SW8080615_CURRENT PERMIT_20211221

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 $ Ulu I rJ
DOC TYPE
1$ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2Q2\ 12.2\
YYYYMMDD

ROY COOPER
Gwernor
ELIZABETH S BISER
Secretary
BRIAN WRENN
Director
December 21, 2021
First Baptist Church of Swansboro
Attn Robert Penrod, Chairman
614 West Corbett Ave
Swansboro, NC 28584
NORTH CAROLINA
Envtronmentat Quality
Subject Permit Renewal
Post -Construction Stormwater Management Permit No SW8 080615
First Baptist Church of Swansboro
Onslow County
Dear Mr Penrod
Effective August 1, 2013 the Post -Construction Stormwater Management Program has been transferred from the
Division of Water Quality ("DWQ") to the Division of Energy, Mineral and Land Resources ("DEMLR") All
previous references to DWQ will remain in older permits issued prior to August 1, 2013 until they are modified
Please note that this permit will now reference DEMLR as the Division responsible for enforcement of the permit
On August 5, 2009, the Governor signed Session Law 2009-406 This law impacted any development approval
issued by the former Division of Water Quality under Article 21 of Chapter 143 of the General Statutes, which
was current and valid at any point between January 1, 2008, and December 31, 2010 The law extended the
effective period of any permit that was set to expire during this time frame to three (3) years from its current
expiration date On August 2, 2010, the Governor signed Session Law 2010-177, which granted an extra year for
a total of four (4) years extension
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on November 5, 2021 The Division is hereby notifying you that permit SW8 080615 has been
renewed, updated, and re -issued on December 21, 2021, 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 July 26, 2028, which includes all available extensions, and does not supersede
any other agency permit that maybe required The project shall be subject to the conditions and Inn nations as
specified therein This permit does not unpose new or increased stormwater control requirements, it clarifies the
rules and requirements of this program to provide you with a better understanding of your obligations under this
permit Failure to comply with these requirements will result in future compliance problems Please note that this
permit is not transferable except after notice to and approval by the Division
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH) The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAH withm 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 corn Unless
such demands are made this permit shall be final and binding
If you have any questions concerning this permit, please contact Ashley Smith in the Wilmington Regional
Office, at [phone] or ashleym smith@ndem gov
Sincerely
Bnan Wrenn Direc r
Division of Energy, Mineral and Land Resources
oft
North Carolina Department of Environmental Quality I Division of Energy Mineral and land Resources
D _E
Wilmington Regional Office 1127 Cardinal Drive Extension I wilimngton North Carolina 28405
rnm WcU
9107967215

State Stormwater Permit No SW8 080615
Page 2 of 2
Enclosures Attachment C—Permitting History
Renewal Application Documents
Copy of the current operation and maintenance agreement
DES/ams %Stormwater\Permits & Progects\2008\080615 H13\2021 12 permit 080615
cc Wilmington Regional Office Stormwater File
M E QJ. North Carolina Department of Environmental Quality I Dmston of Energy Mineral and Land Resources
r Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington North Carolina 28405
9107967215

Post -Construction Stormwater Management
Permit No SW8 080615
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In compliance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations promulgated and adopted by the North
Carolina Environmental Management Commission, including 15A NCAC 02H 1000 as amended by
Session Law (SL) 2006-246 (the "stormwater rules")
PERMISSION IS HEREBY GRANTED TO
First Baptist Church of Swansboro
First Baptist Church of Swansboro
614 West Corbett Ave, Swansboro, Onslow County
FOR THE
construction, management, operation and maintenance of built -upon area (BUA) draining to two (2)
sand filters ("stormwater control measures" or "SCMs") discharging to Class SA-HQW 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 July 26, 2028 and shall be subject to the
following specified conditions and limitations The permit issued shall continue in force and effect until
the permittee files a request with the Division for a permit modification, transfer, renewal, or
rescission, however, these actions do not stay any condition The issuance of this permit does not
prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or
terminating the permit for cause as allowed by the laws, rules, and regulations contained in Title 15A
NCAC 2H 1000 and NCGS 143-215 1 et al
BUA REQUIREMENTS The maximum amount of BUA allowed for the entire project is 62, 898
square feet The runoff from all BUA within the permitted drainage areas of this project must be
directed into the permitted SCMs The BUA requirements and allocations for this project are as
follows
a SCM BUA LIMITS The SCMs identified as Filter #1 and Filter #2 have been designed to
handle the runoff from 39,722 and 23,176 square feet of BUA, respectively, within the
delineated drainage areas This permit does not provide any allocation of BUA for future
development within the delineated drainage area(s)
b CAMA AECs Where a project or lot is located within CAMA's Area of Environmental
Concern (AEC), the Division of Coastal Management (DCM) may calculate a different
maximum BUA based on CAMA regulations The more restrictive BUA limit will apply to the
project
Page 1 of 5

Post -Construction Stormwater Management
Permit No SW8 080615
PERVIOUS AREA IMPROVEMENTS At this time, none of the pervious area improvements
listed in G S 143-214 7(b2) or the Stormwater Design Manual have been proposed for this
project Pervious area improvements will be allowed in this project if documentation is provided
demonstrating those improvements meet the requirements of the stormwater rule
3 SCM REQUIREMENTS The SCM requirements for this project areas follows
a SCM DESIGN (SL 2006-246) The SCMs identified as DA1 and DA2 are permitted based
on the following design criteria and as shown in the approved plans and specifications
These SCMs must be provided and maintained at the design condition
Sand Filter
SCMs, identified as
#1
#2
Drainage Area identified as
DA2
DA1
a Drainage Area acres
Onsite subject to 2006 ft2
Offsite ft2
1 40
61 177
None
1 36
56,628
2 614
b Total Impervious Surfaces, ft2
Onsite subject to 2006 ft2
Offsde, ft2
39,722
39 722
None
23 176
20,562
2 614
c Design Storm inches
366
366
d Bottom Elev FMSL
175
222
e Sediment Chamber Surface Area f12
1 320
590
f Weir Elevation, FMSL
2020
2523
Sand Media Depth, ft
1 5
1 5
h Sand Chamber Surface Area ft2
1 759
1 177
i Max Head ft
29
34
Permitted Storage Volume ft'
8 929
6,008
k Controlling Orifice inch 0 pipe
4
4
1 Time to Drawdown hours
28
30
m Seasonal High Water Table FMSL
165
21 20
n Receiving Stream/River Basin
White Oak River/White Oak
o Stream Index Number
20-18
Classification of Water Body
SA HQW
b DISCHARGES IN EXCESS OF THE DESIGN STORM TO SA WATERS (SL 2006-246)
The volume in excess of the design storm must flow overland through a level spreader and
50-foot vegetated filter strip designed per 15A NCAC 02H 1008(f) to pass the peak flow from
the 10-year storm in a diffuse, non -erosive manner
4 VEGETATED BUFFERS (SL 2006-246) A 30-foot wide vegetative buffer must be provided
and maintained in grass or other vegetation adjacent to all surface waters as shown on the
approved plans The buffer is measured horizontally from the normal pool elevation of
impounded structures, from the top of bank of each side of streams or rivers, and from the
mean high waterline of tidal waters, perpendicular to the shoreline
BUA IN THE VEGETATED BUFFER BUA may not be added to the vegetated setback
except as shown on the approved plans
b RELEASE OF UNTREATED STORMWATER Stormwater must be released at the edge of
the vegetated buffer and allowed to flow through the buffer as dispersed flow
RECORDED DOCUMENT REQUIREMENTS The stormwater rules require the following
documents to be recorded with the Office of the Register of Deeds
a EASEMENTS All SCMs, stormwater collection systems, vegetated conveyances and
maintenance access located on property owned by other persons or entities must be located
in permanent recorded easements or drainage easements as shown on the approved plans
Page 2 of 5

Post -Construction Stormwater Management
Permit No SW8 080615
b DEED RESTRICTIONS AND PROTECTIVE COVENANTS The permittee shall record deed
restrictions and protective covenants prior to the issuance of a certificate of occupancy to
ensure the permit conditions and the approved plans and specifications are maintained in
perpetuity
CONSTRUCTION During construction, erosion shall be kept to a minimum and any eroded
areas of the on -site stormwater system will be repaired immediately
a UNDERGROUND SCMs It is recommended that during the installation of the underground
SCM, photos be taken documenting the construction and demonstrating that the constructed
SCM meets the approved design It is further recommended that these photos be submitted
with the required Designer's Certification
b PROJECT CONSTRUCTION, OPERATION AND MAINTENANCE During construction, all
operation and maintenance for the project shall follow the Erosion Control Plan requirements
until the Sediment -Erosion Control devices are converted to SCMs or no longer needed
Once the device is converted to a SCM, the permittee shall provide and perform the
operation and maintenance as outlined in the applicable section below
c SCM RESTORATION If one or more of the SCMs are used as an Erosion Control device
and/or removed or destroyed during construction, it must be restored to the approved
stormwater design condition prior to close-out of the erosion control plan and/or project
completion and/or transfer of the stormwater permit Upon restoration, a new or updated
certification will be required for the SCM(s) and a copy must be submitted to the appropriate
DEQ regional office
MODIFICATIONS No person or entity, including the permittee, shall alter any component
shown in the approved plans and specifications Prior to the construction of any modification to
the approved plans, the permittee shall submit to the Director, and shall have received approval
for modified plans, specifications, and calculations including, but not limited to, those listed
below For changes to the protect or SCM that impact the certifications, a new or updated
certification(s), as applicable will be required and a copy must be submitted to the appropriate
DEQ regional office upon completion of the modification
a Any modification to the approved plans and specifications, regardless of size including the
SCM(s), BUA, details, etc
b Redesign or addition to the approved amount of BUA or to the drainage area
c Further development, subdivision, acquisition, lease or sale of any, all or part of the 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), 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 infiltrating permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a pervious surface that were not included in the
approved plans and specifications
g Other modifications as determined by the Director
8 DESIGNER'S CERTIFICATION 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
9 OPERATION AND MAINTENANCE The permittee shall provide and perform the operation and
maintenance necessary, as listed in the signed operation and maintenance agreement, to
assure that all components of the permitted on -site stormwater system are maintained at the
approved design condition The approved operation and maintenance agreement must be
followed in its entirety and maintenance must occur at the scheduled intervals
Page 3 of 5

Post -Construction Stormwater Management
Permit No SW8 080615
a CORRECTIVE ACTIONS REQUIRED If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions This includes actions required by the
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
b MAINTENANCE RECORDS 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
10 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 15A NCAC 02H 1045(3)
11 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
12 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 protect 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
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,
u A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved,
ui A person or entity who has been lawfully and finally divested of title to the property
on which the permitted activity is occurring or will occur through foreclosure,
bankruptcy, or other legal proceeding
IV A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur,
v The assignment of declarant rights to another individual or entity,
vi The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214 7(c2),
b TRANSFER INSPECTION Prior to transfer of the permit, a file review and site inspection
will be conducted by Division personnel to ensure the permit conditions have been met and
that the project and the on -site stormwater system complies with the permit conditions
Records of maintenance activities performed to date may be requested Projects not in
compliance with the permit will not be transferred until all permit and/or general statute
conditions are met
13 COMPLIANCE The permittee is responsible for complying with the terms and conditions of this
permit and the approved plans and specifications until the Division approves the transfer
request
a REVIEWING AND MONITORING FOR COMPLIANCE The permittee is responsible for
verifying that the proposed BUA within each drainage area and for the entire protect does
not exceed the maximum amount allowed by this permit The permittee shall review and
routinely monitor the protect to ensure continued compliance with the conditions of the
permit, the approved plans and specifications
b 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
Page 4 of 5

Post -Construction Stormwater Management
Permit No SW8 080615
c MAINTENANCE ACCESS SCMs, stormwater collection systems, and vegetated
conveyances must be accessible for inspection, operation, maintenance and repair as
shown on the approved plans
d DIVISION ACCESS The permittee grants Division Staff permission to enter the property
during normal business hours to inspect all components of the permitted project
e ENFORCEMENT Any individual or entity found to be in noncompliance with the provisions
of a stormwater management permit or the requirements of the stormwater rules is subject to
enforcement procedures as set forth in NCGS 143 Article 21
f ANNUAL CERTIFICATION The permittee shall electronically submit to the Division an
annual certification completed by either the permittee or their designee confirming the
protects conformance with permit conditions
g ANNUAL REPORT (SL 2006-246) The permittee shall submit to the Division an annual
summary report of the maintenance inspection records for each SCM The report shall
summarize the inspection dates, results of the inspections, and the maintenance work
performed at each inspection
h 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
i OTHER PERMITS The issuance of this permit does not preclude the permittee from
obtaining and complying with any and all other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or ordinances,
which are imposed by any other Local. State or Federal government agency having
jurisdiction Any activities undertaken at this site that cause a water quality violation or
undertaken prior to receipt of the necessary permits or approvals to do so are considered
violations of NCGS 143-215 1, and subject to enforcement procedures pursuant to NCGS
143-215 6
Permit renewed, updated, and reissued this the 21st day of December 2021
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
9 , Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 080615
Page 5 of 5

Attachment C - Permitting History
First Baptist Church of Swansboro
Permit No SW8080615
Approval
Date
Permit
Action
BIMS
Version
Descnption of the Changes
6/27/2008
Original
Approval
10
include minor changes to the drainage
area and impervious area including the
removal of a second driveway entrance,
12/1/2009
Plan
Revision
I I
omission of proposed sidewalk, and
addition of several parking spaces
These proposed changes do not exceed
the previously approved drainage area or
imprevervious area allotments
12/21/20211
Renewal
20
1 Expires July 26, 2028

PermitNumber �C�3tel s
(to be provided by DWQ
Drainage Area Number
Sand Filter Operation and Maintenance Agreement
ep a maintenance record on this BMP This maintenance record will be kept in a
known set location Any deficient BMP elements noted in the inspection will be
d, repaired or replaced immediately These deficiencies can affect the integrity of
es, safety of the public, and the removal efficiency of the BMP
Important maintenance procedures
— The drainage area will be carefully managed to reduce the sediment load to the
sand filter
— Once a year, sand media will be skimmed
— The sand filter media will be replaced whenever it fails to function properly after
vacuuming
The sand filter will be inspected quarterly and within 24 hours after every storm event
greater than 10 mches (or 15 inches if m a Coastal County) Records of operation and
maintenance will be kept in a known set location and will be available upon request
Inspection activities shall be performed as follows Any problems that are found shall be
repaired immediately
BMP element-
Potential problem
How I will remediate the problem
The entire BMP
Trash/debris is present
Remove the trash debris
The adjacent pavement
Sediment is present on the
Sweep or vacuum the sediment as
(if applicable)
pavement surface
soon as possible
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
sand filter
erosive gulhes have formed
remove the gully, and then plant a
ground cover and water until it is
established Provide lone and a
one -tune fertilizer application
Vegetation is too short or too
Maintain vegetation at a height of
long
approximately six inches
The flow diversion
The structure is clogged
Unclog the conveyance and dispose
structure
of any sediment off -site
The structure is damaged
Make any necessary repairs or
replace if damage is too large for
repair
The pretreatment area
Sediment has accumulated to
Search for the source of the
a depth of greater than six
sediment and remedy the problem if
inches
possible Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP
Erosion has occurred
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 a pesticide is used, wipe it
on the plants rather than spraying
Form S W401-Sand Filter O&M -Rev 3 Page 1 of 1

BMP element
Potenhal problem
How I will remediate the problem
The filter bed and
Water is ponding on the
Check to see if the collector system
underdrain collection
surface for more than 24
is clogged and flush if necessary If
system
hours after a storm
water still ponds, remove the top
few inches of filter bed media and
replace If water still ponds, then
consult an expert
The outflow spillway
Shrubs or trees have started
Remove shrubs and trees
and pipe
to grow on the embankment
immediate]
The outflow pipe is clogged
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems
The outflow pipe is damaged
Repair or replace the pipe
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Umt at 919-
outlet
733-1786
Form S W401-Sand Filter O&M -Rev 3 Page 2 of 2

Permit Number eSw 0 [l T UiB1 s
(to be provided by DWO
Drainage Area Number
Sand Filter Operation and Maintenance Agreement
I will keep a maintenance record on this BMP This maintenance record will be kept in a
log in a known set location Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately These deficiencies can affect the integrity of
structures, safety of the public, and the removal efficiency of the BMP
Important maintenance procedures
— The drainage area will be carefully managed to reduce the sediment load to the
sand filter
— Once a year, sand media will be skimmed
— The sand filter media will be replaced whenever it fails to function properly after
vacuuming
The sand filter will be inspected quarterly and withm 24 hours after every storm event
greater than 10 inches (or 15 inches if m a Coastal County) Records of operation and
maintenance will be kept in a known set location and will be available upon request
Inspection activities shall be performed as follows Any problems that are found shall be
repaired immediately
BMP element-
Potential problem
How I will remediate the problem
The entire BMP
Trash/debris is present
Remove the trash/debris
The adjacent pavement
Sediment is present on the
Sweep or vacuum the sediment as
(if applicable)pavement
surface
soon as possible
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
sand filter
erosive gullies have formed
remove the gully, and then plant a
ground cover and water until it is
established Provide hme and a
one-time fertilizer application
Vegetation is too short or too
Maintain vegetation at a height of
long
approximately six inches
The flow diversion
The structure is clogged
Unclog the conveyance and dispose
structure
of any sediment off -site
The structure is damaged
Make any necessary repairs or
replace if damage is too large for
repair
The pretreatment area
Sediment has accumulated to
Search for the source of the
a depth of greater than six
sediment and remedy the problem if
inches
possible Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP
Erosion has occurred
Provide additional erosion
protection such as reinforced turf
matting or nprap if needed to
prevent future erosion problems
Weeds are present
Remove the weeds, preferably by
hand If a pesticide is used, wipe it
on the plants rather than spraying
Form SW401-Sand Filter O&M -Rev 3
Page 1 of 1

BMP element
Potential problem
How I will remediate the problem
The filter bed and
Water is pondmg on the
Check to see if the collector system
underdrain collection
surface for more than 24
is clogged and flush if necessary If
system
hours after a storm
water still ponds, remove the top
few inches of filter bed media and
replace If water still ponds, then
consult an expert
The outflow spillway
Shrubs or trees have started
Remove shrubs and trees
and pipe
to grow on the embankment
immediate)
The outflow pipe is clogged
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems
The outflow pipe is damaged
Repair or replace the pipe
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet
733-1786
Form SW401-Sand Filter O&M -Rev 3
Page 2 of 2

Permit Number 41 ti Y �ff FfU C0 1
(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 pnor to any changes to the system or responsible party
Project name First Baptist Church of Swainsboro
BMP drainage area number 2
Pnnt name Charles Sheldon
Title Chairman of the Board of Trustees
Address 614 West Corbett Avenue, Swansboro , NC 28584
Phone
Signatt
Date (_ 1(0- LOO$
Note The legally responsible party should not be a homeowners association unless more than 50°/a of
the lots have been sold and a resident of the subdivision has been named the president.
I, R 0%c r T GN R 0 0 , a Notary Public for the State of
OoaYt-I OA2o`i rv, o County of mv\ S Lc w do hereby certify that
C�t eS personally appeared before me this 1
day of 3 u vie , -LLYAS , and acknowledge the due execution of the
forgoing sand filter maintenance requirements Witness my hand and official seal,
NOTARY
PUBOO
SEAL
My commission expires OCE dy . aO 1 b
Form SW40I-Sand Filter O&M -Rev 3 Page 3 of

r
Permit Number �5 1j y tJ 3o (o 1
(to be provided by DWQ)
Drainage Area Number I * Z
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP This maintenance record will be kept in a
log in a known set location Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP
Important maintenance procedures
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks)
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC, 1993) Forested filter strips do not require this type of maintenance
— Once a year, the soil will be aerated if necessary
— Once a year, soil pH will be tested and lime will be added if necessary
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 10 inch (or 15 inches if in a Coastal County)
Records of operation and maintenance will be kept in a known set location and will be
available upon request
Inspection activities shall be performed as follows Any problems that are found shall
be repaired immediately
BMP element
Potential problem
How I will remediate the problem
The entire filter strip
Trash/debris is present
Remove the trash/debris
system
The flow splitter device
The flow splitter device is
Unclog the conveyance and dispose
(if applicable)
clogged
of anv sediment off -site
The flow splitter device is
Make any necessary repairs or
damaged
replace if damage is too large for
repair
Form SWU40I-Level Spreader, Filter Strip, Restored Riparian Buffer O&M -Rev 3 Page 1 of 3

R�
BMP element
Potential problem
How I will remediate the problem
The swale and the level
The Swale is clogged with
Remove the sediment and dispose
lip
sediment
of it off -site
The level lip is cracked,
Repair or replace lip
settled, undercut, eroded or
otherwise damaged
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it
water until it is established Provide
lime and a one-time fertilizer
application
Trees or shrubs have begun
Remove them
to grow on the swale or lust
downslo e of the level lip
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed
remove the gully, and then
reestablish proper erosion control
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill
necessary) After this, reestablish
the erosion control material
The filter strip
Grass is too short or too long
Maintain grass at a height of
if applicable)
approximately three to six inches
Areas of bare sod and/or
Regrade the sod if necessary to
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
Sediment is building up on
Remove the sediment and
the filter strip
restabilize the soil with vegetation if
necessary Provide lime and a one-
time fertilizer application
Plants are desiccated
Provide additional irrigation and
fertilizer as needed
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
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species
possible If pesticide is used, do not
allow it to get into the receiving
water
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
outlet
401 Oversight Unit at 919-733-1786
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M -Rev 3 Page 2 of 3

Permit Number �� O (-) p
(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 1 C. V C.�n�l (Z CFI O t% !F�)gtis GO
6MP drainage area number I
Pnntname SIA&LuoQ
Title CIt0,0Z 4,1f aP -rkE i30NaQP (017 T_QUSj5J;S
Address L. 1 !q W 4-m S'T e o Q_D,�-t'T fk vi;NUE S w 0, OS ea Zo ►J-G Z�%a�y
Phone
Signatt
Date
«&W10'
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
beccc- O 4- ,i
a Notary Public for the State of
County of anSI ow , do hereby certify that
L' h &Ar � e S _Rt 1_h6.CA_ she how personally appeared before me this _ll
day of �i,� Z, and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements
Witness my hand and official seal,
GICI IAI1// //
-P
�A
NOTARY _
PUBLIC
SEAL
>
My commission expires livBON4.1 ft
Form S WU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M -Rev 3 Page 3 of 3

DEMLR USE ONLY
DateLftceived
Fee Paid
Permit Number
moto
NC DEQ Division of Energy, Mineral and Land Resources EC E IVE
STATE STORMWATER ; ryS1 - 5 202)
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H 1045(3), the current permit holder shall renew their high density permit 180 days
poor to its expiration Renewed permits are valid for a penod of 8 years per Session Law 2011-398 (SB 781)
Sechon 60 (c) This application form is for permit renewals only
A PROJECT INFORMATION
1 State Stormwater Permit Number Sw q 0 & d (0 1
2 Project name Fast Baptist Church Swansboro
3 Project street address 614 West Corbett Ave
City
28584
County Onslow ZIP
4 What, if any, changes have been made to the project as permitted? Protect was completed
If the project has changed from the onginal approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at https //deg nc gov/about/dwisions/energy-
mineral-land-resources/energy-mineral-land-rules/stormwater-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 https //deg nc gov/about/dmsions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction State Stormwater Permits do not
automatically transfer with the sale of the property
1 Current Permit Holder's Company Name/Organization Fast Baptist Church Swansboro
2 Signing Official's Name RobertPenrod
3 Signing Official's Title Trustee Chairman
4 Mailing Address 614 West Corbett Ave
City Swansboro State NC ZIP
28584
5 Street Address
City State ZIP
6 Phone g�10) 326-5768 Email admin00bcswansboro org
Stormwater Permit Renewal Form Page 1 of 3 May 11 2018 A

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 LNonnadon is provided In the application package
RP 1 A permit application processing fee of $505 00 payable to NCDEQ
RP 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 pnncipal 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
RP 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
RP 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
RP 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
Q 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
tC�f�t3'b'i
NOV 0 5 2021
BY
Stormwater Permit Renewal Application Form Page 2 of 3 May 11 2018

D PERMITTEE'S CERTIFICATION
o ber•T P E N IZ O l7 , 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 1 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 notdy DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to muddy 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, ect and comple
Signature �r� Date NOV
NOTARIZATION
I, Pew ner //11a Notary Public for the State of
Dt(4\ fit (% ✓� , County of Qa , do hereby certify
that 4Jer+ Penr&4 personally appeared before me
this the tt day of 20 a ( , and acknowledge the due
execution of the forgoing instrument Witness my hand and official seal,
(Notary Seal)
Notary Signature A ;;o_
��yy
r PUBLIC ;
My commission expires 0(0 "a-4'
rNiov
0 5 2021 ,
BY
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Pennd NumberSGi90$D. IS
(to be provndedby DWQ)
�O^R
/I .'t _
ATA
�ICDENR �r
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
Tfus form must be fifled out on fine, printed and submitted with all of the required information
Make sure to also fig out and submit the Required Items Checdst (Section 110 and the 18M Agreement (Section Ili)
Project name
Contact name
Phone number
Date
Drainage area number
Characteristics
Drainage area (AD)
Impervious area
% Impervious (I,)
Design rainfall depth (Ro)
Peak Flow Calculations
1 yr 24 fir runoff depth
1 yr 24-hr intensity
Pre -development 1 yr 24-hr runoff
dbmt-development 1 yr 24-hr runoff
MiFrelPost 1 yr 24-hr peak control
Storage Volume
Design volume (WQV)
Adjusted water quality volume (1NQVW
Volume contained in the sedimentation basin and on top of the sand filter
Maximum tread on the sedlmentabon basin and sand filter (toµ )
Average head on the sedimentation basin and sand filter (ha
Runoff Coefficient (R,r)
Type of Sand Fitter
Peter Sakalsla
[phone]
June 20 2008
2 [F•Ita.- #t l
61 177 00 fly
39 722 00 t11 i
649%%
3 66 in
366
in
014
inthr
440
fe/sec
659
f?/sec
219
ft3/Sec
11 831 60 fe
8 873 70 fP
892910
290ft
145 ft
0 63 (um0ess)
Open sand filter? y( hl Y or N
If this is an open sand fitter The clearance between the bottom of the sand 1 00 ft
filter and the SHWT (dam)
Closedrprecast sand filter? V Y o N
If this is a closed sand filter The clearance between the bottom of the sand
filter and the SHWT (dsw)
If this is a dosed underground closed sand filter The clearance between
the surface of the sand filter and the bottom of the roof of the underground It
structure (dam
•
OK
OK
OK
OK
^E C E I V EDD
IUW� JUN 2 3 2008
DW O
PROJ# ------
Form SW401 Sand Finer Rev 3 Parts I and a Project Design Summary Page 1 of 3

Permn Number
(to be Provided by D WQ)
Sedimentation Basin
OK Meets minimum but may need to be Increased to
Surface area of sedimentation basin (As)
1 320 00 fe
contain the required volume d enor under Storage
Volume section
and Filter
OK Meets minimum but may need to be increased to
Surface area of sand filter (AF)
1 759 00 fl cadam
the required volume d error under Storage
Volume section
Depth of the sand media filter bed (dF)
150 ft
Coefficient of permeability for the sand filter (k)
3 50 (fVday)
Time to tram the sand filter (1)
28 00 hours
OK Submitdamage calculations
Time to dram the sand filter (t)
1 17 days
Additional Information
Does volume in excess of the design volume bypass the sand fitter
y Y or N
OK
Is an of line flow -splitting device used?
y Y or N
OK
Does volume in excess of the design volume flow evenly distributed trough a
Y N
OK
vegetated filter
y a
What is the length of the vegetated filter
50 00 ft
Does the design use a level spreader to evenly distribute flow?
y Y or N
OK
Is the BMP located at least 30ft from surface waters (50ft it SA waters)?
y Y or N
OK
Is the BMP located at least 100ft from wafer supply, wells?
y Y or N
OK
Are the vegetated side slopes equal to or less than 31
y Y or N
OK
Is the BMP located in a recorded drainage easement vAth a recorded access
Y N
OK
easement to a public Rght of Way (ROW)?
y or
What is the wdtn of the sedimentation chembedforebay (WJ?
6 00 It
OK
What is the depth of sand over the outlet pipe?
1 00 ft
OK
Figure 1 Open Sand Fiter
a luuanrlh n ♦ and Filter
111ml, t hmd,e,
I _utl.t)ge
d-^ r—
i
i
i
ei ndI finJiR.1,TitI-
t It
p E G E I V E D
2 3 V38
DWa
PROJ # ��-
Form SW401Sand Fdter-Rev 3 Parts i and g Protect Design Summary Page 2 of 3

Permit Number Skol�id f%a 16
(to be provided by DWQ)
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
TMs form must be iced out on ine, printed and submitted wilt all of the required information
Make sure to also ii out and subunit the Required Items Checklist (Section 110 and the I&MAgreement (Section A0
ICIt4L'7;:Ic�ti�79
Prqect name
Contact name
Phone number
Date
Drainage area number
II DESIGN INFORMATION r
Site Characteristics
I'.-.''-.i TT. 71
972-T703
Jute 20 2008
Drainage area (AD)
59242 00 file OK
Impetuous area
23176 00 fly
% Impervious (I,)
391 % %
Design rainfall depth (Re)
3 66 in
Peak Flow Calculations
1 yr 24-hr runoff depth
366 in
1 yr 24-hr intensity
014 infer
Pre -development 1 yr 24-hr runoff
410 fP/sec
�ost-0evelopment 1 yr 244ir runoff
554 fP/sec
retPost i yr 24-hr peak control
144 f isec
Storage Volume
Design volume (WQV) 7 262 00 fe
Adjusted water quality volume (WQVd) 5 446 50 It'
Volume contained in the sedimentation basin and on top of the sand filter 6 007 80 OK
Maximum head on the sedimentation basin and sand filter Qi,, ) 340 It OK
Average head on the sedimentation basin and sand filter (hA) 170 It OK
Runoff Coefficient (Rv) 0 40 (umtless)
Type of Sand Filter
Open sand filter? Y orN
If this is an open sand filter The clearance between the bottom of the sand 1 00 R
filter and the SHWT (dsw)
Closedtprecast sand filter? Y o N
If this is a closed sand filter The clearance between the bottom of the sand ft
filter and the SRWT (dsw)
If this is a closed underground closed sand filter The clearance between
the surface of the sand fitter and the bottom of the roof of the underground It
structure (dSj
•
Forth SW401Sand Filter Rev 3 Parts 1 and 11 Protect Design Summary Page 1 of 3

Pertnd Number
(to bep vl&d by DWQ)
Sedimentation Basin
OK Meets mim num but may deed to be increased to
Surface area of sedimentation basin (A,) 590 00 f? contain the required volume if ertar under Storage
Notion section
and Filter
OK Meets mmmum but may need to be increased to
Surface area of sand filter (Ar) i in 00 ft2 contain the required volume d error under Storage
Volume section
Depth of the sand media filter bed (dr) 150 ft
Coefficient of pemneadldy for the sand fitter (k) 3 50 (ftfday)
Time to dram the sand filler (t) 30 00 hoes OK Submit drainage calculations
Time to dam the sand filter (q 125 days
Additional Information
Does volume in excess of the design volume bypass the sand fitterl
y Y or N
OK
Is an off-line flow splithng device used?
y Y or N
OK
Does volume in excess of the design volume flow evenly distributed through a
Y N
OK
vegetated filter?
y or
What is the length of the vegetated fiifen
50 00 ft
Does the design use a level spreader to evenly disfibrte flow?
y Y or N
OK
Is the BMP located at least 30ft from surface vaters (50ft it SA vaters)7
y Y or N
OK
Is the BMP located at least 100ft from refer supply wells?
y Y or N
OK
Are the vegetated side dopes equal to or less than 31
y Y or N
OK
Is the BMP located in a recorded drainage easement with a recorded access
Y N
OK
easement to a public Right of Way (ROW)?
y or
What is the width of the sedmentatlon cliarrthedfaebay (WSJ?
6 00 it
OK
What is the depth of sand over the outlet ppe?
100 it
OK
•
Figure 1 Open Sand Flier
11
Sa Juua urih a timJ Frlirl
In I1 L nubcr
nor -nn0
Tu �itv C ol Ce r m d I iL_h « der T ddl
Forth SW401Sand Filler -Rev 3 Parts 1 and 0 Project Design Summary Page 2 of 3

q(
Permit Number S% p 0YO (2l
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party
Project name First Baptist Church of Swansboro
BMP drainage area number
Print name Charles Sheldon
Title Chairman of the Board of Trustees
Address 614 West Corbett Avenue, Swansboro , NC 28584
Phon
Sign<
Note lice legally responsible party should not be a homeowners association unless more than 50°/u of
the lots have been sold and a resident of the subdivision has been named the president
I, �Z elu erT W NQ o B , a Notary Public for the State of
�ffTh OWol-i NA- , County of GA 4 LzLv , do hereby certify that
Ci3ke-i_G5 SNtC ) ti personally appeared before me this
day of _\y✓t e , 20C& , and acknowledge the due execution of the
forgoing sand filter maintenance requirements Witness my hand and official seal,
�pT,AR)_
PUBOC'
SEAL
My commission expires 2 A , d0 i
Form SW401-Sand Filter O&M -Rev 3
Page 3 of

• Jill 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 protect 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
t y LE "J 1 Plans (1"- 50' or larger) of the enbre site showing
1 — - Design at ultimate build -out
- Off site drainage (if applicable)
- Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable)
- High flow bypass system
- Maintenance access,
- Proposed drainage easement and public right of way (ROM, and
- Boundaries of drainage easement
y GE ?! 2 Plan details (t" = 39 or larger) for the level spreader showing
l - Forebay (0 applicable),
High flow bypass system,
• - One foot topo lines between the level lip and top of stream bank
- Proposed drainage easement and
- Design at ultimate build -out
•
13 Section view of the level spreader (1" = 20' or larger) showing
f !/ Underdram system (d applicable),
Level lip,
Upslope channel and
Downslope filter fabric
►J� 4 A date -stamped photograph of the filter strip that Beady shows the type of vegetation that is present
Aw.&.Te B6 sopc60 wjn4 tlylrrPEOG
5 A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized
6 The supporting calculations
I 7 A copy of the signed and notarized operation and maintenance (O&M) agreement
N� 8 A copy of the deed restrictions (if required) iJ&rpCWUIRVC
Form SW401-Level Spreader Filter Strip Restored Riparian Buffer Rev 5 Part III page 1 of 1

� A-
• 1111 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 protect Initial in the space provided to
Indicate the following design requirements have been met If the applicant has designated an agent the agent may Imbal below lt a
requirement has not been met, attach justification
Page/ Plan
Initials Sheet No
/y S i 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),
- Forebay (d applicable)
High flow bypass system
Maintenance access
Proposed drainage easement and public right of way (ROW) and
- Boundaries of drainage easement
2 Plan details (1' = 30 or larger) for the level spreader showing
- Forebay (it applicable)
- High flow bypass system
• - One foot topo lines between the level tip and top of stream bank
- Proposed drainage easement and
Design at ultimate build -out
•
jar 65' If 3 Section view of the level spreader (1' = 20' or larger) showing
t - Underdmin system (if applicable)
- Level lip
- Upslope channel and
- Downslope filter fabric
4 A date -stamped photograph of the filter ;sa� tlhat�e dy shows the type of vegetation that is present
A0 6a To 06 Sovmp tj GQ kftpraoE
5 A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized
6 The supporting calculations
7 A copy of the signed and notarized operation and maintenance (0&h� agreement
ter. A- 8 A copy of the deed restrictions (if required) 44- fZewlliceq
Form SW401 Level Spreader Filter Stnp Restored Rryanan Buffer Rev 5
a1
Part III page 1 of 1

- AL-01-200B TUE 12:32 PM NODENR FAX NO 9103502004 P 07
State Stormwater Management Systems
Permit No SW8 080615
First Baptist Church of Swansboro
Stormwater Permit No SW8 080615
Onslow County
Designer's Certification
I, j V m C. RE.Uoilt- as a duly registered P. E.
in the State of North Carolina, having been authorized to observe enodical— I % weekly/
full time) the construction of the project,
for �j—" '9iRI1' git.1W 4SWAe4t. (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
Signature
Registration Number
Date S- LBAN
RECEIVED
MAY 2 3 2011
BY
SEAL
SEAL i
26959
"�NGINEO-
q C RAJ
Page 6 of 7

AJL-01-2008 TUE 12-32 PM NCDENR FAX NO 9103502004 P 08
State Stormwater Management Systems
Permit No SW8 080615
Certification Requirements
1 The drainage area to the system contains approximat* 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 bypass structure elevations are per the approved plan
6 The bypass structure is located per the approved plans
7 A Trash Rack is provided on the outlet/bypass structure
/8 All slopes are grassed with permanent vegetation
�9 Vegetated slopes are no steeper than 3 1
✓10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
—11 The permitted amounts of surface area and/or volume have been
provided
--12 All required design depths are provided
13 All required parts of the system are provided
�--14 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Onslow, County Building Inspections
Y
MM 2 3 2011
Page 7 of 7