittee shall submit final site layout and grading plans to the Division for
approval.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 130208
16. 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.
17. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit. A copy of the approved plans and specifications
shall be maintained on file by the Permittee at all times.
18. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any items not
in compliance must be repaired or replaced to design condition prior to the transfer.
Records of maintenance activities performed to date may be required.
III. GENERAL CONDITIONS
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
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division of Energy, Mineral and Land Resources at least 60
days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part, except in the case of an individual lot sale that is made subject to
the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256,
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
2. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request. Neither the sale of the project, in whole
or in part, nor the conveyance of common area to a third party constitutes an
approved transfer of the stormwater permit.
3. 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 project,
c. A mailing address change of the permittee.
4. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
5. The permit remains in force and effect until modified, revoked terminated, or renewed.
The permit may be modified, revoked and reissued or terminated for cause. The filing
of a request for a permit modification, revocation and reissuance, or termination does
not stay any permit condition.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 130208
6. 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 as
allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
7. Unless specified elsewhere, permanent seeding requirements for the vegetated
conveyances must follow the guidelines established in the latest version of the North
Carolina Erosion and Sediment Control Planning and Design Manual.
8. The permittee grants permission to DEQ / DEMLR Staff to enter the property during
normal business hours for the purpose of inspecting all components of the permitted
stormwater management facility for compliance.
9. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
10. Approved plans, application, supplements and specifications for projects covered by
this permit are incorporated by reference and are enforceable parts of the permit.
11. The issuance of this permit does not preclude the Permittee from complying with and
obtaining any and all permits or approvals 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
prior to receipt of the necessary permits or approvals to do so is considered a
violation of NCGS 143-215.1, and subject to enforcement procedures pursuant to
NCGS 143-215.6.
12. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit renewed this the 21th day of April 2021
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Brian Wrenn, Director '*-�
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 130208
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 130208
New Beginning Christian Church
Stormwater Permit No. SW8 130208
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 specifications:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 130208
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 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 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 and located 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.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
New Hanover County Building Inspections
Page 7of7

DEMLR USE ONLY
Date R cei ed
I Fee Paid
Permit Number
O
Stets
NC DEQ Division of Energy, Mineral and Land Resources �C�1VE
STATE STORMWATER: API? 14 20,E 1
PERMIT RENEWAL APPLICATION FORM R
0
ov,
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 130208
2. Project name: New Beginning? Christian Church
3. Project street address: 3120 Alex Trask Drive
City: Castle Havne County: New Hanover
ZIP: 28429
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 for a MajorT
Modification or Minor Modification Application form available at hops://deg.nc.gov/about/divisions/enercy-
mineral-land-resources/energy-mineral-land-ruiewstormwater-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: hUps://deg.nc.clov/aboutidivisions/energv-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State StornwaterPermits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: New Beginning Christian Church, Inc.
2. Signing Official's Name: Pastor Robert Campbell
3. Signing Official's Title: Pastor
4. Mailing Address: 3120 Alex Trask Drive
City: Castle Havne State: NC ZIP:
28429
5. Street Address:
City:
6. Phone: [phone] Email: nbcc4010-yahoo.com
State: ZIP:
neceive
APR 1 i 1021 P
eve
Stormwater Permit Ra; raw„ai Form Page 1 of 3 May Vi. "20-'

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/0RI49. 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:
A permit application processing fee of $505.00 payable to NCDEQ.
J!�j?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.
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.
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. Designer
Certifications, Please select one:
®
A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑
A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑
The project has not yet been built.
6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, 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 Section
C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.gov/online services/search/by title/ Business Registration
oft IN
; Cely
APR 14 2021
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

,r
D. PERMITTEE'S CERTIFICATION
1, Robert L. Campbell , 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, coryiO and complete. /7
Signature: Date: April 13, 2021
NOTARIZATION:
1, Tammy V. Wynn
a Notary Public for the State of
North Carolina , Countyof New Hanover
do hereby certify
that Robert L. Campbell
this the 13th
personally appeared before me
April day of A P , 2021 ,and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
Stogy niwater Permit Renewal Application norm Page 3 of 3 May 11, 2018

DWQ USE ONLY
Date Received
Fee Paid
Pe t Number
4:41s-
"W '0
D ,
Applicable Rules: ❑ Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph IT - Post Coristruction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
New Beeinnine Christian Church
2. Location of Project (street address):
3120 Alex Trask Drive
City:Castle Hayne County:New Hanover Zip:28429
3. Directions to project (from nearest major intersection):
Site is located approx. 5001.f. Northeast of the intersection of Alex Trask Drive(S.R. 2355) and
Holland Drive (S.R.1358).
4. Latitude:34° 17' 58" N Longitude:77° 54' 43" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberN/A , its issue date (if known) . and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the storrnwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 5_50 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:N/A
nECE1V C
FEB 2 5 200
�FC712013
FE
BY:
Form SWU-101 Version 07Jun2010 Page 1 of 6

e 11I. CONTACT INFORMATION
a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:New Beginning Christian Church, Inc.
Signing Official & Title:Pastor Robert Campbell
b. Contact information for person listed in item la above:
Street Address: 3120 Alex Trask Drive
City:Castle Havne State:NC Zip:28429
Mailing Address (if applicable): 3120 Alex Trask Drive
City:Casetle Hayne State:NC Zip:28429
Phone: (910 ) 264-0732 Fax:
Email: [e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:N/A
Signing Official &
b. Contact information for person listed in item 2a above:
Street Address:
City:,
State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax:
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:N/A
Signing Official & Title:
b. Contact information for person listed in item 3a above: � 't w IL— 9 „'
Mailing Address:
City: State: Zip:
Phone: ( ) Fax:
Email:
4. Local jurisdiction for building permits: New Hanover County
Point of ContactUnda Painter Phone #: [phone]
E E'V1
FEB 2013
Form SWU-101 Version 07Jun2010 Page 2 of 6
�Y:

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be treated by means of 3:1 Grassed Swales directed to a Wet Pond.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
U Approval of a Site Specific Development Plan or PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: N/A Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph H — Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 17.94 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area':
17.94 acres
' Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) Iine. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 24.0 %
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drama a Area 1
Drama a Area 2
Drainage Area _
Drainage Area _
Receiving Stream Name
Ness Creek
Ness Creek
Stream Class *
QSW
QSW
Stream Index Number *
18-74-62
18-74-62
Total Drainage Area (sf)
93585
687670
On -site Drainage Area (sf)
93585
687670
Off -site Drainage Area (sf)
0
0
Proposed Impervious Area** (sf)
39148
148404
% Impervious Area** (total)
41.83%
1 21.50
Inapervious** Surface Area
Drainage Area 1
Drama a Area 2
Drainage Area _
Drainage Area _
On -site Buildings/Lots (sf)
0
0
On -site Streets (sf)
4316
20783
0
0
On -site Parking (sf)
34832
0
0
0
On -site Sidewalks (sf)
0
0
0
0
Other on -site (sf)
0
0
0
0
Future (sf)
0
127621
0
0
Off -site (sf)
0
0
0
0
Existing BUA*** (sf)
0
1 0
0
0
Total (sf):
39148
1 148404
* Stream Class and Index Number can be determined at: http:&portal.ncdenr.org/zveb/zvghis/csu/classifications
** Impervious area is defined as the built upon area including, but not limited to, buildilligs. r �iirq
sidewalks, gravel areas, etc.
***Report only that amount of existing BUA that will remain after development. Do n epW y��stAJ hat is
to be removed and which will be replaced by new BUA. ��HT LLUU�I
Form SWU-101 Version 07Jun2010 Page 3 of 6 BY.

f1. How was the off -site impervious area listed above determined? Provide documentation. N/A
Proiects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) form
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htty://Dortal.ncdenr.orL,/web/walws/su/bmn-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available frombt!12://12ortal.ncdenr.org/web/wg/ws/su/statesw/fonns docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http: / /12ortalncdenr.org/web/wg/ws/su/maRs.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package fromhft://12ortal.ncdenr.org/web/34/ws/su/statesw/forms docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. �S
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants�1�
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
E
hft://w-xA.7-w.envhe!R.org/12ages/onestopexpress h I for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
—ks
s
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within % mile of the site boundary, include the 1h
mile radius on the map.
7. Sealed, signed and dated calculations.
G S
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:_
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale. G` ;E1VG
-'D
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of FEB 2 5 200
impounded structures, the banks of streams and rivers, the MHW or NHW line of
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impo� e
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineate • a c
qualified person. Provide documentation of qualifications and identify the pe C
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff c a2013
o. Drainage areas delineated (included in the main set of plans, not as a separate ent
p. Vegetated buffers (where required). BY.
Form SVJU-101 Version 07Jun2010 Page 4 of 6

9: Copy of any applicable soils report with the associated SHWT elevations (Please identify 1,E5
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 2683 Page No: 396 IES
11. For corporations and limited liability corporations (LLC): Provide documentation from the INC E-
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http: / /www.secreLary.state.nc.us/CMorations/CSearch.gVx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
hiW://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Charles D. Cagier
Consulting Firm: Intracoastal Engineering
Mailing Address:91 Pelican Point
City:Wilmington State:NC Zip:28409
Phone: (910 ) 409-3567 Fax: ( ) N/A
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled lctc avE
section) vm 7, s 200
I. (print or type name of person listed in Contact Information, item 2a) NIA certify that I
own the property identified in this permit application, and thus give permission to (print or name of person
listed in Contact Information, item 1a) with (print or type name of or ' ' n isted in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 07Jun2010 Page 5 of 6

-As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature Date:
a Notary Public for the State of County of
do hereby certify that
before me this _ day of
stormwater permit. Witness my hand and official seal,
SEAL
personally appeared
and acknowledge the due execution of the application for a
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact information, item 1a) Pastor Robert Campbell
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwa� rules under 15A NCAC 2H .1000, SL 2006-246 (Ph. H — Post Construction) or SL 2008-211.
Date: �,Y .. 20/3
V. a Notary Public for the State of KOP4% Cart) h4ACoun of
do hereby certify that I&A'w i, L . Oar^ohall personally appeared
before me this 3 day of tl! UIa r 13 a^.d ackn dge u�:e due x=tiof ;'ze «yplicafior. for a
stormwater permit. Witness my hand and official seal,
SEAL
My commission expires t.19 4, 9, 02OJ3
Form SVWU-101 Version 07Jun2010 Page 6 of 6
�GG1VG
FEB 2 5 200
BY:

Permit
(to be provided by D4VQ)
A� OF W ATF9
T
HCDENR ' 6 Y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFiCA T iON APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out printed and submitted.
The Required Items Checidist (Part 1/1) must be printed, filled out and submitted along with all of the required information.
I. PROJECT NFORMA7ION
Project name New Beginning Christian Church
Contact person Charles Cazier. P.E.
Phone number [phone]
Date 1/30/2013
Drainage area number
A DESIGN NFORMATION
Site Characteristics
Drainage area
Impervious area, post -development
% impervious
Design rainfall depth
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity; ]-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Past -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1 Oft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
93,585 fe
39,148 fe
41.83 %
1.5 in
4,989 ff
19,514 fe
fe
fe
I?
N (Y or N)
in
(unitkm)
(unitless)
in/hr
0.09 fe/sec
0.19 fe/sec
0.10 fe/sec
32.75 fmsl
31.50 fmsl
32.00 fins]
32.00 fmsl
.� 31.00 fmsl
2625 fmsl
2525 fmsl
1.00 ft
OK, volume provided is equal to or in excess of volume required.
Data not needed for calculation option #1, but OK if provided.
Data not needed for calculation option #1, but OK if provided.
Y (YorN) LCE'VIG
32 8 fmsl OK
FEB 2 5 2013
BY:
Form SW401-Wet Detentlon Basin-Rev.931/18/12 Parts I. & II. Design Summary, Page 1 of 2

Permit No. SW 8 13 O 2 Og
(to be provided by D WQ)
0. DMAN INFO M TION
Surface Areas
Area, temporary pool
17,479 if
Area REQUIRED, permanent pool
3,931 fe
SAIDA ratio
4.20 (unitless)
Area PROVIDED, permanent pool, A,._,w
13,744 if OK
Area, bottom of 1 Oft vegetated shelf, AbOL�,o
7,3W fe
Area, sediment cleanout, top elevation (bottom of pond), Aw,,,d
2.037 it`
Volumes
Volume, temporary pool
19,514 fe OK
Volume, permanent pool, Vmnjwl
27,531 fe
Volume, forebay (sum of forebays if more than one forebay)
6,056 fe
Forebay % of permanent pool volume
22.0% % OK
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain[Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, V,,,,d
Area provided, permanent pool, Ap.,,,Lp.,
Average depth calculated
Average depth used in SAIDA, d.., (Round to nearest 0.5111t)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, A,.,,,
Area, bottom of 10ft vegetated shelf, AbDLh dI
90 %
Y (Y or N)
N (Y or N)
4.20 (unitless)
Y (Y or N)
27,531 if
13,744 If
3.40 it OK
3.5 it OK
N (Y or N)
13,744 ft�
7,336 ft�
Area, sediment cleanout, top elevation (bottom of pond), Awed 2,037 fly
'Depth' (distance b/w bottom of 1 Oft shelf and top of sediment) 4.75 it
Average depth calculated 3 38 it OK
Average depth used in SAIDA, d,, (Round to down to nearest 0.51t) 3.5 it OK
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice ('If circular)
Area of orifice (If -non -circular)
Coefficient of discharge (Co)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (CW)
Length of weir (L)
Driving head (H)
Pro -development 1 •yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Y (Y or N)
1,00 in
ire
0.60 (unitless)
_ 0.67 it
(Y or N)
(unitless)
(unitless)
it
it
0-09 fislsec
0.19 felsec
0.02 fe/sec
2.70 days
OK, draws down in 2-5 days.
3 :1
OK
10:1
OK
ECE'VE
10.0 ft
OK
5 :1
5 0 :1
OK
OK
FEB 2 5 2013
Y (Y or N)
OK
Y it
OK
QY.
N (Y or N)
OK
Y (Y or N)
OK
Y (Y or N)
OK
Pump
Form SW401-Wet [Mention Basin-Rev.94118l12 Parts I. & II. Design Summary, Page 2 of 2

Permit Number: - _� �, ���/
(to be provided by DWQ)
Drainage Area Number: /
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set 'location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® 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 rninin-dzed 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 mon land
within 24 hours after every storm event greater than 1.0 inches (MUn
4
Coastal County). Records of operation and maintenance should r—e ina ownlocation , rd must be available upon request. EB 12013
Inspection activities shall be performed as follows. Any problems
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
detention basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
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 ve ViLmat a height of
long. j_approximate1P%iJ%444es.
Form SW401-Wet Detention Basin O&M-Rev.4
FEB 2 5 2013
Page 1 of 4
BK

BMP element:
The inlet device:
swale
Potential vroblem:
pipe or I The pipe is clogged.
The pipe is cracked or
otherwise damaged.
Erosion is occurring in the
swale.
Pennit Number: SW 8 13 rD 2b S
(to be provided by DWQ)
Drainage Area Number:
The forebay Sediment has accumulated to
a depth greater than the
original design depth for
sediment storage.
The vegetated shelf
The main treatment area
Erosion has occurred.
Weeds are present.
Best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
dying.
Weeds are present.
Sediment has accumulated to
a depth greater than the
original design sediment
storage depth.
Algal growth covers over
50% of the area.
Cattails, phragmites or other
jnya,siY&daxts.rj=ft0% of
FES 2 5 2013
BVI
Form SW401-Wet Detention Basin O&M-Rev.4
How I will remediate the probl
Unclog the pipe. Dispose of the
sediment off -site.
Replace the pipe.
Regrade the swale if necessary to
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Search for the source of the
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.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
Prune according to best professional
practices
Determine the source of the
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.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
Search for the source of the
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.
Consult a professional to remove
and control the algal growth.
Remove the plants by wiping them
with pesticide (do not spray).
E� VE
FEB 12013 iage 2 of 4
BY:

Permit Number: SW g 130209
(to be provided by DWQ)
Drainage Area Number: I
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 embank -Went
needs repair. if applicable)
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 5.25 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 2.0 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(Fill ir, the blanks)
Z29.5---------� P anen
-- Volume
-ft Min.
Sediment
Storage
FOREBAY
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 31.5
Pool
------Sediment Removal Elevation 26.25---------------- Volume
Bottom Elevation
MAIN POND
FEB 2 5 200
.______----,Page 3 of 4
1-ft
Storage

" Permit Number:_ ! IVJ g l 3 0Z.08
(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.
snrojecc name: New Beginning Christian Church
BMP drainage area number: 1
Print name:Pastor Robert Campbell
Title:
Address: 3120 Alex Trask Drive Castle Havne NC 28429
Date: ;f" 1, 2,013
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1, �� nr►nn �/ II�Y ^� , a Notary Public for the State of
11 b C++% Cay-p 1 J wf A , County of g g W j4BAflVCR_ , do hereby certify that
lobtylb L. Cannp6e, I personally appeared before me this 30
day of nuay%L4 4013, and acknowledge the due execution of the
forgoing wet,&tTntion basin rpaint: nance requirements. Witness my hand and official
seal, /�JQ,t�,u+�y YJ.
"rWyNN 40
1040,
:Spy
z%
pjo;, _
J•
a`
G�
SEAL
My commission expires A uQu. q _ 2 0114
F-CEMVE
FEB 2 5 2013
BY:
�EC N1
FEB 12013
Form SW401-Wet Detention Basin O&M-Rev.4
Page 4 of 4

Permit No.
(to be provided by DWQ)
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 criteria 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 Session Law 2008-211, 15A NCAC 2H .1000, Session Law 2006-246, and the DWQ BMP Manual.
Curb and gutter systems are allowed provided they meet the requirements in 15A NCAC 2H .1008(g).
I. PROJECT INFORMATION
Project Name : New Beginning Christian Church
Contact Person: Pastor Robert Campbell Phone Number: ( 910 ) 264-0732
Number of Lots:l Allowable Built Upon Area (BUA) Per Lot*: 187,552 s.f.
Number of Dwelling Units Per Acre**:
Low Density Development (check one): Z without curb & gutter ❑ with curb & gutter, outlets to (check one):
® Swales ❑ Vegetated Area
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
**(Phase II Post -Construction (non -SA) only)
II. BUILT UPON AREA
Refer to DWQ's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (http://h2o.enr.state.nc.us/su/bmp_forrns.htm)
Complete the following calculation in the space provided below where: EC E IVE
• SA Site Area - the total project area above Mean High Water. FEB 2 5 2013
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways. BY:
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and ' pervious
surfaces located between the front lot line and the edge of pavement. ECE E
• Total allowable lot BUA - the computed allowable built upon area for all lot �c mb need.
Total BUA from lot listing - the sum of built upon area allocated for each lot t1 `l t no01 m lots.
Form SW401-Low Density-Rev.3-2/10/09 Page 1 of 4 �Y:

Forcuniform lot sizes:
(SA: 781466 ft2 x DF: 0.24) — (RA: 0 ft2)-(OA: 0 ft2) = BUA per Lot = 187,552 ft2
(No of Lots: 1)
For non -uniform lot sizes:
az (SA: ft2 x DF: ) — (RA: ft2) — (OA: ft2) =Total allowable lot R? T s
b. Total BUA from lot listing: sf b must be <_ a
III. DESIGN INFORMATION
ft
2
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http://hdsc.nws.noaa.gov/hdsc/pfds/
Table 1. Swale design information based on the 10-year storm.
Drainage
Grassed
Slope
'
Flow
.
Form SW401-Low Density-Rev.3-2/10/09
R, ftt3 1 cuw
Page 2 of 4 BY:

IV. ' REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-211.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An
incomplete submittal package will result in a request for additional information. This will delay final
review and approval of the project. Initial in the space provided to indicate that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met,
then iustification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sheet No.
&A a. t For projects in the 20 coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided.
&A b. t For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
C. t
For Phase II Post -Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
/4 d.
Deed restriction language as required on form SWU-101 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 the sale of any lots.
e.
Built upon area calculations are provided for the overall project and all lots.
f.
Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
L g.
Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 for curb outlet swales.
S h.
Longitudinal slope of swales is no greater than 5%; for non -curb outlet projects, calculations
for shear stress and velocity are provided if slope is greater than 5%.
i.
At a minimum, swales are designed to carry the 10 year storm velocity at a non -erosive rate.
NIA j.
Swaies discharging to wetlands are designed to flow into and through the wetlands at a non -
erosive velocity (for this flow requirement into wetlands, non -erosive is velocity <_ 2 ft/s).
k.
Swale detail and permanent vegetation is specified on the plans. '�,�
1.
Swale detail provided on plans; includes grass type(s) for p tfMative co
� m.
Swales are located in recorded drainage easements. FEB 2 g 2013
n.tt
Length of swale or vegetated area is at least 100 feet for each b outlet.
tkd_ o.tt
The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each swale).
AM— p.tt Curb outlets direct flow to a swale or vegetated area.
t Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may
tt Only complete these items for projects with curb outlets.
Form SW401-L,ow Density-Rev.3-2/10/09 Page 3 of 4

u
V. 'SWALE SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time; and grass will not be mowed too close to the ground or "scalped".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
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.
Print Name and Title: Pastor Robert Campbell
Address:3120 Alex Trask Drive Castle Havne, NC 28429
an
Date: TAiv I-
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 fortheState of /Jtrf+'1 rli iO� /l� A , County of
ALW Hannvc2 do hereby certify that �/a a6erA L. t. me6e.11 personally appeared before me this
A
ay of , , and acknowiedge the due execution of the forgoing swaie maintenance requirements.
Witness d and official seal,
ce
Notary signature
`%,*J WY14 �W."
le
JOF
.�RRY L
S tiAL2�Q
PUOU J
.,R V
MO\Jv-
Form SW401-Low Density-Rev.3-2/10/09
FEB 252013
My commission expires 9 U / 4
E EIVE
FEB 1 2013
Page 4 of 4
gy._ _

E
FOR REpt._V 1 11 1 T'M OF 0EE08
�t ;�FE P12 00
?A STRIP N
IN6fRUMEo O NBIBQEMI7
.=%TS of YoRm cAR0Lnm
OOUNTr OF 1VEW HANOVRP
RSv89as STAMS: $500.00 SSIEEtAL to1RRAaNT]r D8ED
Tax Map # 3308-002-009-000 PIN 322020819712000
Mail After Recording To: Gateway Church, Wilmington, North Carolina
4813 Wrightsville Avenue
Wilmington, NC 28403
DRAW gY: CLWM & rar.M:o, 611 Princess Street, Wilmington, NC
Brief Description: 4.69A T% #3308-002-009-000
This deed, made and entered into this, the 1l`n day of lulu,
2001, by and between The Rock of Wilmington, a North Carolina
corporation, the GRANTOR herein; and, Gateway Church, Wilmington,
North Carolina, the GRANTEE herein.
WITDISSSSTS s
That the Grantor, for and in the consideration of the sum of
One Dollar and other valuable consideration, the receipt of which
is hereby acknowledged, has and by these presents, does grant,
bargain, sell and convey unto the Grantees in fee simple, that real
estate located in the County of New Hanover, State of North
Carolina, more particularly described as follows:
Property at 3120 Alex Trask Drzve in Cape rear Township
in New Hanover County, North Carolina, containing 4.69
acres, more or less, having the Tax Parcel rdentification
Dumber R03308-002-009-000, and being more particularly
described in the deed recorded in Book 1512 at Page 1836
in the New Hanover County Registry, and on the attached
sheet marked EXHIBIT A, which is to be taken as a part of
this instrument as though fully set out herein.
To have and to hold the aforesaid lot or parcel, together with
all privileges and appurtenances thereto, heretofore belonging to
the Grantee in fee simple.
The Grantor covenants with the Grantee that Grantor is seized
of the premises in fee simple, has the right to convey the same in
fee simple, that the title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title
against the lawful claims of all persons whomsoever except for the
exceptions hereinafter stated. Title to the property hereinabove
described is subject to the following exceptions: The provisions
of all applicable zoning and land use ordinances, statutes and
regulations; 2001 ad valorem taxes; and all applicable restrictive
covenants and utility easements.
In witness whereof, the Grantor has caused this document to be
executed in its corporate name by its duly authorized officers
this, the day and year first above written.
The Rock of Wilmington
{Coipor r
r ;p'1E. BY � Piesi t
UOr Y
. ti QZ
�f
MM MftU)IMWUUML f,-

STATE OF NORt.TS CAROL
GOUXT4 OF RM HAROVER
I, Patricia C Johnston, a Notary Public of the County and
State aforesaid, certify that Ron D McGee of The Rock of
Wilmington, North Carolina, personally came before me this day and
acknowledged that he is President of The Rock of Wilmington, North
Carolina, a corporation, and that by authority duly given and as
the act of the corporation, the foregoing instrument was signed in
its name by him as its President and sealed with its corporate seal
witness my hand and official stamp or seal, this the lit" day
of July, 2001.
Notary is
z ,,X18i1� � My CoAmlisa� 9/29/2002
z Tti �
it
K

EXHIBIT CAM
FOR DESCRIPTION OF TRACT ON EAST SIDE OF
ALEX TRASK DRIVE ADJOINING
WRIGHTSBORO ACRES SUBDIVISION, SECTION 3
BEGINNING at an iron pipe in a ditch in the dividing line between
the lands of Cox-Reavis Homes, Inc. and lands formerly owned by
Alex M. Trask. said iron pipe being located South 57 degrees 27
minutes East 1,128.81 feet from the northeast corner of Lot 9 in
Section 3 of Wrightsbora Acres Subdivision as said lot is shown
an map recorded in Map Book 6 at Page 102 in the New Hanover
County Registry; said beginning point also being the northeast
corner of Alex Trask Drive as the same is shown an map of survey
for Wrightsboro Private Schools, Inc. recorded in Book 939 at
Page 719 in the New Hanover County. Registry; running thence from
said beginning point and with the eastern right-of-way line of
Alex Trask Drive South 40 degrees 02 minutes West 333.5 feet to
an iron pipe which is located North 40 degrees 02 minutes East as
measured along said eastern right-of-way line of Alex Trask Drive
340.65 feet from its intersection with the northeastern right of
way Line of Holland Drive; thence South 49 degrees 68 minutes 00
seconds East 595.2 feet to an iron pipe; thence North 28 degrees
15 minutes East 409.35 feet to an iron pipe in the aforementioned
northern line of lands of Alex M. Trask; thence North 57 degrees
27 minutes West along said northern Line of said Trask lands
518.00 feet to the point of beginning; the same containing 4.69
acres, more or less, and being the same lands described, or
Intended to be described in Deed to Claude R. Henderson and wife,
recorded in Book 1238 at Page 544 in the New Hanover County
Registry.
Together with an easement and right-of-way for ingress and egress
to the above described property over Alex Trask Drive, 50 feet in
width, as the same is shown on the map above referred to recorded
in Book 939 at Page 719 in the New Hanover County Registry.

REBECCA T CHRISTIAN
REGISTER OF DEEDS, NEW HANOVER
JUDICIAL BUILDING
316 PRINCESS STREET
WILMINGTON, NC 28401
rrrrtrrrtrtrttrt+rtatrirrrnrrrr«rtsrsrrvrrtfrrttrrtrlflt+�tr++�ttrtr,�rwtrt,ersrrrr. rrrtraftlir,t�►resterr�er�rrtrttttrrrrrrtrrwt
Filed For Registration
Book
Document No..
NC REAL ESTATE EXCISE TAX -
Recorder
071111200103.41 23 PM
RE 2984 Page: 751 754
2001030517
DEED 4 PGS !-12.00
$600.00
JACQUELINE NELSON
trtt:rrttrttrtttaftttlttte:saermtrwrrretrtrttretreerrrrerreerearriael.r:,er„r
rrrrrrrrrrrrrr
State of North Carolina, County of New Hanover
The foregoing certMcate of PATRICIA C JOHN$T N taryertd t& be correct. This 11TH of July 2001
REBECCA T CHRISTIAN , REGISTER OF DEEDS
Register of Deeds
'lttttelt:tltrrlttRtrttfttttrrt�rerrtrttrrttttteltftrtrttttt/trrrrMrler!!!tltltelielleRt:ttsrr*tt+ttttRtrttitttlretttret
*2001030517*
2MM05t 7

Burd, Tina J
From: Burd, Tina J
Sent: Thursday, April 15, 2021 1:36 PM
To: nbcc401 @yahoo.com
Subject: SW8 130208 - New Beginning Christian Church
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Renewal Application and $505.00 fee for the subject project on April 14, 2021. The project has
been assigned to Dan Sams and you will be notified if additional information is needed.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
D E
1 iM�l�
�r . ., ;,:::., _. ..:� .� t; . _,. ,�_• � ..�n, fu rise
Website: htta:/.,'deq n~.gov b�s,ions%enery-mineral-hnd-rPsn!�rc s sto.rnwater
B sed on the carrent guidance to minimize the spr.r: ;c? of COVID-ig, the Department of Environn:,_ntal Quality has adjusted
c•p-;:_rntiuns to protect the health .,,ml saie:.y of the staff and public. Many employees sir,_ working rem.c:c_!y or are on taggered
shifts. To .,ccom.rr.oa.m: these staffing thanes, al.lrJFQeffic�� locations ..r-: limiting public a.cces�: to ,T.p}aointrnent:• only. Pleas:
check vjith the .=ppropri;.te st =f before visiting our cffices, a;: we ma.y be able to handl ycer requests by. phom: or email. We
n.pprec ate yow- pstir,nc=' v - , continue to save the r..;ublic du.?ng tl+i ch. c.-Pcnging time.

Non -Transfer Application Completeness RE -view Checklist - Short Version
ojed Name: �(r✓E� E I N i� I n C�- �+� 2rs T� 4 LJ4ao -1-� pate Delivered to VbIRO: ilt ` 'Z`
+,r �— —
oject County/ Location: ^h[ �L I A, C TLC 1'�,4 ,' BIMS Received,Accepted Date:
BIMS Acknowieoged Date':
wmit Action: New Not iocat.ed in be Eli of time following delegated and. New Permit #Z:
functionin prograrn;
NHC: Carolina Beach / Kure Beach j Wilmington / 1AlrightsvOie Beach
Bruns: Leland / Navassa i?1 / Oak Island
Cart: Emerald Isle Onsl: Jacksonville
Pend: Surf City
Maim Mod / Minor Mod, It3newaE
rmit Type: HD i.G / LD Ove4l / HD &LD Combo
General Permit: Offsite r Exempt
Development Type: Commerc!ai Residential / Other In] 5rr 7v C, a
Subdivided'r: Subdivision or
21 Existing Permit #: 5 ,,3b [ 3 `t 65
Expriation Date 3 ip f (� / 2-C7 Z1
MOffsite to SW8:
E] Is Lot ID'ed in Master Permit?
RulelsV: F-12017 Coastal F-12008 Coastal M1995 Coasta!
Phase i! Ouniversai 111988 Coastal
Permittee Type & Documents Needed:
�Proper?y Owner(5) Purchaser =Lesse? l EIHOA =Developer
Viable. I Viable- Viable ` Viable? Viable?
Deed =Purchase Aemt =Lease DElertion Minutes
ONot Subdivided: Deed
O5ubdrvision• Common Area Deed
Paperwork
115JApplication
®fee: ®$505 (within 6mo) Check#(s): + 3 U
'MSupplementz (1 new form or for older forms: 1 orrgrnol per SCM)
DO&Mz
❑Soils Report (infll or PP)
1-1Calculations (signed/sealed)
FJDeed Restrictions, if subdivided
;UProject Narrative
MUSGS Map (or on file?) Subject to SA?: Y / N Subject; to ORW?
®Plans {2 Sets;
�I Certification
Electronic Copies
Easements, Recorded (2017 Rules;
NUTES:
Enter BIMS Acknowledged Dade on this Sheet
For New Projects -Enter New Permit # on Supp+emenis & Deed Restiction Temo'lates.
if wiin 6 months and they are requesting a Trod. STOP. Needs a renewal first.
EMAILED ENGINEER DATE: Comments:
REVIEWER NAME:
ONo Fee
RE IV D
G-INU' 1,Referenre-.ibran i"-rocedures',C^eck'iisL'stGomoieteness Peview Ctierk:iss 2r,7001131