SW8080607_CURRENT PERMIT_20210910

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO I SW8 090l901
DOC TYPE I S CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE I U 21 0 °I 10
YYYYMMDD

ROY COOPER
Governor
ELIZABETH S BISER
Secretary
BRIAN WRENN
Dulctor
September 10, 2021
NORTH CAROLINA
EmWnmenfal Quality
St James Fire Department, Inc
Ann James Board, Vice President
3628 St James Drive
St James, NC 28461
Subject Permit Renewal
State Stormwater Management Permit No SW8 080607
St James Fire Station
Brunswick County
Dear Mr Board
Effective August 1, 2013 the State Stormwater program has been transferred from the Division of Water Quality
(DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR) All previous references to DWQ will
remain in older stormwater permits issued prior to August 1, 2013 until they are modified Please note that this permit
will now reference DEMLR as the Division responsible for issuance of the permit
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal Application for
the subject project on September 3, 2021 The Division is hereby notifymg you that permit SW8 080607 has been
renewed on September 10, 2021, and shall be effective until December 12, 2028 For your records, please find
enclosed a renewed, updated, and re-Lssued permit and a copy of the renewal application As requested, a copy of the
current operation and maintenance agreement is enclosed Please keep this permit on file at all tunes Please note that
the renewed, updated, and re -issued permit does not Impose new or different terms, it merely restates some of the
previous terms to provide you with a better understanding of your obligations under the permit
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with the
terms and conditions of this state stormwater permit The plans originally approved on July 2, 2008 and most recently
modified on July 20, 2009, will remain in full force and effect in accordance with the regulations set forth in Title I SA
NCAC 2H 1000
This permit is subject to the conditions and limitations as specified therein Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changes of ownership, transferring the permit, and renewing the pernut Failure to establish
an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions,
to transfer the permit, or to renew the permit, will result in future compliance problems
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the tight to request an
adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH) The wntten
petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the OAH within
thirty (30) days of receipt of this permit You should contact the OAH with all questions regarding the filing fee (if a
filing fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or
via telephone at 919-431-3000, or visit their website at www NCOAH com Unless such demands are made this permit
shall be final and binding
If you have any questions, need additional copies of the permit or approved plans, please contact Ashley Smith in the
Wilmington Regional Office, at [phone] or ashleym smith@ncdenr gov
Sincerely, rj n
,;;; Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
D 0 --CM
North Carolina Department of Emnronmental Quality 1 Division of Energy Mineral and Land Resources
Wilmington Regional office 1 127 Cardinal Drive Extension I Wilmington North Carolina 28405
scam cwa�nn
9107967215

State Stormwater Permit No SW8 080607
Page 2 of 2
Enclosures
DES/ams
cc
O&M Agreement
Attachment C — Permitting History
Renewal Application Documents
\\\Stormwater\Permas & Progects\2008\080607 HD\2021 09 permit 080607
NCDEQ-DEMLR Wilmington Regional Office
North Carohna Department of Environmental Quality I Division of Energy Mineral and Land Resources
Wllmmgton Regional Office 1 127 Cardinal Drive Extension I Wilmington North Carolina 28405
9107967215

State Stormwater Management Systems
Permit No SW8 080607
r_11111III =KolahN[Q:ir:11y_1:z.]11111lar_1
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
I:ILei: III =1.F9re7.7:kTJ:111.79,',I:4,ItI
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
St James Fire Department, Inc
St James Fire Station
3628 St James Drive SE, Southport, Brunswick County
FOR THE
construction, operation and maintenance of two infiltration basin(s) in compliance with the provisions
of Session Law 2006-246 and 15A NCAC 2H 1000 (hereafter referred to as the "stormwater rules')
and the approved stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Energy. Mineral and Land Resources (the
"Division" or "DEMLR") and considered an enforceable part of this permit
This permit shall be effective from the date of issuance until December 12, 2028, and shall be subject
to the following specified conditions and limitations
I DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data
2 This stormwater system has been approved for the management of stormwater runoff as
described in Section 18 on page 2 of this permit The stormwater controls have been designed
to handle the runoff from a total of 68,324 square feet of impervious area Infiltration basins 1
and 2 have been designed to handle 14,208 and 54,116 square feet of impervious area,
respectively
3 Infiltration basin 2 must be operated with a 30 foot vegetated filter
The tract will be limited to the amount of built -upon area indicated in Section 18 on page 2 of
this permit, and as shown on the approved plans
All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements The final plats for the project will be recorded showing all such
required easements, in accordance with the approved plans
The runoff from all built -upon area within the permitted drainage area of this project must be
directed into the permitted stormwater control system
Page 1 of 5

State Stormwater Management Systems
Permit No SW8 080607
The built -upon areas associated with this protect shall be located at least 30 feet landward of
all perennial and intermittent surface waters
The following design criteria have been permitted for the infiltration basin and must be
provided and maintained at design condition
Basin 1
Basin 2
a Drainage Area acres
056
235
Onsite, ft2
24,490
102,491
Offsde,ft2
none
none
b Total Impervious Surfaces, ft2
14,208
54,116
c Design Storm, inches
30
1 5
d Basin Depth, ft
40
1 75
e Bottom Elevation, FMSL
260
2475
f Bottom Surface Area, ft2
251
3 404
Bypass Weir Elevation, FMSL
300
265
h Permitted Storage Volume, ft3
3,515
7,185
1 Type of Soil
Fine Sand
Fine Sand
Expected Infiltration Rate, in/hr
100
100
k Seasonal High Water Table, FMSL
235
220
I Time to Draw Down, days
070
010
m Receiving Stream/River Basin
Beaverdam Creek / Cape Fear
n Stream Index Number
18-88-9-1- 0 5
o Classification of Water Body
SC, Sw, HOW
II SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface
During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately
The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at the design condition The approved Operation
and Maintenance Plan must be followed in its entirety and maintenance must occur at the
scheduled intervals including, but not limited to
Semiannual scheduled inspections (every 6 months)
Sediment removal
Mowing and revegetation of slopes and the vegetated filter
Immediate repair of eroded areas
Maintenance of all slopes in accordance with approved plans and specifications
Debris removal and unclogging of bypass structure infiltration media, flow spreader,
catch basins, piping and vegetated filter
A clear access path to the bypass structure must be available at all times
Records of maintenance activities must be kept for each permitted BMP The reports will
indicate the date, activity, name of person performing the work and what actions were taken
The permittee shall submit to the Division an annual summary report of the maintenance and
inspection records for each BMP The report shall summarize the inspection dates, results of
the inspections, and the maintenance work performed at each inspection
The facilities shall be constructed, operated and maintained in accordance with the provisions
of this permit, the approved plans and specifications, and the supporting documents attached
to this permit and on file with the Division
Page 2 of 5

State Stormwater Management Systems
Permit No SW8 080607
7 If the stormwater system was used as an Erosion Control device, it must be restored to design
condition prior to operation as a stormwater treatment device, and prior to occupancy of the
facility
8 Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, a certification must be received from an appropriate
designer for the system installed certifying that the permitted facility has been installed in
accordance with this permit the approved plans and specifications, and other supporting
documentation Any deviations from the approved plans and specifications must be noted on
the Certification A modification may be required for those deviations
9 Access to the stormwater facilities shall be maintained via appropriate easements at all times
10 The Director may notify the permittee when the permitted site does not meet one or more of
the minimum requirements of the permit Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director for modifying the site to meet
minimum requirements The permittee shall provide copies of revised plans and certification in
writing to the Director that the changes have been made
11 No person or entity, including the permittee, shall alter any component shown in the approved
plans and specifications Prior to the construction of any modification to the approved plans,
the permittee shall submit to the Director, and shall have received approval for modified plans,
specifications, and calculations including, but not limited to, those listed below For changes to
the project or SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ regional
office upon completion of the modification
a Any modification to the approved plans and specifications, regardless of size including
the SCM(s), BUA, details, etc
b Redesign or addition to the approved amount of BUA or to the drainage area
c Further development, subdivision, acquisition, lease or sale of any, all or part of the
project and/or property area as reported in the approved plans and specifications
d Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan
e The construction of any allocated future BUA
f The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included in
the approved plans and specifications
g Other modifications as determined by the Director
12 Prior to transfer of the permit, a file review and site inspection will be conducted by Division
personnel to ensure the permit conditions have been met and that the protect and the on -site
stormwater system complies with the permit conditions Any items not in compliance must be
repaired, replaced restored, or resolved prior to the transfer Records of maintenance activities
performed to date may be requested
III GENERAL CONDITIONS
Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the requirements of the stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21
The issuance of this permit does not preclude the permittee from complying with and obtaining
any other permits or approvals that are required for this development to take place, as
required by any statutes, rules, regulations, or ordinances, which may be imposed by any
other Local, State or Federal government agency having jurisdiction Any activities undertaken
at this site that cause a water quality violation or undertaken prior to receipt of the necessary
permits or approvals to do so are considered violations of NCGS 143-215 1, and subject to
enforcement procedures pursuant to NCGS 143-215 6
Page 3 of 5

State Stormwater Management Systems
Permit No SW8 080607
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
Permit Transfer This permit is not transferable to any person or entity except after notice to
and approval by the Director The permittee shall submit a completed and signed "Permit
Transfer Application Form" (available on the Division website) accompanied by the required
fee and supporting documentation as listed on the form, to the Division at least 60 days prior
to any one or more of the following events
The sale or conveyance of the project area in whole or in part, except in the case of an
individual lot sale that is made subject to the recorded deed restrictions and protective
covenants,
Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05 or
NCGS 57D-6-07 and 08,
Bankruptcy,
Foreclosure, subject to the requirements of Session Law 2013-121,
Current Permittee Name or Address Changes The permittee shall submit a completed
"Permit Information Update Application Form" (available on the Division website) to the
Division within 30 days to making any one or more of the following changes
A name change of the current permittee,
A name change of the protect,
A mailing address change of the permittee,
The permittee is responsible for compliance with all terms and conditions of this permit until
the Division approves the transfer request Neither the sale of the protect, in whole or in part,
nor the conveyance of common area to a third party constitutes an approved transfer of the
permit
The permittee grants Division Staff permission to enter the property during normal business
hours to inspect all components of the permitted protect
The permit issued shall continue in force and effect until the permittee files a request with the
Division for a permit modification, transfer, renewal, or rescission, however, these actions do
not stay any permit conditions
Approved plans, application documents, supplements, calculations, operation and
maintenance agreement, and specifications for this protect are incorporated by reference and
are enforceable parts of the permit A copy of this permit, application, supplements, operation
and maintenance agreement, and approved plans and specifications shall be maintained on
file by the permittee
10 Unless specified elsewhere, permanent seeding requirements for the on -site stormwater
system must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual
11 The issuance of this permit does not prohibit the Director from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit for cause as allowed by the
laws, rules, and regulations contained in Title 15A NCAC 2H 1000 and NCGS 143-215 1 et al
12 A permit renewal request must be submitted at least 180 days prior to the expiration date of
this permit The renewal request must include the appropriate application, documentation and
the processing fee as outlined in Title 15A NCAC 02H 1045(3)
Page 4 of 5

State Stormwater Management Systems
Permit No SW8 080607
Permit renewed, updated, and reissued this the 10th day of September 2021
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
rT�J�
t n'an Wrenn, Uirector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C - Permitting History
St James Fire Station
Permit No SW8080607
Approval
Date
Permit
Action
BIMS
Version
Description of the Changes
7/2/2008
Original
Approval
10
7/20/2009
Modification
I I
Deepening Basin 1 by 1 foot,
Basin 2 provies more storage,
Revised calculations and
plans
9/10/2021
Renewal
20

E
Permit Number✓ WU DU AW
(to be provided by DWQ
Drainage Area Number _ 9t I_
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP This maintenance record will be kept in a
log in a known set location Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP
Important maintenance procedures
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks)
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation
— The vegetation in and around the basin will be maintained at a height of
approximately six inches
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every stone event greater than 10 inches (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 shallbe 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 perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
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 apphcabon
The inlet device pipe or
The pipe is clogged (if
Unclog the pipe Dispose of the
swale
applicable)
sediment off -site
The pipe is cracked or
Replace the pipe
otherwise damaged (if
applicable)
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable)
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion
1ZtJiee'YV -
JUN 0 4 2009
Form SW401-Infiltration Basin O&M -Rev 3 BY
Page 1 of 3

t
BMP element
The forebay
main treatment area
The outlet device
receiving water
Potential problem
Sediment has accumulated
and reduced the depth to 75%
of the original design depth
Erosion has occurred or
riprap is displaced
are present
A visible layer of
has accumulated
Water is standing more than
5 days after a storm event
Weeds and noxious plants are
growing in the main
treatment area
Shrubs or trees have started
to grow on the embankment
An annual inspection by an
appropriate professional
shows that the embankment
needs repair
Clogging has occurred
The outlet device is damagec
Erosion or other signs of
damage have occurred at the
outlet
How I will remediate the problem
Search for the source of the
sediment and remedy the problem if
possible Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP
Vroviae aaoitionat erosion
protechon such as reinforced turf
matting or riprap if needed to
prevent future erosion problems
Remove the weeds, preferably by
hand If pesticides are used, wipe
them on the plants rather than
5earcti for me source of the
sediment and remedy the problem if
possible Remove the sediment and
dispose of it in a locahon where it
will not cause impacts to streams or
the BMP Replace any media that
was removed in the process
Revegetate disturbed areas
Replace the top few inches of filter
media and see if this corrects the
standing water problem If so,
revegetate immediately If not,
consult an appropriate professional
for a more extensive repair
Remove the plants by hand or by
wiping them with pesticide (do not
Remove shrubs or trees
Make all needed repairs
Clean out the outlet device Dispose
of the sediment off -site
Repair or replace the outlet device
Contact the NC Division of Water
Quality 401 Oversight Unit at 919-
733-1786
Form SW401-Infiltration Basin O&M -Rev 3
Page 2 of 3

Permit Number
(Io bG pi m irh d b), D I PQ)
I ae6no\Nlcdge and agrc_L b\ ms signatine below that 1 am rcsponsihle for the
pufonn.utcL of the ntantenanee procedures hSted aho%-L I agleC to 110111\ DWQ of any
ptubluns H Ih dIL system or prior to any changes to the system or responsible p.uiy
Pi(yet r name St lames fire Station
6J IP th urnagC ar ea number
Pint name WOOLIVClool.ic
I Ile President St I Ines 1 ire Dcpattncnt Inc
Address 3628 St J.111ILS Druz SE Southport NC, 28461
Phon
Sign,
D Ic
NOtc 1 he ILg ills wsponsilik parts Should nol hL It 11011]La\%nLrs assnu Irian unlLss mort Ili nt 10% of
tli� lots Inse been sold and a msidun of the albdn isnm h Is bun n unid IhL prLsiduu
I �I1J3Lj E,) t1 �7 (}Q[�f�Q� ��_ a Not.u) Public for the ~talc Of
�pY>n_�foI1N0L County of L& do IlLreby certify that
_Wc2d—y � �'he, person.dly appeared bLlorc ntL this-2A1&
daq of Q cbce_ and 11.knowledge the due c\cLWIon of the
IorgoI ttion basin manttuiancc requuuncnis Witness nth haul and offk.tal seal
vrria;we �r�L
aA Notary Public Northm
OSANN
County of Bruruw
JA CAMPA ELiLO
SEAL
\ly lUI7n7rSsi011 cypires-a—"Qk
I orm S W,101 Infllir mon R Ism Okj%f RLv 3
PaLL 3 01 3

PermitNumber 51,�kaxe.�oa7
(to be provided by DWQ)
Drainage Area Number 7-0 1
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP This maintenance record will be kept in a
log in a known set location Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP
Important maintenance procedures
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks)
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation
— The vegetation in and around the basin will be maintained at a height of
approximately six inches
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 10 inches (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 BMP
Trash/debris is present
Remove the trash/debris
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
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
The inlet device pipe or
The pipe is clogged (if
Unclog the pipe Dispose of the
swale
applicable)
sediment off -site
The pipe is cracked or
Replace the pipe
otherwise damaged (if
applicable)
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable)
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion
Form SW401-Infiltration Basin O&M -Rev 3
Page 1 of 3

BMP element
Potential problem
How I will remediate the problem
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth
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 or
Provide additional erosion
riprap is displaced
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 pesticides are used, wipe
them on the plants rather than
Brain
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated
sediment and remedy the problem if
possible Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP Replace any media that
was removed in the process
Revegetate disturbed areas
immediate)
Water is standing more than
Replace the top few inches of filter
5 days after a storm event
media and see if this corrects the
standing water problem If so,
revegetate immediately If not,
consult an appropriate professional
for a more extensive repair
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area
spray)
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment
immediate]
An annual inspection by an
Make all needed repairs
appropriate professional
shows that the embankment
needs repair
The outlet device
Clogging has occurred
Clean out the outlet device Dispose
of the sediment off -site
The outlet device is damaged
Repair or replace the outlet device
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet
733-1786
Form SW401-Infiltration Basin O&M -Rev 3
Page 2 of 3

KnnnNumbil Sly-3�6CS�SUrecs�
flub, pu11dnllq 0HQ)
at l.ntnvICdIX and .WrLe by my signature below that I am nsponslble for the
perlurmanu of th1. malntenanre proudures listed above I .1_rCL to nolliv DWQ of .mV
problem t, ith Iht ,v,tem or pnol to env e.hangcs to tht, st stun or r0,ponslble parry
Pln/v(t name St I line, IlrL S1.111011
Bd/Pihamafft (licit III(Mbu DwI11a$L A1ea I
Print nano
1111%. PR,IdLot tit I.um, Fire Department Inc
Address :625 St lane, Drive SE Southport NC 28461
Phone (t) lit) 253 - 9t)')tl
tilgn.111111. uo
Date (o /3 / Og
\Olt, I h1 1lgalh lisponslbll parlt should nut b1 a hunumtntr, IS,IR A1011 unlL„ nlon lh-Io 50'1'. of
1111 lot, ha%L bwi sold and i RSItl.111 ul the wildn Lion has Kul n mad the pl.sula nl
a Nolan' PLIWI(. fol 111L State Of
MGc_ C 0 k I I I I V of _ �( y�C� du I]LrLby urt)[V th.1t2
personally dppcar�d before me thls�.lrk
day of F a�-6— and ail port lulge the due cyccunon of the
roIgoI , m llti., basin m.nntcname reyuln nn 1Is WunesS my hand and olimal seal
SC 1L
htvlonnnlsshml.spn�S_�a 8-ao� �
I . Q.U.11I,,I-- .1--1.11. U_ 1 ---Q-11

Permit Number
(to be provided by DWQ)
Drainage Area Number �Z94
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 mamtenance 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 dramage 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 hme 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 m 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 splrtter device is
Unclog the conveyance and dispose
(if applicable)
clogged
of any sediment off -site
The flow splrtter device is
Make any necessary repairs or
damaged
replace if damage is too large for
repair
JUN 0 4 2009
M
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M -Rev 3 Page 1 of 3

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 soil and/or
Regrade the soil 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 line 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

Knnn Numblr
(ra ba proiidi d bir Ull'Q)
I ac6noNvkdgc and igr�e by mV sign tture below that [ mi responsible for the
performanu of the, mamILIMI .e procedures Itstcd ahosc I agice to notify DWQ of and
ptohlcnn cs dh thL wstem or pi tot to anV changcS to the System or responsibly party
Pio/ect nume St lames 1 ire Station
13,111' di c magc of ea numbs i
Iliintname Woody Clookie
I HIL Prt SidCot, St lanuS 1 ire St.mon htL
Adclress 1628 St Jdmc. Dri%L SC Southport NC 28461
Phone
Signatt
Uatc
Idols I he Icgall} rLsponsible part) should not be a homLo%%nei1 dssuu mon unless moiL than 5000 oI
the lots hasp h«n sold and a rLsidLnt of the subdn ision h is bun n micd tht president
a Molar} Public, for thL Stag of
IstjardIlJ_Q_, County of wi.Ch do hereb} LertdN that
-V personallc ippearcd before me this2Nct
dds of-TNW 0009_ and ac6nowledg� the due e'scunion of the
forgoing filter strip riparian buffer and/or IL%'el epreader maintenance, requirorients
NinnesS niy hand and ollival seal
C,o
�+ Notary Public WL SE!
County of 6sNort�
szzas�`JOSANN A CAMPn
SLAI
NI, t.omn,i„n,ne.pneS /a-8 aoi/
I orm SWU401-1 ciel SprLadcr I dtcr Smp RLaIoRd Ripdridn IiullLr O&NI-Rev : 11dge 3 of i

Permit Number 5Le$�C3�QC�U�
(to be provided by DWQ)
Drainage Area Number
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 mamtenance 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 any sediment off -site
The flow splitter device is
Make any necessary repairs or
damaged
replace if damage is too large for
repair
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M -Rev 3 Page 1 of 3

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 sod 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 sod 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 rrpap 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 soil 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 ferhlizer 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 applicabon
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 peshcide 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 S WU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M -Rev 3 Page 2 of 3

PervIIII \unlbir _StAtnQy0_
(w be pnn id, d hi DII (1)
ac 6no%%Icdgc and agree by nry signature blow that I am responsible for thl,
performance of the mdintenalllC procedure~ fisted .Ibove I agree to nouly D\\,Q of .Inv
ploblenls wrth the ,vstem or prior to Inv ch.ngcS to the ,\ stem or responsible party
Pia/eel name St lames fire Station
B %1P th onmgc tot a rranrhu Drainage Arca 2
Print name \Moody elookle
I Ilk Piesident St Lune, Ilrc Dcnartment, Inc
Address 3023 St lame, Drive SI-, Southport, NC 28401
Phone
Signature "-0
A)
Date (0/3/© 9
Nolc I he Icg Ih rctpumIII lc part\ tihnuld nui be I Iiori m mrc ISSm1 Ition mlILS% morl th III WA of
the hm haN c hc.n �ntd Ind a rnadun of Ilu Subdi%Icon ha% bicn nanud the prc.idutt
I Notary PuMle for the State of
'`C\ `-OAJ f LO ,_ Lounh' of bum(�do hereby cu1lfv Ihat
perwrially appeared bctorc me tlwi &CL
day o�ICC aOC)Fand achnoa Icdge the due c\ccuuon of the
foigom`, tiller strip riparian buffer and/or Icvcl spreader mantutance reyuiremutts
Witness Inv hand and Offival seal
„ a cam, ¢°
SFAI
NIv crnnmlSSlon c\pirc, Ja-O
I ,r...,Wl I1111_I IC,-. I.I h.�— -U , 11,-.--II II-n. I111 - ,-_1-r•

Permit Number
(to be provided by DWQ)
Drainage Area Number 707
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP This maintenance record will be kept in a
log m 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
infiltration basin
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks)
— No portion of the infiltration basm will be fertilized after the i unal fertilization
that is required to establish the vegetation
— The vegetation in and around the basm will be maintained at a height of
approximately six mches
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 10 inches (or 15 inches if in a Coastal
County) Records of operation and mamtenance will be kept m 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
AMP element
Potential problem
How I will remediate the problem
The entire BMP
Trash/debris is present
Remove the trash/debris
The penmeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration 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 -tune fertilizer apphcat3on
The inlet device pipe or
The pipe is clogged (if
Unclog the pipe Dispose of the
swale
applicable)
sediment off -site
The pipe is cracked or
Replace the pipe
otherwise damaged (if
applicable)
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable)
smooth it over and provide erosion
control devices such as reinforced
turf matting or nprap to avoid
future problems with erosion
JUN 0 4 2009
Form SW401-Infiltration Basin O&M -Rev 3 BY Page 1 of 3

BMP element
Potential problem
How I will remediate the problem
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth
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 or
Provide additional erosion
riprap is displaced
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 pesticides are used, wipe
them on the plants rather than
spraying
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated
sediment and remedy the problem if
possible Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP Replace any media that
was removed in the process
Revegetate disturbed areas
immediate)
Water is standing more than
Replace the top few inches of filter
5 days after a storm event
media and see if this corrects the
standing water problem If so,
revegetate immediately If not,
consult an appropriate professional
for a more extensive repair
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area
spray)
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment
immediate)
An annual inspection by an
Make all needed repairs
appropriate professional
shows that the embankment
needs repair
The outlet device
Cloggmg 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 NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet
733-1786
Form SW401-Infiltration Basin O&M -Rev 3 Page 2 of 3

Penns NumbLr
(lobepunidrdbt DIVQ)
I aLknowledgt and aguL h, my ,ignature below that 1 ann 1Lspon,I1111, for thL
ptrIormanLL of lilt nnamtui.mLc procedures h,ted -ibovL I agrtt to nottly D%VQ of any
probll_ms with tilt ,ystem of pi for to anv changes to the system or re,pon,ible party
PfuleLI nume St fames 1 lie Station
Bit ll' di wnag( m ea numbei
Pimt name N\ood\ Clookit
I life Prtvdent St lanes I irL Departmtnt, Inc
AddrL,s 3628 SI fame, DnvL SI- Southport NC 28461
1'hon1
Siena
D it ,
MOIL 1 [it It, ills rtsponsihk pam should not bL d h0nilc0%%IILr% Isuui wan unlL mom ih In i0%lit
OIL loll IML btui sold and a rtsident of thL subdivision has KLUI n mud tilt prLNnlLul
I �O�MN (??ilrTQN 11 a Notary PUN IL for tht StatL of
NQ[ �(b�ItSa County of __&wtwLr—iz do htrLby LLrufv that
_WtTod (' I fe, pLrsonally appeared Mort file tilts aNck
d p of D2Pol and acknowledge the due ewcunon of the
forgoing infiltration basin maintenance requirements W ilnLss my hand and of filial Seal
OFFICIAL SEAL
try Notary Public North ohna
c County of Brunswic
0JOSANN A CAMPANIELLO
SL'Al,
Ail LOntnli„Ills tvplrL,_/a-g doll
Form Sw401 Intihr wnn Rnsm O&M RLL i Pane 3 of 3

Permn Number 5LA5�0Fgc3
(to be provided by DWQ)
Drainage Area Number ?cZ
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP This maintenance record will be kept in a
log in a known set location Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP
Important maintenance procedures
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks)
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation
— The vegetation in and around the basin will be maintained at a height of
approximately six inches
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 10 inches (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 BMP
Trash/debris is present
Remove the trash/debris
The perimeter of the
Areas of bare sod and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed
remove the gully, and then plant a
ground cover and water until it is
established Provide time and a
one-time fertilizer application
The inlet device pipe or
The pipe is clogged (if
Unclog the pipe Dispose of the
swale
applicable)
sediment off -site
The pipe is cracked or
Replace the pipe
otherwise damaged (if
applicable)
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable)
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion
Form SW401-Infiltration Basin O&M -Rev 3 Page 1 of 3

BMP element
Potential problem
How I will remediate the problem
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth
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 or
Provide additional erosion
riprap is displaced
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 pesticides are used, wipe
them on the plants rather than
spraying
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated
sediment and remedy the problem if
possible Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP Replace any media that
was removed in the process
Revegetate disturbed areas
immediately
Water is standing more than
Replace the top few inches of filter
5 days after a storm event
media and see if this corrects the
standing water problem If so,
revegetate immediately If not,
consult an appropriate professional
for a more extensive repair
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area
spray)
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment
immediately
An annual mspechon by an
Make all needed repairs
appropriate professional
shows that the embankment
needs repair
The outlet device
Clogging has occurred
Clean out the outlet device Dispose
of the sediment off -site
The outlet device is damaged
Repair or replace the outlet device
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet
733-1786
Form SW401-Infiltration Basin O&M -Rev 3
Page 2 of 3

I'I rmt Numbtr S,LO
(to h, prot rd(d M DII'O)
I dchno\\ ILd�111. and .teree by my vgnauurt. below that I .tilt rupon,lhle for the
performance of IIIL m.unten.mce procuitres hstal .Ibo%e I .wrcc to notih' DWQ of .tin
problem, with the Systu» or prior to anv changes to the system or responsible pam'
MO)t r f MMIC St lame, Fin Station
BdN'rbat eli"( alta ttumhO Dlama'sc Ama 2
Print n.u»c Woody CIooLIe
I tic President tit I tines I'm Dc»artmcnt, Inc
Addre„ !02S St 1 n»e, Drne SL Southport, NC 28461
Phone (1)10)
253 - 9991)
St_m ItUIC
%.—� :t
nails (o
/3 / o
\tilt. I fit Ill"al I% Itsponablt park should not ht a 110111t UN n,r, ae,uuation it tilt ss mutt than 50%. uI
tht lots hat t httn .old and a It11dJn ul Ilk cutxht tvun h IS bttn nanxd the prt+utent
OJ a \olary Public for the State of
Count' of _&Wmk t -Lck— do hereby' eertily that
personally .q,pcarLd before me this Se,
day of .md acltnowledge the due esu.ution of the
lorgomg Infiltration hasin m.untLmince reyulrenuniS \1 uncS, my hand and of ficial ,cal
SI-AI
�,y cotm»n,ton sywes_�a � an
C`pnmh (L Qm(tirv:Yti
I. 1 'r'

DEMLR USE ONLY
Date R ry d
Fee Paid
Permit Number
3
l 05 "
Sw a & o
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H 1045(3), the current permit holder shall renew their high density permit 180 days
poor to its expiration Renewed permits are valid for a period 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 SW8 080607
2 Project name St James Fire Station
3 Project street address 3628 St James Dr
City St James County Brunswick ZIP
28461
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 hti //deg nc gov/about/divisions/energy-
mineral-land-resources/energy-mineral-land-rules/stormwater-prog ram/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 Holders Company Name/Organization St James Fire Department, Inc
2 Signing Official's Name James Board
3 Signing Official's Title Vice President
4 Malting Address 3628 St James Dr
City St James State INC ZIP 28461
5 Street Address 3628 St James Dr
City St James State NC ZIP 28461
6 Phone [phone] Email slfd(cDatmc net
t u
r—de�0 W
SEP 0 3 2021 tl j
BY
Stormwater Permit Renewal Form Page 1 of 3 May 11 2018

C SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORIM Only applications packages that
include 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 Limped Liability Company (LLC) — a manager or company official as those terms are defined
In G S 57D "North Carolina Limited Liability Company Act,"
c Public Entity — a principal executive officer, ranking official, or other duly authorized employee,
d Partnership or limited partnership — the general partner,
e Sole proprietor, or
f Letter of authorization signed by one of the signatories noted In a — e above authorizing the
signature of another entity
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
�J ❑ I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit, or
I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me I agree to keep this on file with the permit
5 D signer Certifications Please select one
A copy of the certification(s) confirming that the project was built In accordance with the
approved plans have been previously provided to the Division, or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed, or
❑ The project has not yet been built
l�["0 111 6 [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
(f 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
lhY l 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
SEP 0 3 2021
BY_
Stormwater Permit Renewal Application Form Page 2 of 3 May 11 2018

D PERMITTEE'S CERTIFICATION
a-vYi eS (�;. 51arl� , 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, coffQct�V42omplete
Signature
this the ?� day of
execution of nd and official seal,
1J_
No 201831900230
Notary Public North Caroli
(Notary Sea Brunswick County
My Commission Expires
January 7 2 4
Notary Signatur
My commission expires 01 I O 1 104
Date 9/ Z / Zo 2 /
a Notary Public for the State of
do hereby certify
personally appeared before me
2o,=JJ_, and acknowledge the due
SEP 0 3
?021
Stormwater Permit Renewal Application Form Page 3 of 3 May 11 2018

{ Permit N D'
(to be provided by D D)
O?,5F W A rf.,q
NCDE/.� STORMWATER MANAGEMENT PERMIT APPLICATION FORM o
NR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out printed and submitted
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information
Fire
Contact Person
Phone Number
Date
Drainage Area Number
I11DESIG N [INFORMATION
Site Charoctenstics
Drainage area
r "2449000 '`tftr
Impervious area
I 14 208 00
-h>=
AS PER PRESUaMITTAL MCMNCT
Percent impervious
058
%
Design rainfall depth
[ 300
in Qu 5/2-7/08, NO VE57EiATED FlfM-K
Peak Flow Calculations
REOuum i r- ow STORE 31,
1 yr 24 hr rainfall depth
[ _ 406
I m
1 yr 24 fir intensity
[_ ` 554
1in/hr NOAA ATLAS -I q
Pre -development 1 yr 24 hr discharge
I 047
ft'/sec
Post development 1 yr 24 hr discharge
) 208
fte/sec
PretPost 1 yr 24 hr peak now control
161
ft'/sec
Storage Volume Non SA Waters
Minimum design volume required
37503 00 ft'
Design volume provided
ij 3 515 00
ift' OK for non SA waters
Storage Volume SAWaters
15 runoff volume
Pre development 1 yr 24 hr runoff volume
Post development 1 yr 24 hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
F ift'
I ift'
j - fine sand ----I
I , 1000 1Inthr
1 2350 I fmsl
070 Idays OK
I m 300 1 OK
- I w 2600 Ifmsl OK
(_ 3000 Rfmsl
JUN 0 4 2009
172700 Ifl'
I 3000 jfmsl
BY
(� 6000 sft
{ 3000 Ift
1 25100 -fit'
Form SW401 Infiltration Basin Rev 4 Parts I & 11 Design Summary Page 1 of 2

Permit No
(to be provided by DWQ)
Additional Information
Maximum runoff to each Inlet to the basin?
;;. u 0 g7 7 ac in
OK
Length of vegetative filter for overflow
0 00 11 ft
Filter is too short must be> 30 If
Distance to structure
az' >185, N-ft
OK P&M PRESV({MITMIL rY►E>:TINgON
Distance from surface waters
"i' >50 ft
OK S/27/08,, NO VEC7&-MTED F/41b-R REQ10
Distance from water supply well(s)>100.,-"'ft
OK SINCE SYSTEM IS D&VIC7NIM lO
Separation from impervious soil layer
>9 = A
OK TR>`�i4'1. 7T1B Fly- 3-1 OF 2uNOFp
Naturally occuring soil above shwt
217 _;ft
OK
Bottom covered with 4 in of clean sand?
s Y _Y' o-_ _ y (Y or N)
OK AS M PRESt SmI rML ►Yf -►7NC7 ON
Proposed drainage easement provided?
' Y j (Y or N)
OK L"'*� 3/Z9/O8, THIS IS 4C-C&-Pr,,%8LE
Capures all runoff at ultimate build out?
"k " N(Y or N)
Required to capture all runoff from the ultimate build out
Bypass provided for larger storms?
' Y j (Y or N)
OK
Pretreatment device provided
Form SW401 Inbfirabon Basm Rev 4 Parts I & 11 Design Summary Page 2 or 2

Permit No
(to be provided by DWD)
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
Page/ Plan
Initials
Sheet No
J C-
PVW5 1
Plans (1" - 50' or larger) of the entire site showing
5W-01
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 (ROW)
- Overflow device, and
- Boundaries of drainage easement
.l RC
PLANS 2
Partial plan (1" = 30' or larger) and details for the infiltration basin showing
S W'01
Bypass structure,
Maintenance access,
Basin bottom dimensions
Basin cross section with benchmark for sediment cleanout
Flow distribution detail for inflow,
Vegetated filter and
Pretreatment device
J 2CS
3
Section view of the infiltration basin (1" = 20' or larger) showing
Sw-OI
Pretreatment and treatment areas and
Inlet and outlet structures
.1 RC
CALLS 4
A table of elevations, areas incremental volumes & accumulated volumes to verify the volume provided
J RCS
5
A soils report that is based upon an actual field investigation, soil bonngs, and infiltration tests The
results of the soils report must be venfied in the field by DWQ, by completing & submitting the soils
investigation request form County soil maps are not an acceptable source of soils information
JG
PON 6
A construction sequence that shows how the inftlralion basin will be protected from sediment until the
SW -Ot
entire drainage area is stabilized
J fZ S_ALC5
Jf l"*�
7 The supporting calculations
8 A copy of the signed and notarized operation and maintenance (0&M) agreement
9 A copy of the deed restrictions (d required)
Form SW401 Infiltration Basin Rev 4 Page 1 of 1 Part III Required Items Checklist Page 1 of 1

Permit No S W 0()'��C*fo(37
(to be provided by DWq)
Wf wnrFc ySTORMWATER MANAGEMENT PERMIT APPLICATION FORM-
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out printed and submitted
The Required Items Checklist (Part ill) must be printed filled out and submitted along with all of the required information
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
ISt. James Fire Department Expansion
!John Beroset I
i(910) 231 8905 )
117 May 08 I
IDramage Area 1
IIyDESIG NIIN FORMATION
Site Characteristics
Drainage area
24 496 0 10 10 ft�2
Impervious area
1420800
iflp
Percent Impervious
058
%
Design rainfall depth
j 300
Im SAS PER P265()8MJT7#L R1I5-,5Tl&I60N 5�2f/08,
Peak Flow Calculations
No VH(TE7ATEO FrL)17- R&-quieEO Ir=CAN STOKE
1 24hr depth ll�OxrFPA
iin 3 0'n ciF RAINFALL
yr
F� SUBr39ITML MiMP&6 6�lz/O6
1 yr 24 hnntensity
I 236
I1n/h�' 3 90in = rl•5
Pre development 1 yr 24 hr runoff volume
1 020
1ft3/sec
Post -development l yr 24 hr runoff volume
I 086
W/sec
Pre/Post 1 yr 24 hr peak flow control
066
NI/sec
Storage Volume Non SR Waters
Minimum design volume required
350300
Ift3
Design volume provided
1 351700
Iry3 OK for non SR waters
Storage Volume SR Waters
1 yr 24 hr rainfall depth
}�
i m
Pre development 1 yr 24 hr runoff
try'
Post development 1 yr 24 hr runoff
I
tft3
Minimum volume required
ff3
Volume provided
I
Iff3
Soils Report Summary
Soil type
fine sand "
Infiltration rate
i 1000
1m/hr
SHWT elevation
I 2350
1 fmsl
Basin Design Parameters
Drawdown time
015 days OK
Basin side slopes
( 300 1 1 OK
Basin bottom elevation
( 2700 tfmsl OK
Storage elevation
i 3000 tfmsl
Storage SA
I 1 90100 'ftZ
Top elevation
I 3050 ifmsl
Basin Bottom Dimensions
Basin length
64 do —lit
Basin width
( 3000 lft
Bottom SA
1 53100 lit'
Form SW401 Infiltration Basm Rev 2 Pans I S 11 Design Summary Pagel of 2

y
Permit No S� g U '2rCx-,O-7
(to be pmvided by DWQ)
Additional Information
Total runoff volume captured by basin i
0 97
; ac in
OK
Length of vegetative filter for overflow
000
Ift
Filter
is too short must be> 30It
Distance to structure
18500
It
OK
Per /R&SUSm1TML M&W"N6 01.E
Distance from surface waters 1
> 50
I ft
OK
5/2i/Ug� 5tSTEM p551yN M 76 7il
Distance from water supply wells) i
> 100
)ft
OK
Pl RS7 �� OF RA/NFRbt INSTb79�
Separation from impervious soil layer
> 9
j ft
OK
Naturally occunng soil above shwt
417
)ft
OK
Bottom covered with 4 in of clean sand9 -
Y
? (Y or N)
OK
AS P69 PRL5DEM17ML m&Z- 1N6 ow
Proposed drainage easement provided9 !
Y
�(Y or N)
OK
9/Z3/08, -THIS 1s RCCEPM&Fr
Capures all runoff at ultimate build out?
N
! (Y or N)
Required
�/
to capture all runoff from the ultimate build out
Bypass provided for larger storms?
Y
!(YorN)
OK
hJj (c, vrrn (+t;'o.wc.� wPw1
Pretreatment device provided 1
Forebay,
CN
Form SW401 Infiltration Basin Rev 2 Paris I a 11 Design Summary Page 2 of 2

Permit No �5LZVC)gc(eo"7
(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
J RC- PLA"s
1 Plans (1" 50' or larger) of the entire site showing
Sw—ol
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 (ROW),
- Overflow device and
- Boundaries of drainage easement
JRG PLhms
2 Partial plan (1" = 30' or larger) and details for the infiltration basin showing
sw-cfl
Bypass structure
Maintenance access,
Basin bottom dimensions
Basin cross section with benchmark for sediment cleanoul
Flow distribution detail for inflow
Vegetated filter, and
Pretreatment device
Jjzc P4,%S 3 Section view of the infiltration basin (1" = 20' or larger) showing
5 w—ot Pretreatment and treatment areas and
Inlet and outlet structures
�LCRLCs 4 A table of elevations areas incremental volumes & accumulated volumes to verify the volume provided
J2G 05
5 A soils report that is based upon an actual field investigation soil bonngs and infiltration tests The
results of the soils report must be verified in the field by DWQ by completing & submitting the soils
investigation request form County soil maps are not an acceptable source of soils information
J RC PL-Rhts
6 A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized
J 2c
7 The supporting calculations
JRC —^
8 A copy of the signed and notarized operation and maintenance (0&M) agreement
1
9 A copy of the deed restrictions (if required)
Form SW401 Infiltration Basin Rev 2 Page 1 of 1 Part III Required Items Checklist Page 1 of 1

�oPWATpq `
�i�i�i `wwyyylllww;
> y
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out printed and submitted
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I
Project name
Contact name
Phone number
Dale
Drainage area number
For Level Spreaders Receiving Flow From a BMP
Type of BMP
Drawdown flow from the BMP
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak Flow from the 1 in/hr storm
Time of concentration
Rainfall intensity 10 yr storm
Peak flow from the 10 yr storm
Where Does the Level Spreader Discharge?
To a grassed bioretention cell?
To a mulched bioretention cell?
To a wetland?
To a filter strip or riparian buffer?
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
Width of dense ground cover
Width of wooded vegetation
Total width
Elevation at downslope base of level lip
Elevation at top of bank of the receiving water
Slope (from level lip to to top of bank)
Are any draws present?
Level Spreader Design
Forebay surface area
Feel of level lip needed per cfs
Answer Y' to one of the following
Length based on the 1 In/hr storm?
Length based on the 10 yr storm?
Length based on the BMP discharge rate?
Design flow
Is a bypass device provided?
Fire Staten Inc
[phone] I
IMay 29 2009 i
#2
F-102 491 —oo7 fit,
54 11600 j flz
5280 %
057
135 cfs
I 1120 min
4 63hn/hr
624 cfs
or N)
or N)
or N)
Plane wmp'ete filter SLIP charactenzadon below
OK
N) OK
r 12300 _ { sq It
13 fvcfs
N
1(Y or N)
Y
;(Y or N)
N
f (Y or N)
624
1cf5
N
I(YorN)
JUN 0 4 2009
I�
OK (SZ14ENE17H K IT W'0714)
4 bypass device is not needed
Form SW401 Level Spreader Fitler Strip Restored Riparian Buffer Rev 5 Parts I and 11 Design Summary page 1 of 2

• _ W
Length of the level lip
Are level spreaders in senes?
Bypass Channel Design (if applicable)
Does the bypass discharge through a welland9
Does the channel enter the stream at an angle
Dimensions of the channel (see diagram below)
M
B
W
Y
Peak velocity in the channel during the 10 yr storm
Channel lining material
82-00 7ft Level spreader length OK
1 N l(YorN)
i (Y Or N)
Do not complete this section of the worksheet
{ (Y or N)
Do not complete this section of the worksheet
Do not complete this section of the worksheet
{ { ft
Do not complete this section of the viorksheet
j ft
Do not complete this section of the worksheet
{ i ft
Do not comdete this section of the worksheet
{ ft
Do not complete this section of the worksheet
{cfs
Do not complete this section of the worksheet
I
Do not comdete this section of the worksheet
♦ W
M
R to £
c t
I � I
M M
1 B 1
V�
Fonn SW401 Level Spreader Fitter Strip Restored Riparian Buffer Rev 5 Parts I and 11 Design Summary page 2 of 2

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
J W— Pc.Anrs 1 Plans (1' 50' or larger) of the entire site showing
Swot - 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
J RC PLAIJi 2 Plan details (1" = 30' or larger) for the level spreader showing
Su+ of Forebay (if 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
JIeC FLAMS 3 Section view of the level spreader (1" = 20' or larger) showing
Sw Underdrain system (if applicable)
Level lip,
Upslope channel, and
Downslope filter fabric
4 A date stamped photograph of the filter strip that clearly shows the type of vegetation that is present
J(ZC _ LAIV 5 A construction sequence that shows how the level spreader will be protected from sediment until the entire
SW-01 drainage area is stabilized
JR.C. CAtCS 6 The supporting calculations
J M ✓ 7 A copy of the signed and notarized operation and maintenance (08M) agreement
—' 8 A copy of the deed restrictions (if required)
Form SW401 Level Spreader Filter Stnp Restored Ripanan Buffer Rev 5 Part III page 1 of 1

„
®TA O?pe wFrEgo�
NCDENR �� t
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out printed and submitted
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I
Project name
ISt James Fire D
Contact name
iJohn Beroset
Phone number
'[phone]
Dale
[May 17 2008
Drainage area number
IDramage Area 2
For Level Spreaders Receiving Flow From a BMP _
Type of BMP lInfiltration Basin
Drawdown flow from the BMP 1 000 I cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
10249100 ftz
Impervious surface area
1 54 11600
Iftz
Percent Impervious
5280
%
Rational C coefficient
I 057
I
Peak flow from the 1 in/hr storm
135
cfs
Time of concentration
( 1120
( min
Rainfall intensity 10 yr storm
i 463
I in1hr
Peak flow from the 10 yr storm
624
cfs
Where Does the Level Spreader Discharge?
To a grassed bioretention cello i� _ N� I(Y or N)
To a mulched bioretenton cell? ( N I (Y or N)
To a wetland? I N _ i(Y or N)
To a filter strip or riparian buffer? I Y I(Y or N) Please complete filler stnp charactenzation below
Other(specify) _ ___....�.......�,_ �.i
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass {
000
7ft
Width of dense ground cover i
3000
(ft
Width of wooded vegetation ;
000
;R
Total width i
3000
Iff
Elevation at downslope base of level lip i
25 75
Ifmsl
Elevation at top of bank of the receiving water i
2525
Ifmsl
Slope (from level lip to to top of bank)
167
% OK
Are any draws present9 I
, N
I(Y or N) olc
Level Spreader Design
Forebay surface area
��sgff
OK
Feet of level lip needed per cfs
13
ft/cfs
Answer Y' to one of the following
_ _
Length based on the 1 in/hr storm'? (�
N
j (Y or N)
Length based on the 10 yr storm'?
Y
I(Y or N)
Length based on the BMP discharge rate?
N
)(Y or N)
Design flow €
624
, 1cfs
Is a bypass device provided? I
N
I (Y or N) A bypass device is not needed
Form SW401 Level Spreader Fitter Strip Restored Riparian Buffer Rev 5 Pans I and 11 Design Summary page 1 of 2

Length of the level lip
Are level spreaders In series?
SwVYni:37
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below)
M
B
W
y
Peak velocity In the channel during the 10 yr storm
Channel lining material
M
82 00 1 ft Lcvel spreader length OK
N I(YorN)
1 (Y or N)
Do not complete this section of the warkshael
(Y or N)
Do not complete this section of the worksheet
Do not complete this section of the worksheet
i Ift
Do no complete this seclior of the toorkshoet
1 ( ft
Do not complete this section of the worksheet
I I ft
Do not complete this section of the worksheet
1 ft
Do not complete this section of the vorkshatel
• B
j cfS Do not complete this section of the worksheet
�7 Do not complete this section of the worksheet
M
Fonn SW401 Level Spreader Fitler Strip Restored Riparian Buffer Rev 5 Parts I and 11 Design Summary page 2 of 2

5wT0?l)07
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
J fLL
yl-ftr`s
1 Plans (1 50 or larger) of the entire site showing
Sw-o1
- 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 (ROW), and
Boundaries of drainage easement
J fw-
PuYtiS
2 Plan details (1" = 30' or larger) for the level spreader showing
5W-01
Forebay (if 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
J RG
fps
3 Section view of the level spreader (1" = 20' or larger) shovang
Underdrain system (if applicable)
Level lip,
Upslope channel and
Downslope filter fabric
4 A date stamped photograph of the filter strip that clearly shows the type of vegetation that is present
JQC
PL-thV5
5 A construction sequence that shows how the level spreader will be protected from sediment until the entire
SW-ol
drainage area is stabilized
JRL
Cr}Lcs
6 The supporting calculations
J IZ
—
7 A copy of the signed and notarized operation and maintenance (O&M) agreement
—
—'
8 A copy of the deed restrictions (if required)
Form SW401 Level Spreader Filter Strip Restored Riparian Buffer Rev 5 Part III page 1 of 1

Permit N9 (l (/U W
(to be Provided by DWQ)
®1/ a STORMWATER MANAGEMENT PERMIT APPLICATION FORM
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted
The Required Items Checklist (Part ill) must be printed, filled out and submitted along with all of the required information
1111PROIJECTiINFORMATION
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
4 Givi E
II $DESIGN] I N FORMATION
Site Characteristics
Drainage area 7
02 49000 Yflz
Impervious area
5411600 If?
Percent impervious
053 %
Design rainfall depth I
150 I in
Peak Flow Calculations
1 yr 24 hr rainfall depth
i yr 24 hr intensity
Pre development 1 yr 24 hr discharge
Post -development 1 yr 24 hr discharge
Pre/Post 1 yr 24 hr peak Flow control
Storage Volume Non SA Waters
Minimum design volume required
Design volume provided
Storage Volume SAWaters
15 runoff volume
Pre -development 1 yr 24 hr runoff volume
Post -development 1 yr 24 hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHAFT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
406
In E-NOAA )gTLAS- 14
526
{inthr
187
ft'/sec
812
ft'/sec
625
ft'/sec
6 729 00 Ift'
718500 Ift' OK for non SA waters
i— fine sand
1 1000 I in/hr
1 2200 ifmsl
010
Idays OK
f 300
11 OK
' 2475
fmsl OK
2650
l fmsl
4 722 00
1 fl'
2700
lfmsl
5900 !ft
5700 I ft
3 404 00 'fly
2"Li6z j-'a¢3tpy�,J�3
JUN 0 4 2009
BY
Form SW401 Inntlration Basin Rev 4
Pans I S 11 Design Summary Page 1 of 2

Pewit No
(to be provided by DWQ)
Adddional Information
Maximum runoff to each Inlet to the basin?
r 1 98
1 ac in
OK
Length of vegetative filter for overflow
j 3000
(fl
OK
Distance to structure
j >210
#ft
OK
Distance from surface waters
>50
Iff
OK
Distance from water supplywell(s)
I >100
jft
OK
Separation from impervious soil layer
>5
jft
OK
Naturally occuring soil above shwl
j 242
iff
OK
4S PER PR SUGM ITML r)7&-E lAJC7 ON
Bottom covered with 4 in of clean sand9
Y
1(Y or N)
OK
/ 5/29/08' �7Hf5 Is AccEP7FLB
Proposed drainage easement provided?
; Y
j (Y
Capures all runoff at ultimate build -out?
I N
j (Y or N)
Required to capture all runoff from the ultimate build out
Bypass provided for larger storms?
Y
j (Y or N)
OK_
Pretreatment device provided
j Swale
s
Form SW401 InfiRraton Basin Rev 4 Pans I & 11 Design Summary Page 2 of 2

Permit No
(to be provided by DWQ)
Ili 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
J Pic �� n/ 1 Plans (l" 50' or larger) of the entire site showing
Ski —ot 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 night of way (ROW)
Overflow device, and
Boundaries of drainage easement
JRC Py-ANS
2 Partial plan (1" = 30' or larger) and details for the infiltration basin showing
SW"01
Bypass structure,
Maintenance access
Basin bottom dimensions,
Basin cross section with benchmark for sediment cleanout
Flow distribution detail for inflow,
-Vegetated filter and
- Pretreatment device
sJ RC PLANS
3 Section view of the infiltration basin 0" = 20' or larger) showing
Pretreatment and treatment areas and
Inlet and outlet structures
JRC— C ALCS
4 A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided
J RC 40" 5 A soils report that is based upon an actual field investigation soil bonngs, and infiltration tests The
results of the soils report must be venfied in the field by DWQ by completing & submitting the soils
investigation request form County soil maps are not an acceptable source of soils Information
JtZG PLANS 6 A construction sequence that shows how the infitlration basin will be protected from sediment until the
SW-01 entire drainage area is stabilized
JfZC CAtCS 7 The supporting calculations
J IZC W"� 8 A copy of the signed and notarized operation and maintenance (0&M) agreement
9 A copy of the deed restrictions (if required)
Form SW401 Infiltration Basin Rev 4
Page 1 of 1 Part III Required Items Checklist Page 1 of 1

Permit No
no be Provided by DWq)
AGI+ STORMWATER MANAGEMENT PERMIT APPLICATION FORM
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted
The Required Items Checklist (Pad Ill) must be printed, filled out and submitted along with all of the required information
Project Name
;St James
Contact Person
;John Bero
Phone Number
;(910) 231
Date
117 May -OE
Drainage Area Number
[Drainage
II11DESIG NIINFORMATION
Site Characteristics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
1 yr 24 hr ftffleffdep PJAINFOU DEPPi
1 yr 24 hr Intensity
Pre development 1 yr 24 hr runoff volume
Post -development 1 yr 24 hr runoff volume
Pre/Post 1 yr 24 hr peak flow control
Storage Volume Non SR Waters
Minimum design volume required
Design volume provided
Storage Volume SRWaters
1 yr 24 hr rainfall depth
Pre -development 1 yr 24 hr runoff
Post -development l yr 24 hr runoff
Minimum volume required
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage SA
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom SA
10249100 if'
1 5411600 aft'
053 %
1 150 in
09i •
tin 3
244
in/hr
1 080
;ft'/sec
329
Ift'/sec
249
fl'ISeC
F-6 729 O i1 ff'
1 7,18900 ift'
(— jin
I I ff'
1 i fl'
ff3
f 1 ff'
W19
WAT,
g
0
,)b)n= RS Pr-R PREs0eroITT1-L. Me2'TIN4' 6/12/08
fine sand j
1 1000 n1hr
1 2200 Ifmsl
010 days
1 300
11
1 2400
I fmsl
1 2600
Ifmsl
[ 432200
Ie
2700
l fmsl
56 00 1 It
5400 1It
2 896 00 I ff2
OK for non SR waters
OK
OK
OK
Form SW401 InLbrabon Basin Rev 2 Pans I a It Design Summary Page 1 of 2

w
Permit No �1t3FsUFscxoU-2
(to be provided by DWQ)
Additional Information
Total runoff volume captured by basin
198
ac in
OK
Length of vegetative filter for overflow
3000 Ift
OK
Distance to structure
21000
Ift
OK
Distance from surface waters
I > 50
Ift
OK
Distance from water supply well(s)
I > 100
Ift
OK
Separation from impervious soil layer
; > 5
Ift
OK
Naturally occuring soil above shwt
167
Ift
OK
Bottom covered with 4 in of clean sand?
' Y
I (Y or N)
OK
R6 PER PRE-5U9MJ7T.4L M6Z7M)6 ON
Proposed drainage easement provided?
i Y
I(YorN)
OK je,�
5�24/08, 71-tis is f}CCtP179KiL.E.
Capures all runoff at ultimate build out?
l N
I (Y or N)
Required to capture all runof(from the ultimate build out
Bypass provided for larger stones?
Pretreatment device provided
! Y
I Swale
I (Y or N)
OK
Form SW401 Infiltration Basin Rev 2 Pans I & It Desgn Summary Page 2 of 2

Permit No
(to be provided by DWQ)
111 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
Page/ Plan
Initials
Sheet No
J2C
p4ANS
1 Plans (1" - 50' or larger) of the entire site showing
sw-ol
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 night of way (ROW)
Overflow device and
Boundaries of drainage easement
L[' <
PL"'S
2 Partial plan (1" = 30' or larger) and details for the infiltration basin showing
SW"ol
Bypass structure
Maintenance access,
Basin bottom dimensions
Basin cross section with benchmark for sediment cleanout
Flow distribution detail for inflow
Vegetated filter, and
- Pretreatment device
JrW-
PLAT 6
3 Section view of the infiltration basin (1" = 20' or larger) showing
SW
- Pretreatment and treatment areas, and
Inlet and outlet structures
J (W
C 4 -S
4 A table of elevations areas incremental volumes & accumulated volumes to venfy the volume provided
JKL #41 5 A soils report that is based upon an actual field investigation soil bonngs and infiltration tests The
results of the soils report must be verified in the field by DWQ by completing & submitting the soils
investigation request form County soil maps are not an acceptable source of soils information
J 2C PLRA¢ 6 A construction sequence that shows how the infiltration basin will be protected from sediment until the
$W'U1 entire drainage area is stabilized
J RL — 7 The supporting calculations
J 8 A copy of the signed and notarized operation and maintenance (0&M) agreement
9 A copy of the deed restrictions (if required)
Form SW401 Infiltration Basin Rev 2 Page 1 of 1 Part III Required Items Checklist Page 1 of 1

St James Fire Station
Stormwater Permit No SW8 080607
Brunswick Countv
Designer's Certification
State Stormwater Management Systems
JPermit No SW8 080607
1�✓
I, JAY R CIA2yY►wE , as a duly registered PAopaslonlAL EAxwoaK in the
State of North Carolina, having been authorized to observe (penodicall / weekly/ full
time) the construction of the project,
57'• 3Ar"s rKE 5T6T?0&3 Sia KMWATh-K PMMfr,# SW8 08060-# YM 0/FICR770N
(Project)
for 57: TAMES FIRE AEPAZilt eWT, INN_ (Protect 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
NO DEVIATIONS —
-
Page 7 of 8

_ ,�` ,,•its'_ 1 •
1 . 1 , .'a . i .,I, kia I t r It 1 +•'1 1 -"' ,, ,
IN
1
'�/fir' :�y � • +� b"' \�� i
t ol,x
11

4 1"
State Stormwater Management Systems
Permit No SW8 080607
Certification Requirements
i rw— 1 The drainage area to the system contains approximately the permitted
acreage
J► L. 2 The drainage area to the system contains no more than the permitted
amount of built -upon area
Jac- 3 All the built -upon area associated with the protect is graded such that the
runoff drains to the system
JRL 4 All roof drains are located such that the runoff is directed into the system
A 5 The bypass structure weir elevation is per the approved plan
J2C 6 The bypass structure is located per the approved plans
7 A Trash Rack is provided on the bypass structure
J2L 8 All slopes are grassed with permanent vegetation
JRC 9 Vegetated slopes are no steeper than 3 1
ey 10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
J(� 11 The permitted amounts of surface area and/or volume have been
provided
JRC 12 All required design depths are provided
iZC 13 All required parts of the system are provided
J2C 14 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Brunswick County Building Inspections