SW8140701_CURRENT PERMIT_20220630 (3)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 07 D l
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2022 06 30
YYYYMMDD

ROY COOPER
Covemor
ELIZABETH S. BISER
Secretary
BRIAN WRENN
Director
June 30'h, 2022
NORTH CAROLINA
Environmental Quality
Saint Basil the Great Orthodox Church
Attn: Andrew Cannon, Reverend / Priest -in -Charge
4601 Blue Clay Rd
Castle Hayne, NC 28429
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8 140701
Saint Basil the Great Orthodox Church
New Hanover County
Dear Mr. Cannon:
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on June 30', 2022. The Division is hereby notifying you that permit SW8 140701 has been
renewed, updated, and re -issued on June 30's, 2022, as attached. As requested, a copy of the current operation and
maintenance agreement is also enclosed. Please be aware that the renewal and re -issuance of this Stormwater
permit does not imply that the site is currently in compliance.
This permit shall be effective until February 9t6, 2031 and does not supersede any other agency permit that may
be required. The project shall be subject to the conditions and limitations as specified therein. This permit does
not impose new or increased stormwater control requirements; it clarifies the rules and requirements of this
program to provide you with abetter understanding of your obligations under this permit. Failure to comply with
these requirements will result in future compliance problems. Please note that this permit is not transferable
except after notice to and approval by the Division.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAI-I 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.
This project will be kept on file at the Wilmington Regional Office. If you have any questions concerning this
permit, please contact Dylan McPeake in the Wilmington Regional Office at [phone] or
[e-mail].
Sincerely, n
:,,Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C — Permitting History
Renewal Application Documents
Copy of the current operation and maintenance agreement
DES/DM: \\\Stormwater\Permits & Projects\2014\140701 HD\2022 06 permit 140701
cc: Wilmington Regional Office Stormwater File
D _EQ�� North Carolina Department of Environmental Quality I Division of Energy, Mineral and land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

Post -Construction Stormwater Management
Permit No. SW8 140701
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER. MANAGEMENT PERMIT
OVERALL LOW -DENSITY DEVELOPMENT WITH AN AREA OF HIGH DENSITY
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
Saint Basil The Great Orthodox Church
Saint Basil The Great Orthodox Church
4601 Blue Clay Road, Castle Hayne, New Hanover County
FOR THE
construction, operation and maintenance of an overall 24% low density development and one
(1) wet detention pond in to treat the collected portion of the project in compliance with the
provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter referred to as the
"stormwater rules') as outlined in the application, approved stormwater management plans,
supplement, calculations, operation and maintenance agreement, recorded documents,
specifications, and other supporting data (the "approved plans and specifications") as attached
and/or on file with and approved by the Division of Energy, Mineral and Land Resources (the
"Division" or "DEMLR"). The project shall be constructed, operated and maintained in
accordance with these approved plans and specifications. The approved plans and
specifications are incorporated by reference and are enforceable part of this permit.
This permit shall be effective from the date of issuance until February g`", 2031 and shall be
subject to the following specified conditions and limitations. The permit issued shall continue in
force and effect until the permittee files a request with the Division for a permit modification,
transfer, renewal, or rescission; however, these actions do not stay any condition. The issuance
of this permit does not prohibit the Director from reopening and modifying the permit, revoking
and reissuing the permit, or terminating the permit for cause as allowed by the laws, rules, and
regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al.
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
Page 1 of 7

Post -Construction Stormwater Management
Permit No. SW8 140701
2. The overall tract built -upon area percentage for the project must be maintained at 24%
per the requirements of the stormwater rules. This permit covers the construction of a
total of 44,487 square feet of built -upon area (BUA), which includes 43,620 square feet
of proposed BUA and 867 square feet of existing BUA. Of the 44,487 square feet of
BUA, the wet detention pond is permitted to treat the runoff from a maximum of 28,232
square feet of proposed BUA. This permit does not provide any allocation for BUA for
future development.
3. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.9 of this permit. The runoff from all built -upon area within the
permitted drainage area of this project must be directed into the permitted stormwater
control system.
4. Within the low density portion 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 approved by the Division.
5. Within the low -density portion of the permitted project, no piping shall be allowed except
those minimum amounts necessary to direct runoff beneath an impervious surface such
as a road or under driveways to provide access.
6. A 50' wide vegetative buffer must be provided and maintained adjacent surface waters,
measured horizontally from and perpendicular to the normal pool of impounded
structures, the top of bank of both sides of streams and rivers and the mean high-water
line of tidal waters. Roof drains not directed toward the stormwater collection system
must terminate at the outer edge of the buffer.
7. Stormwater runoff that is directed to flow through any wetlands shall flow into and
through these wetlands at a non -erosive velocity.
8. A vegetated filter strip is not required for this pond as it has been designed for a 90%
total suspended solids removal efficiency.
Page 2 of 7

Post -Construction Stormwater Management
Permit No. SW8 140701
9. The proposed piped collection system does not meet the requirements of a low -density
project and thus the contributing drainage area is considered to be an area of higher
density in an overall low -density project. The collected runoff is being treated in a wet
detention pond with the following design criteria being provided and maintained in the
system at all times:
a. Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
Onsite, ft2:
Offsite, ft2:
C. Average Pond Design Depth, feet:
d. TSS removal efficiency:
e. Design Storm:
f. Permanent Pool Elevation, FMSL:
g. Permitted Surface Area @PP, ft2:
h. Permitted Temporary Storage Volume, ft3:
i. Temporary Storage Elevation, FMSL:
j. Predevelopment 1 yr-24 hr. discharge rate, cfs:
k. Controlling Orifice:
I. Orifice Flowrate, cfs
M. Permanent Pool Volume, ft3:
n. Forebay Volume, ft3:
o. Maximum Fountain Horsepower:
p. Receiving Stream / River Basin:
q. Stream Index Number:
r. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
1.27
55,304
0
28,232
28,232
0
3.0
90%
1.5
21.50
3,906
3,718
22.25
0.03
1.0" 0 pipe
0.02
8,734
1,596
n/a
Prince George Creek / Cape Fear
18-74-53
"C Sw°
1. The permittee is responsible for verifying that the proposed built -upon area for the entire
project does not exceed the maximum allowed by this permit.
2. 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.
3. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
4. The permittee shall at all times provide the operation and maintenance necessary to
assure that all components of the permitted stormwater system function at design
condition. The approved Operation and Maintenance Agreement is incorporated by
reference into this permit and must be followed in its entirety and maintenance must
occur at the scheduled intervals.
5. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina, driveways, and parking areas, but does not include raised, open
wood decking, or the water surface of swimming pools.
6. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
Page 3 of 7

Post -Construction Stormwater Management
Permit No. SW8 140701
Decorative spray fountains will not be allowed in the stormwater treatment system, as
the permanent pool volume is less than 30,000 cubic feet.
8. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
9. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, the permittee shall cause a certification from
an appropriate designer for the system installed to be submitted, certifying that the
permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A modification
may be required for those deviations.
10. If the stormwater system is used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
11. All stormwater collection and treatment systems must be located in either public rights -
of -way, dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such rights -of -way, common areas and easements, in
accordance with the approved plans. Access to the stormwater facilities for inspection
and maintenance shall be maintained via appropriate recorded easements at all times.
12. Prior to transfer of the permit, the stormwater facilities will be inspected by Division
personnel. The project and the stormwater facility must be in substantial compliance with
all permit conditions. Any items not in substantial compliance must be repaired, replaced
or restored to design condition prior to the transfer. Records of maintenance activities
performed to date will be required.
13. 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.
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.
Page 4 of 7

Post -Construction Stormwater Management
Permit No. SW8 140701
a. Any modification to the approved plans and specifications, regardless of size
including the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of the
project and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included
in the approved plans and specifications.
g. Other modifications as determined by the Director.
III. GENERAL CONDITIONS
CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by this
Division and the stormwater rules such as the construction of additional or replacement
on -site stormwater systems. These additional or replacement measures shall receive a
permit from the Division prior to construction.
2. PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days
prior to the expiration date of this permit. The renewal request must include the
appropriate application, documentation and the processing fee as outlined in Title 15A
NCAC 02H.1045(3).
3. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT
INFORMATION. The permittee shall submit a completed Permit Information Update
Application Form to the Division within 30 days to making any one of these changes.
4. TRANSFER. This permit is not transferable to any person or entity except after notice to
and approval by the Director. Neither the sale of the project and/or property, in whole or
in part, nor the conveyance of common area to a third party constitutes an approved
transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate
application, documentation and the processing fee as outlined in 15A NCAC
02H.1045(2). This request must be submitted within 90 days of the permit holder
meeting one or more of the following:
i. A natural person who is deceased;
ii. A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the
property on which the permitted activity is occurring or will occur through
foreclosure, bankruptcy, or other legal proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur;
V. The assignment of declarant rights to another individual or entity;
vi. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214.7(c2);
Page 5 of 7

5.
Post -Construction Stormwater Management
Permit No. SW8 140701
TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site
inspection will be conducted by Division personnel to ensure the permit conditions
have been met and that the project and the on -site stormwater system complies
with the permit conditions. Records of maintenance activities performed to date
may be requested. Projects not in compliance with the permit will not be
transferred until all permit and/or general statute conditions are met.
COMPLIANCE. The permittee is responsible for compliance with the terms and
conditions of this permit until the Division approves the transfer request.
a. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved
plans, application, supplement, operation and maintenance agreement, all
applicable recorded documents, and specifications shall be maintained on file by
the permittee at all times.
b. DIVISION ACCESS. The permittee grants Division Staff permission to enter the
property during normal business hours to inspect all components of the permitted
project.
C. ENFORCEMENT. Any individual or entity found to be in noncompliance with the
provisions of a stormwater management permit or the requirements of the
stormwater rules is subject to enforcement procedures as set forth in NCGS 142
Article 21.
d. ANNUAL CERTIFICATION. The permittee shall electronically submit to the
Division an annual certification completed by either the permittee or their designee
confirming the projects conformance with permit conditions
e. OBTAINING COMPLIANCE. The Director may notify the permittee when the
permitted site does not meet one or more of the minimum requirements of the
permit. Within the time frame specified in the notice, the permittee shall submit a
written time schedule to the Director for modifying the site to meet minimum
requirements. The permittee shall provide copies of modified plans and certification
in writing to the Director that the changes have been made.
OTHER PERMITS. The issuance of this permit does not preclude the permittee
from complying with and obtaining any other permits or approvals that are required
for this development to take place, as required by any statutes, rules, regulations,
or ordinances, which may be imposed by any other Local, State or Federal
government agency having jurisdiction. Any activities undertaken at this site that
cause a water quality violation or undertaken prior to receipt of the necessary
permits or approvals to do so are considered violations of NCGS 143-215.1, and
subject to enforcement procedures pursuant to NCGS 143-215.6.
Page 6 of 7

Post -Construction Stormwater Management
Permit No. SW8 140701
Permit renewed, updated, and reissued this the 30t' day of June, 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
c, nan vvren^Dr
fl
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 7 of 7

Attachment C - Permitting History
Permit No. SW8 140701
Approval
Date
Permit
Action
BIMS
Version
Description of the Changes
2/9/2015
Original
Approval
1.0
Expires 2/9/2023
6/30/2022
Renewal
2.0
Expires 2/9/2031

r
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
1 will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected 'e m n D a E
within 24 hours after every storm event greater than 1.0 inches (o 5 ir{�ieilin��
Coastal County). Records of operation and maintenance should bel pt in a known set
location and must be available upon request. BY: --------
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
[low I will remediate theproblem:
The entire BMP
'trash debris is present.
Remove the trash debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area N
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
Swale
The pipe is clogged.
Unclog the pipe. Dispose of the
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
E(CE0 V E
JUL 01 2014
Form SW401-Wet Detention Basin O&M-Rev.4 BY. Page 00f 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. 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 55:5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 33:5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
18.0
---------------
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
'ft Min.
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 21.5
Pool
Sediment Removal Elevation 16.0 Volume
Bottom Elevation 15.0 1 1-ft
MAIN POND
E(CCE� V E
JUL 0 2 20*
BY: Page of 4
Storage

Permit Number:
(to be provided by DWQ)
► acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Saint Basil Orthodox Church
BMP drainage area number:
Print name: Bernard Peter Robichau
Title: Priest -in -Charge
Address: 2166 Kent Sreet Wilmington NC 28403
Date: fn- (o-Il
Note: The legally responsible parry 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.
►, 4rL,1V - t4lu!5 , a Notary Public for the State of
�a;M1 =QLrAL- County of IAE6( tJh SoJ 7�do hereby certify that
L(titZ7 17EljFL J?4j34e!6JA0 personally appeared before me this 30"4
day of � 19 tic , Zc, 14 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
�EIVE
SEAL r
JUL0 2 20%
My commission expires /L Zi- l �.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Permit
1 �D to Retetved may+ _Fee Pald S0 Sw 3 j¢t
-3733A�2o2_
LLLL� NC DEO Division of Energy, Mineral and Land Resources
STATE STORMNIIATER:
PERMIT RENEWAL APPLICATION FORM
in accordance with 15A NCAC 2H.1045LU 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 y Sam per Session Law 2011-398 (S8 781)
Sect., 8o (c). This apptication form is for permit renewals only.
A. PROJECT INFORMATION
1, State Stormwater Permit Number: SVJ8 140701 _
2. Project name: Saint Basil the Great Orthodox Church
3. Project street address: 4601 Blue Clay Rd
City: Castle Havne _ County: New Hanover
ZIP: 28429
4. What, if any, changes have been made to the project as pe-mitied? None
If the project has changed from the original approved plans please complete SWu-1 ul Tor a ivra/ar
Modification or Minor Modification Application form availablT at httpsY/deg nc (ioy/about/divisionsli
B. PERi`JIITTEE INFORMATION
If changes to the permittee or project name have been made, pease complete either the Permit Update form
or the Permit Transfer form available at: https://deg.nc.gov/aboiiUdivisions/energy-mineraWand-
resources/energy-mineral-land-rules/stormwater-programloost-:owitruction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: Sa nt Basil the Great Orthodx Church
2. Signing Official's Name: Andrew Cannon
3. Signing Official's Title: Reverend h0 3 Q 2022 O
4. Mailing Address: 4601 Blue CIS Rd g r
City: Castle Havne _ State: Nr�_Z1P :
2,,8429
5. Street Address: 4601 Blue Clay Rd
City: Castle Havne State: NC ZIP:
J8429 -_— _ _
6. Phone: [phone] Email: fatherandrewCo?n i minptgn­=g.org

Po

DEMLR USE ONLY
Date Re ived
Fee Peid
Permit Number
3 as
70(o a5=-
SWg o o/
INC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60. (c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 140701
2. Project name: Saint Basil the Great Orthodox Church
3. Project street address: 4601 Blue Clay Road
City: Castle Hayne County: New Hnover
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 Major
Modification or Minor Modification Application form available at: littps://deg.nc.gov/abouUdivisions/energy-
mineral-land-resources/energy-mineral-land-rules/stormwater-prpg ra m/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://deg.nc.gov/abouUdivisions/energy-mineral-land-
resources/enerav-mineral-land-rules/stormwater-Droaram/post-construction. State Stormwater Permits do not
1. Current Permit Holder's Company Name/Organization:
2. Signing Official's Name:
3. Signing Official's Title:
4. Mailing Address: _
City: State: ZIP:
5. Street Address:
City: State: ZIP:
6. Phone: (_) Email:
JUN 2 3 2022
BY:_

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C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/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.
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. 571)"North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner,
e. Sole proprietor, or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
4. O&M Agreements, Please select one:
❑ I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
® 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:
[y 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 -% 2n profs ss
© 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).
httas://www.sosnc.gov/online services/search/by title/ Business Registration
JUN 2 3 2022

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D. PERMITTEE'S CERTIFICATION
I, 9ey Avid v, Ca hyw o h , the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct and complete.
Signature:_ 90 •ram l Date: Su?,/ 2022
NOTARIZATION:
a Notary Public for the State of
do hereby certify
personally appeared before me
this the M t" day of ,J k%"Q 20_dsq and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature:
My commission expires �C.n.�,��
O ;
�'l,• OSARy •.'O
MY Gomm' E p0(Q '
January 2A, .2
'02
;,SRO•..... ��`��:
ea JUN 3
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Permit No.
(to Sepmvided by DWO)
NA02
OF W ATEq
OG
jr
HCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Pad 111) must be printed, filled out and submitted along with all of the required information.
I. P.ROJECTJNFORMATIONr _„ ,.+...";:.. ,1: &''> =�.., ': .�"`w' 4 St"' _Nf`i'rt m ,,.5' ::':' n^nii.
Project name - St. Bast Church '
Contact person - --
Phone number
Dale
Drainage area number
She Characteristics
Drainage area
Impervious area, postdevelopment
% impervious
Design rainfall depth
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SAWaters
1.5' mrwff volume
Pre -development 1-yr, 24-hr runoff
Posldevelopmenl 1-yr, 24-hr mnoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the lyr 24hr storm peak How required?
1-yr, 24-hr rainfall depth
Rational C; pre -development
Rational C, postdevelopment
Rainfall inlensity: 1-yr, 24-hr stomi
Pre -development 1-yr, 24-hr peak How
Post -development 1-yr, 24-hr peak flow
PrelPost 1-yr, 24hr peak How control
Elevations
Temporary pool elevation
Permanent pod elevation
SHWF elevation (approx. at the perm. pool elevation)
Top of 10H vegetated shelf elevation
Bottom of 10ff vegetated shelf elevation
Sediment deanout, top elevation (bottom of pond)
Sediment dearaut, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
..55,304 le
28,232 fe
51.05 %
1.5 1n
3,525 h'
3,718 ftf
OK volume provided is equal to or in excess of volume required.
Its
Y (Y or N)
3.8 in
0.15 (unitless)
0.26 (unitless)
US idhr OK
0.03 H'/sec
0.05 gs/seg
0.02 Hs/sec
22.25 hnsl
21.50 Iml
21.50 f nsl
22.00 hrW
21.00 frnsl
16.00 fmsl
15.00 hnsl
1.00 0
N (Y or N)
fmsl
kL_CEB Cam! F
OCT 0 9 2014
BY:
Form SW401-Wat Detention Basin-Rev.94/1e/12 Pans I. a II. Design Summary, Page 1 of 2

Permit
(Io be provided by DIND)
ILMESIGNINFORMATIOV arr
Surface Areas
Area, temporary pool
5,477 e
Area REQUIRED, permanent pool
3,152 0'
SAIDA ratio
5.70 (unifless)
Area PROVIDED, permanent pool, Ao,,,, roy -
3,906 it`
OK
Area, bottom at 1011 vegetated shelf, Aw ge, -
2,631 fl2
Area, sediment deanout, lop elevation (bottom of pond), Ae,t.,4
^ " 301 W
Volumes
Volume, temporary pool
3,718 0e
OK
Volume, permanent pool, V. ,,
8,734. 03
Volume, forebay (sum of lorebays if more than one forebay)
1,596 ft3
Forebay %of permanent pool volume
18.3% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
.Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
N - .. (Y or N)
SAIDA ratio
5.70 (witless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N " (Y or N)
Volume, permanent pool, V. p„ 1
8,734 fi'
Area provided, permanent pool, Ap-,d
3,906 0`
Average depth calculated
it
Need 3 0 min.
Average depth used in SAIDA, d., (Round to nearest 0.511)
It
Calculation option 2 used? (See Figure 10-26)
Y, (Y or 11)
Area provided, permanent pool, A._po,
3,906 0`
Area, bottom of 100 vegetated shelf, A� .
2,631 f?
Area, sediment dermal, lop elevation (bottom of pond), Amya,a
301 1t2
'Depth' (distance bfw bottom of 1011 shell and lop of sediment)
5.00 it
Average depth calculated
3.20 0
OK
Average depth used in SAIDA, it.. (Round to down to nearest 0.511)
3.0 0
OK
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of critics (if circular)
- 1.00 in
Area of orifice (9-noncimular)
- - in'
Coefficient of discharge (Co)
0.60 (unifless)
Driving head (Ha
0.24 it
Drawdown Ihmugh weir?
- N (Y or N)
Weir type
(undless)
Coefficient of discharge IQ
(unidess)
Length of weir (L)
0
Driving head (H)
it
Pre-developmenl 1-yr, 24-hr peak flow
0.03 h3/sac
Post -development 1-yr, 24-hr peak flow
- 0.05 03ysac
Storage volume discharge rate (through discharge orifice or weir)
0.02 03lsec
Storage volume drawdown time
2.63 days
Additional Information
Vegetated side slopes
3:1
Vegetated shell slope
.: 10 :1
Vegetated shell width
10.0 0
Length of flowpalh to width ratio
3 :1
Length to width ratio
F3.0 :1
Trash rack for overflow & orifice?
- ,Y (Y or N)
Freeboard provided
1.0 it
Vegetated filter provided?
N (Y or N)
Recorded drainage easement provided?
,: Y - (Y or N)
Cultures all runoff at ultimate buildout?
N (Y or N)
Drain mechanism for maintenance or emergencies is:
.Portable Pump
OK, draws down in 2-5 days.
OK
OK
OK
OK
OK
OK
OK
OK
ECEIVE
OCT 0 9 2014
BY:
OK
Required to capture all runoff from the ultimate buildoul
Form SW406Wet Detention Basin. Rev.9 hf!112 Pans 1.81t. Design Summary, Page 2 or 2

Permit No.
i (to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
Sti — I
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROM,
- Overflow device, and
- Boundaries of drainage easement.
513P
5N 9
2. Partial plan IV = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
3DP
S�
3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
De
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
--sap
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
t
9. A copy of the deed restrictions (if required).
5a('
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
ECE'VE
JUL 0 2 2014
Ue
Form SW401-Wet Detention Basin-Rev.9-4/1e/12 PartW eq_ wired Items Checklist, 1 of 1

Permit No.
(to be provided by DEMLR)
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied firr 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 State of North Carolina
Stormwater Best Management Practice Manual. Curb and gutter systems are allowed provided they meet the
requirements in 15A NCAC 2H .1008(g).
1. PROJECT INFORMATION
Project Name: Saint Basil Orthodox Church
Contact Person: Rev. B. Peter Robichau, Priest -in -Charge Phone Number: ( 910 )805-0981
Number of Lots: Allowable Built Upon Area (BUA) Per Lot*:
Number of Dwelling Units Per Acre**:
Low Density Development (check one): ® 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 11 Post -Construction [non-SAI only)
11. BUILT UPON AREA
Refer to DEMLR's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (http://portal.ncdenr.oi-Wweb/Ir/state-storm er{>�'oxr� WEE
Complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water.
• DF Density Factor - the appropriate percent built upon area divided by 100. "
• RA Road Area - the total impervious surface occupied by roadways.
• 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 impervious
surfaces located between the front lot line and the edge of pavement. /
• Total allowable lot BUA - the computed allowable built upon area for all lots combined.
• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non -uniform lots.
Form SW401-Low Density-Rev.3-2/10/09 Page I of 4

For uniform lot sizes:
(SA: ft2 x DF: 1- (RA: ft2) - (OA: ft2) = BUA per Lot = ft2
(No of Lots: )
For non -uniform lot sizes:
a. (SA: ft2 x DF: ) - (RA: ft2) - (OA: ft2) = Total allowable lot BUA = ft2
b. Total BUA from lot listing: sf. b must be 5 a
Ill. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table I 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://h(ise.nws.noaa.gov/hdsc/pfds/
Table I. Swale desien information based on the 10-vear. storm.
Swale No.
Drainage
Area (ac)
Impervious
Area (ac)
Grassed
Area (ac)
C
Q
(cfs
Slope
%
Vatlow
(fps)
Vactuat
(fps)
Flow
Depth (ft
1
0.09
0.02
0.07
0.38
0.39
1.8
2.0
1.52
0.29
2
0.20
0.06
0.14
0.43
0.88
1.1
2.0
1.54
0.44
3
0.05
0.02
0.03
1 0.50
0.29
1.8
2.0
1.41 1
0.26
4
0.12
0.06
0.06
0.57
0.71
1.1
2.0
1.46
0.40
5
0.45
0.16
0.29
0.46
2.20
1.1
2.0
1.94
0.61
6
7
8
9
10
Il
12
13
14
15
16
17
18
19
20
BY:
Form SW401-Low Density-Rev.3-2/10/09 Page 2 of 4

IV. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Notch Carolina Administrative Code Section 15A
NCAC 21-1 .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 justification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sheet No.
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.
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 11 Post -Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
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 sP 5-1✓-1 e. Built upon area calculations are provided for the overall project and all lots.
1,4f. Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 21-1.1007)
_�1[3(-
sw-D g.
Side slopes of swales are no steeper than 3:1; or no steeper than 5:1.for curb outlet swales.
Se
sv-D 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.
SRL
-7--o j.
Swales 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 fUs).
k.
Swale detail and permanent vegetation is specified on the plans.
S✓-D I.
Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
m.
Swales are located in recorded drainage easements.
r
n.tt
Length of swale or vegetated area is at least 100 feet for each curb outlet.
"SbP
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).
.,4 I)." Curb outlets direct flow to a swale or vegetated area. �(�*�0��
t Projects in the Neese, Tar -Pamlico, Catawba River basins, and Randleman Lake may Iquir dditional buff .
tt Only complete these items for projects with curb outlets. JVL 0 2 2014
BY..
Form SW401-1,ow Density-Rev.3-2/10/09 Page 3 of 4

V. SWALE SYSTEM MAINTENANCE REQUIREMENT'S
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.
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 Energy, Mineral
and Land Resources.
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 DEMLR of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: Rev. B. Peter Robichau, Priest -in -Charge
Address: 2166 Kent Sreet. Wilmington. NC 28403
Phone: [phone] Date: 3 0. J e 30. Zo t4
nn n
Signature: t.N�ccQ in
'U KO�JiGQ/rJw
Note: The legally responsible party should not be a homeowners association unless snore than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
[, — 11p 1r+d F. lC 5 a Notary Public for the State of .d ,County of
—r.
LAAA1.10 tLj?___, do hereby certify that _ 139" I.6tZD j3g�_ Z kq23u&44) personally appeared before me this
day of JV r•t F— 3. T� , Z014 , and acknowledge the due execution of the forgoing swale maintenance requirements.
Witness my !And and official
Notary signature
NOTARY *� •�;
SEA
PUE
•^y
Form SW401-Low Density-Rev.3-2/10/09
My commission expires & Z%—/4 rp��(/u�/''�_ /(ram. p`�'//q'rr}�. E(CEI V F
JUL 022014
Page 4 of 4 BY:--