SW8120218_CURRENT PERMIT_20210916

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8120zIy
DOC TYPE
It] CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2021 pgjtD
YYYYMMDD
I

ROY COOPER
Governor
ELIZABETH S BISER
Secretary
Dim mr
NORTH CAROUNA
Enrtromnentd Quanty
September 16 2021
Broad and Gales Creek Community Association
Atm Patrick A Bello, President
3010 Hwy 24
Newport, NC 28570
Subject Permit Renewal
State Stormwater Management Permit No SW8 120218
Broad and Gales Creek Fire Department Addition
Carteret County
Dear Mr Bello
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
remam in older stormwater permits issued pnor 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 15, 2021 The Division is hereby notifying you that permit SW8 120218 has been
renewed on September 16, 2021, and shall be effective until June 26, 2028 For your records, please find enclosed a
renewed updated, and re -issued permit and a copy of the renewal application As requested, a copy of the current
operation and maintenance agreement is enclosed Please keep this permit on file at all times Please note that the
renewed, updated, and re -issued permit does not impose new or different terms, it merely restates some of the previous
terms to provide you with a better understanding of your obligations under the permit
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with the
terms and conditions of this state stormwater permit The plans originally approved on June 26, 2012 and most
recently modified on November 15 2012 will remain in full force and effect in accordance with the regulations set
forth in Title 15A NCAC 2H 1000
This permit is subject to the conditions and limitations as specified therein Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit Failure to establish
an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions,
to transfer the permit, or to renew the permit, will result in future compliance problems
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the tight to request an
adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH) The written
petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the OAH within
thirty (30) days of receipt of this permit You should contact the OAR 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 CRC WQQ
�
Brian Wrenn Director
Division of Energy Mineral and Land Resources
Q�� North Carolina Department of Enwonmental Quality I Dmsion of Energy Mineral and Land Resources
512 North Salisbury Street 1 1612 Mall Servlce Center I Raleigh North Carolina 27699 1612
rioam own.va
9197079200

State Stormwater Permit No SW8 120218
Page 2 of 2
Enclosures
DES/ams
cc
Attachment C — Permitting History
Renewal Application Documents
\\\Stormwater\Permits & Projects\2012\120218 HD\2021 09 permit 120218
NCDEQ-DEN ER Wilmington Regional Office
®ER O% North Carolina Department of Environmental Quality I Dwision of Energy Mineral and Land Resources
512 North Salisbury Street 1 1612 Mail Service Center I Raleigh North Carolina 27699-1612
•�� /'� 9197079200

State Stormwater Management Systems
Permit No SW8 120218
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143 General Statutes of North Carolina as
amended and other applicable Laws Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Broad & Gales Creek Community Association
Broad & Gales Creek Fire Department Addition
3010 Hwy 24 Newport Carteret County
FOR THE
construction operation and maintenance of one (1) alternative design infiltration basin in compliance
with the provisions of the 2008 version of 15A NCAC 2H 1000 (hereafter referred to as the
stormwater rules ) and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Energy, Mineral and
Land Resources (the Division or "DEMLR ) and considered an enforceable part of this permit
This permit shall be effective from the date of issuance until June 26 2028 and shall be subject to the
following specified conditions and limitations
I DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data
This stormwater system has been approved for the management of stormwater runoff as
described in Section 1 7 of this permit The infiltration basin labeled as Basin 1 has been
designed to treat the runoff from 44 693 square feet of built -upon area
The tract will be limited to the amount of built -upon area indicated in Section 17 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
The project must provide a 50 wide vegetated buffer adjacent surface waters measured
horizontally from and perpendicular to the normal pool of impounded structures the top of
bank of both sides of streams and rivers, and the mean high water line of tidal waters as
shown on the approved plans
Page 1 of 5

State Stormwater Management Systems
Permit No SW8 120218
7 The following design criteria have been permitted for the infiltration basin and must be
provided and maintained at design condition
a
Drainage Area acres
1 56
Onsite ft2
67 868
Offsite, ft2
0
b
Total Impervious Surfaces ft2
44 693
Buildings ft2
6193
Parking ft2
29 369
Sidewalks ft2
800
Existing ft2
8 331
c
Design Storm inches
6 85 (10 yr 24 hr)
d
Basin Depth, feet
20
e
Bottom Elevation FMSL
24
f
Bottom Surface Area ft2
2 240
g
Emergency Overflow Elevation FMSL
260
h
Provided Storage Volume ft3
7 401
i
Volume of 10 yr — 24 hour storm cf
24 971
t
Volume infiltrated in 24 hrs @9 in/hr cf
40 208
k
Type of Soil
Group A
I
Expected Infiltration Rate in/hr
1795
m
Seasonal High Water Table FMSL
205
n
Time to Draw Down hours
22
o
Receiving Stream/River Basin
Broad Creek / WOK03
p
Stream Index Number
20-36-7
q
Classification of Water Body
'SA HQW
Per section 1008 (h) of the stormwater rules this alternative design basin provides equal or
better protection because it infiltrates a 10-year 24-hour storm without discharging, using an
infiltration rate of one-half of the expected infiltration rate provided in the soils report The
infiltration basin is designed in accordance with Option 4 of Section 16 3 9 of the BMP manual
therefore no bypass no vegetated filter strip and no additional storage volume are required
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
2 During construction erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately
3 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
4 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
5 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
Page 2 of 5

State Stormwater Management Systems
Permit No SW8 120218
6 The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at the design condition The approved Operation
and Maintenance Plan must be followed in its entirety and maintenance must occur at the
scheduled intervals including but not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and revegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and specifications
f Debris removal and unclogging of bypass structure infiltration media flow spreader
catch basins piping and vegetated filter
g A clear access path to the bypass structure must be available at all times
7 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
8 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
protect and/or property area as reported in the approved plans and specifications
d Altering modifying removing relocating redirecting, regrading or resizing of any
component of the approved SCM(s) the stormwater collection system and/or
vegetative conveyance shown on the approved plan
e The construction of any allocated future BUA
f The construction of any permeable pavement #57 stone area public trails or
landscaping material to be considered a permeable surface that were not included in
the approved plans and specifications
g Other modifications as determined by the Director
9 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
10 Access to the stormwater facilities shall be maintained via appropriate recorded access and
drainage easements at all times
11 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
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
Page 3 of 5

State Stormwater Management Systems
Permit No SW8 120218
2 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
3 If the facilities fail to perform satisfactorily the permittee shall take immediate corrective
actions This includes actions required by this Division and the stormwater rules such as the
construction of additional or replacement on -site stormwater systems These additional or
replacement measures shall receive a permit from the Division prior to construction
4 Permit Transfer This permit is not transferable to any person or entity except after notice to
and approval by the Director The permittee shall submit a completed and signed Permit
Transfer Application Form' (available on the Division website) accompanied by the required
fee and supporting documentation as listed on the form to the Division at least 60 days prior
to any one or more of the following events
a The sale or conveyance of the 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
b Dissolution of the partnership corporate or LLC entity subject to NCGS 55-14-05 or
NCGS 57D-6-07 and 08
c Bankruptcy
d Foreclosure subject to the requirements of Session Law 2013-121
Current Permittee Name or Address Changes The permittee shall submit a completed
Permit Information Update Application Form (available on the Division website) to the
Division within 30 days to making any one or more of the following changes
a A name change of the current permittee
b A name change of the project
c A mailing address change of the permittee
6 The permittee is responsible for compliance with all terms and conditions of this permit until
the Division approves the transfer request Neither the sale of the project in whole or in part
nor the conveyance of common area to a third party constitutes an approved transfer of the
permit
7 The permittee grants Division Staff permission to enter the property during normal business
hours to inspect all components of the permitted project
8 The permit issued shall continue in force and effect until the permittee files a request with the
Division for a permit modification transfer renewal or rescission however these actions do
not stay any permit conditions
9 Approved plans application documents supplements calculations operation and
maintenance agreement and specifications for this project 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 120218
Permit renewed updated and reissued this the 16th day of September 2021
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
jJ—,, Briannreen 6� irector
Division of Energy Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C Permitting History
Broad & Gales Creek Fire Department Addition
Permit No SW8 120218
Approval
Date
permit Action
BQK3
Version
Description of the Changes
6/26/2012
Original
Approval
10
11/15/2012
Modification
1 1
Removal of one of the previously
permitted infiltration basins
Minor changes to the design of
the remaining infiltration basin
9/16/2021
Renewal
20

Permit Number SW 1303 V�
(to be piovtdcd by DWQ)
Drainage Area Number
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP This maintenance record will be kept in a
login 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 sod 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-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 nprap to avoid
future problems with erosion
EGENE
NOV 14 2012
Form SW401 Infiltration Basin O&M Rev 3 BYPage I of 3

BMP element
Potential problem
How 1 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 sedinent 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
The main treatment area
The embankment
The outlet device
Weeds are present
A visible layer of sediment
has accumulated
Remove the weeds preferably by
hand If pesticides are used wipe
them on the plants rather than
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 Replace any media that
was removed in the process
Revegetate disturbed areas
Water is standing more than Replace the top few inches of filter
5 days after a s I 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)
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
Remove shrubs or trees
repairs
Clean out the outlet device Dispose
of the sediment off -site
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
ECEIV E
NOV 14 2012
By_P e2of3

Permit Number
(to be piowdcd by UWQ)
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 Broad & Gales Creek Fire Department Addition
BMP drainage area numbet
Print name It�4LIaeF
Title Pr P-ni-
Address 3010 Highway 24, Newport, NC dW10
Phone use- A69,-
Signature
//
Date _dDVe ✓►ibr r
Note The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been bold and a resident of the subdivision has been named the president
i co , a Notary Public for the State of
otantyy of// (� , do hereby certify that 9cJ �9, e, a personally appeared before me this 0 ��
Uu7
day of /1/0 dem zap— and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements Witness my hand and official seal,
SEAL
My commission expires
JECEI `V
i NOV 14 2012
aY _ ----_
Form SW401 Infiltration Basin O&M Rev 3 Page 3 of 3

Permit Number 5W 8 D Z O Z i 8
(to be provided by DWQ)
Drainage Area Number 22
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on tlus 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/debns is present
Remove the trash debns
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration balm
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 occumng 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
ECEIVE
Form S W401 Infiltration Basin O&M Rev 3 ty age 1 of 3
JUN 0 7 2012
BY _

Sw81ZOZIF
BMP element
Potential problein.
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
nprap is displaced
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 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
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
Quabty 401 Oversight Umt at 919-
outlet
733-1786
IQECEIVE
Form SW40I-infiltration Basin O&M -Rev 3! e 2 of 3
bV

PermitNumber 5W $ (Z O 2. I S
(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 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party
Project nameBroad & Gales Creek Fire Department Addition
BMP drainage area number
Print name Wallace A Guthrie, Sr
W/44
Title VsetPresident
Address 3010 Highway 24, Newport, NC
Phone
Signature
Date 6 - Li -
Note The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president
a Notary Public for the State of
bf)d('Av& VICp, County of C-O'- Q VCJ— , do hereby certify that
�-4 ``qcp- 0-�O fi S r- personally appeared before me this _
and acknowledge the due execution of the
requirements Witness my hand and official seal,
SEAL
My commission expires l
Form SW401 Infiltration Basin O&M -Rev 3
ECEIVE
JUN 0 7 2022
dv —
Page 3 of 3

V'� , 191 '

It
Permit Number : ld
(to be provided by DWO
Drainage Area Number
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 pubhc, 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 uutial 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 estabhshed, 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 remedrate the problem
The entire BMP
Trash/debns 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 applicabon
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 S W401 Infiltration Basin O&M Rev 3
�CEI t16 E
LB7Y
V D FEB 2
N 0012 Rlof`3
$ �012

Sw8 11OZ(O
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
nprap is displaced
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 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 re au
The outlet device
Clogging has occurred
Clean out the outlet device Dispo
of the sediment off -site
The outlet device is damaged
Repair or replace the outlet de
The receiving water
Erosion or other signs of
Contact the NC Division of er�
damage have occurred at the
outlet
Quality 401 Oversight Umt� 19-
733-1786
Form SW401 Infiltration Basin O&M Rev 3
2 of 3

Permit Number :�-Vrg' t2,0219
(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
rEFd/ectmmme Broad & Gales Creek Fire Department Addition
BMP drainage area number
Print name ,/x ' 44? TNfi'/,E 5/�
Title V IG6 )",:; I n a)fi
Address 3010 Highway 24, Newport, NC
Phone 28750
Signature
Date /d — / G — / /
Note The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president
I, We b inga u--)O V rj , a Notary Public for the State of
k)(9 yfil Co, VU I I ✓f Cl , County of C-d V f1,42 ,• -� , do hereby certify that
P C r, personally appeared before me this
day of kb Lie l,i l Lle- I,/' , and acknowledge the due execution of the
T
forgoing infiltration basin maintenance requirements Witness my hand and official seal,
O'er
4&V,O+
ED
SEAL
My commission expires 000194-Ir as; 961 S-
Form SW401 Infiltration Basin O&M -Rev 3
By �f B 181011
'3

11FM1 H 11S1- ONI V-' - —' -- - -- — -�
I Date R elv d
Fee Pad
Permit Number
�
505 —
atJ l�2 o a 8"
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H 1045(3)the current permit holder shall renew their high density permit 180 days
pnor to its expiration Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60 (c) This application form is for permit renewals only
A PROJECT INFORMATION
1 State Stormwater Permit Number SW8 120218
2 Project name Broad and Gales Creek Fire Department Addition
3 Pro,ect street address 3010 Hwy 24
City Newport County Carteret ZIP
28570
4 What if any changes have been made to the project as permitted?
If the project has changed from the original approved plans please complete SWU-101 for a Ma/or
Modification or Minor Modification Application form available at https //deg nc gov/about/dwisions/enerav-
mineral-land-resources/energv-minera I-land-rules/stormwater-prop 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/divisions/energv-mineral-land-
resources/energv-mineral-land-rules/stormwater-program/post-construction State Stormwater Permits do not
automatically transfer with the sale of the property
1 Current Permit Holders Company Name/Organization Broad and Gales Creek Community Association
2 Signing Officials Name Patrick A Bello
3 Signing nrflc,a1 s Title president
4 Mailing Address 3010 Hwy 24
City Newport State NC ZIP 28570
5 Street Address 3010 Hwy 24
City Newport State NC ZIP 28570
6 Phone [phone] Email tone bello(5cimall com
ECEIVE
AUG a 6 2021
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/ORI) 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
PAB 1 A permit application processing fee of $505 00 payable to NCDEQ
PAB 2 One original signed hard copy and one electronic copy of this completed form The signing official
named on this application to represent the current permittee must meet one of the following
a Corporation — a principle executive officer of at least the level of vice-president
b Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G S 57D North Carolina Limited Liability Company Act
c Public Entity — a principal executive officer ranking official or other duly authorized employee
d Partnership or limited partnership — the general partner
e Sole proorietor or
f Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity
PAB 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
PAB 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
® 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
PAB 5 Designer Certifications Please select one
® A copy of the certifications) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed or
❑ The project has not yet been built
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
[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)
ECEIVE
at-
Stormwater Permit Renewal Application Form Page 2 of 3 May 11 2018

D PERMITTEE'S CERTIFICATION
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 corer ct and comple^te /�
Signature Eel Date 3-0z
NOTARIZATION
a Notary Public for the State of
;:2 for tYi CG Nd /I ni a County ofAitl51c W do hereby certify
that f /Z cic x -z cn,/U personally appeared before me
this the FOYA day of T/J 20,,?L and acknowledge the due
execution of the forgoing instrument Witness my hand and official seal
(Notary Seal)
Notary Signature
My commission expires
pier fi (i
L
Stormwater Permit Renewal Application Form Page 3 of 3 May 11 2018

Permit Nd/ k1F/���j`'
(to be provided by DWOJ
��i STORMWATER MANAGEMENT PERMIT APPLICATION FORM
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out printed and submrtted
The Required Items Checklist (Part III) must be printed filled out and submitted along with all of the required information
Contact Person
Phone Number
Date
Drainage Area Number
114DESIGNIINFORMATION m
Site Characteristics
625-8641
Drainage area
F 67 66800
1hi
Impervious area
1 4469300
ift2
Percent Impervious
6585
%
Design rainfall depth
1 365
'in
Peak Flow Calculations
1 yr 24 hr rainfall depth
1 365
i m
1 yr 24 hr Intensity
i 577
in/hr
Pre -development 1 yr 24 hr discharge
1 178
lft'/sec
Post development 1 yr 24 hr discharge
1 529
ift3/sec
Pre/Post 1 yr 24 hr peak Flow control
351
ft'/sec
Storage Volume Non SA Waters
Minimum design volume required
(�
f ft3
Design volume provided
I
ift'
Storage Volume SAWaters
15 runoff volume
F 545200-78'
Pre -development 1 yr 24 hr runoff volume
1 5 973 00
W
Post -development 1 yr 24 hr runoff volume
I 13 267 00
W
Minimum required volume
729400
ft3
Volume provided
i 740100
i ft3
Soils Report Summary
Soil type
A
Infiltration rate
1795
1 infhr
SHWT elevation
I 2050
I fmsl
Basin Design Parameters
Drawdown time
t 100
'days
Basin side slopes
1 300
I 1
Basin bottom elevation
1 2400
Ynnsl
Storage elevation
1 2600
1 fmsl
Storage Surface Area
1 5 307 00
lft
Top elevation
1 2650
'fmsl
Basin Bottom Dimensions
Basin length
_
r 19000
7ft
Basin width
I 4000
ift
Bottom Surface Area
P 224000
;ft
OK
OK
OK
OK
FCF-IVEII
OCT 0 9 2012
BY_--- --
OF WAiFq
's
Z� 0FESS/per /2-1
faQ' s�
i SEAL
i 032573 t
L2 f A
R
Form SW401 Infittratwn Basin Rev 5 11 Apr2011 Pans I S 11 Design Summary Page 1 of 2

j Permit No
(to be provided by DWD)
Additional Information
Maximum runoff to each inlet to the basin?
---1 00 lac in
OK
Length of vegetative filter for overflow
I 000 1 It
Filter Is too short must be > 30 it
Distance to structure
1 000 Ifl
Too close to structure must be minimum of 15 ft downgradlent
Distance from surface waters
I 160000 1It
OK
Distance from water supplywell(s)
f 22500 1If
OK
Separation from Impervious soil layer
( N/A f fl
OK
Naturally occunng soil above shwt
( y Ift
OK
Bottom covered with 4 In of clean sand?
i y {(Y or N)
OK
Proposed drainage easement provided?
( y i (Y or N)
OK
Capures all runoff at ultimate build -out?
I y i (Y or N)
OK
Bypass provided for larger storms?
I y i (Y or N)
OK
Pretreatment device provided
Forebays_.
I +
JECEIVE
OCT 0 9 2012
BY
Form SW401 Infiltration Basin Rev 5 11 Ap2011 Pans I & 11 Design Summary Page 2 of 2

PermhNo 509 120-LI8
(to be provided by DWO)
III REQUIRED ITEMS CHECKLIST - - I
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
-63&LL
2i C 'ti`
1 Plans (1 50 or larger) of the entire site shoving
Design at ultimate build -out
Off site drainage (if applicable)
Delineated drainage basins (include Rational C coefficient per basin)
Basin dimensions
Pretreatment system
High Flow bypass system
Maintenance access
Proposed drainage easement and public right of way (ROM
Overflow device and
Boundaries of drainage easement
G-'F
2 Partial plan (1 = 30 or larger) and details for the infiltration basin showing
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
Pb -
C _ df
3 Section view of the infiltration basin (1 = 20 or larger) showing
Pretreatment and treatment areas and
Inlet and outlet structures
A-44G 13 4 A table of elevations areas incremental volumes & accumulated volumes to venfy the volume provided
Asa- Prs 399 43 5 A soils report that is based upon an actual field investigation Boll borings and infiltration tests The
results of the soils report must be verified in the field by DWO by completing & submitting the soils
investigation request form County soil maps are not an acceptable source of soils information
L— 3 6 A construction sequence that shows how the mfillrabon basin will be protected from sediment until the
entire drainage area is stabilized
�£ cros p 7 The supporting calculations
RES sr suWsri r"rnl8 A copy of the signed and notarized operation and maintenance (O&M) agreement
9 A copy of the deed restrictions (if required)RECEIVE
JUN 2 2 I'll
BY ---
Form SW401 Infiltration Basin Rev 4
Page 1 of 1 Part III Required Items Checklist Page 1 of 1

"
Permit NoStUB /20218
(to be provMed by DWO)
�A
®`=
O`�O� WAiFgO
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
NCDENR
401 CERTIFICATION APPLICATION FORM
`C
INFILTRATION BASIN SUPPLEMENT
This form must be filled out printed and submitted
The Required Items Checklist (Part 111) must be printed filled out and submitted along with all of
the required information
I-PROJECTINFORMATION
Project Name
Broad & Gales Creek Fire Department Addition
i
Contact Person
Patty E Hilburn (Pabst & Hdbum PA)
'
Phone Number
'[phone]
,
Date
6/20/2012
i
Drainage Area Number
11
'
III -;DESIGN INFORMATION
Site Characteristics
Drainage area
1 60 029 00 l «z
Impervious area
1 35 790 00 lflz
Percent Impervious
5962 %
Design rainfall depth
1 365 In
Peak Flow Calculations
1 yr 24 hr rainfall depth
1 365 (in
1 yr 24 hr intensity
1 577 Im/hr
Pre -development 1 yr 24 hr discharge
1 144 1fP/sec
Post development 1 yr 24 hr discharge
1 415 Ift3/sec
Pre/Post 1 yr 24 hr peak Flow control
271 ft3/sec
Storage Volume Non SA Waters
Minimum design volume required
Design volume provided
I Iry3
Storage Volume SA Waters
15 runoff volume
( _ 446 0 Jf13
Pre development 1 yr 24 hr runoff volume
1 4 943 00 Itt3
Post -development 1 yr 24 hr runoff volume
1 10 711 00 1ff3
Minimum required volume
576800 rya
Volume provided
5880 Do Iry3 OK
Soils Report Summary
Sod type
I ^JA
Infiltration rate
1 1795 ,infhr
SHWT elevation
I 2050 lfmsl
Basin Design Parameters
Drawdown time
1 DO days OK
Basin side slopes
I 300 1 OK
Basin bottom elevation
1 2400 I fmsl OK
Storage elevation
I 2600 ifmsl
Storage Surface Area
1 441200 off'
Top elevation
1 2650 Ifmsl
Basin Bottom Dimensions
E C E I E
Basin length
909000 7ff
V
Basin width
3000 1ff
�UN 2 2 2��2
Bottom Surface Area
1 1 611 00 1fh
BY
Form SW401 Infiltration Basin Rev 5 11 Apr2011 Parts I & n Design Summary Page 1 of 2

Permit No 5L j 8 12 0 219
(to be provided by DWO)
Additional Information
Maximum runoff to each Inlet to the basin?r
1
ac In
OK
Length of vegetative filter for overflow
( 000
eft
Filter Is too shod must be > 30 ft
Distance to structure
1 000
1ft
Too close to structure must be minimum of 15 ft downgradlent
Distance from surface waters
1160000
It
OK
Distance from water supply well(s)
j 22500
eft
OK
Separation from Impervious soil layer
N/A
ft
OK
Naturally occuring soil above shwt
I y
ft
OK
Bottom covered with 4 In of clean sand?
1 y
(Y or N)
OK
Proposed drainage easement provldecP
! y
I(Y or N)
OK
Capures all runoff at ultimate build out?
E, y
I (Y or N)
OK
Bypass provided for larger storms?
j y
J(Y or N)
OK
Pretreatment device provided
I Forebays
EGEJVE
JUN 2 2 2012
BY
Form SW401 Infiltration Basin Rev 5 11Ap2011 Parts I & H Design Summary Page 2 of 2

Permit No S W B 1 ZO 218
(to be provded by DWO)
ARI.wLL.
�r F WRiFgOG
�'+ 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 W) must be printed filled out and submitted along with all of the required information
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
Site Characteristics
Drainage area
2010100 —Ift2
Impervious area
F 401700
Ife
Percent Impervious
1998
%
Design rainfall depth
) 150
Im
Peak Flow Calculations
1 yr 24 hr rainfall depth
I 365
)m
1 yr 24 hr ntensity
1 577
{in/hr
Pre -development 1 yr 24 hr discharge
1 035
1 ft3/sec
Post -development 1 yr 24 hr discharge
1 039
Ift3/sec
Pre/Post 1 yr 24 hr peak Flow control
004
ft3/sec
Storage Volume Non SA Waters
Minimum design volume required
F- ft3
Design volume provided
4
ift3
Storage Volume SAWaters
15 runoff volume
1 57750
1 ft3
Pre -development 1 yr 24 hr runoff volume
1 121600
j ft3
Post -development 1 yr 24 hr runoff volume
1 1 405 00
j ft3
Minimum required volume
57750
ft3
Volume provided
j 161100
Ift3
Soils Report Summary
Soil type
F A�
Infiltration rate
1 1795
I m/hr
SHWi elevation
1 2100
1fmsl
Basin Design Parameters
Drawdown time
(1 00
days
Basin side slopes
i 300
11
Basin bottom elevation
1 2500
lfmsl
Storage elevation
1 2700
I f nsl
Storage Surface Area
j 1 16600
jftz
Top elevation
1 2700
I fmsl
Basin Bottom Dimensions
Basin length
_
F 5000
—Ift
Basin width
1 2500
Ift
Bottom Surface Area
1 48100
Iffz
OK
OK
OK
OK
E�C:F-0V
JUN 2 2 2012
BY -
Form SW401 InFIlrabon Basin Rev 5 11 Apr2011 Parts 1 & 11 Design Summary Page 1 of 2

Permit No S0 8 f 2 0 2 t 8
(to be provioad by DWO)
Additional Information
Maximum runoff to each inlet to the basin?
i 00 1—lac
in
OK
Length of vegetative filter for overflow
000
jft
Filter is too shod must be > 30 ft
Distance to structure
( 000
eft
Too close to structure must be minimum of 15 ft downgradlent
Distance from surface waters
1 85000
eft
OK
Distance from water supply well(s)
t N/A ' jft
OK
Separation from impervious soil layer
( N/A
Ift
OK
Naturally occunng soil above shwt
400
eft
OK
Bottom covered with 4 In of clean sand?
I y
I(Y or N)
OK
Proposed drainage easement provided?
I y
I(Y or N)
OK
Capures all runoff at ultimate build-0utl
I y
((Y or N)
OK
Bypass provided for larger storms?
I y
((Y or N)
OK
Pretreatment device provided
I NONE
ECEIV
JUN 2 2 2012
8Y _
Form SW401 Infiltration Basin Rev 5 11Apr2011 Pans I & 11 Design Summary Page 2 of 2

y� 1
Permi[No SW8 (ZO218
(to be provided by DWQ)
Ill 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
-?JAL—
�_
1 Plans (1 50 or larger) of the entire site showing
Design at ultimate build -out
Off site drainage (if applicable)
Delineated drainage basins (include Rational C coefficient per basin)
Basin dimensions
Pretreatment system
High flow bypass system
Maintenance access
Proposed drainage easement and public right of way (ROW)
Overflow device and
Boundaries of drainage easement
Pi
c - 4
2 Partial plan (1 = 30 or larger) and details for the infiltration basin showing
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
Pam-
e- f
3 Section view of the infiltration basin (1 = 20 or larger) showing
Pretreatment and treatment areas and
Inlet and outlet structures
� Pr-- 25' 4 A table of elevations areas incremental volumes & accumulated volumes to verity the volume provided
P4� — PG 39,435 A soils report that is based upon an actual field investigation soil borings and infltrabon tests The
results of the soils report must be venfied in the field by DWO by completing & submitting the soils
investigation request form County soil maps are not an acceptable source of soils Information
Cr3 6 A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized
CLrclo!xFD 7 The supporting calculations
av�'— S u 8 Ai copy of the signed and notanzed operation and maintenance (0&M) agreement
9 A copy of the deed restrictions (if required) E C E U V E
JUN 2 2 2012
BY
Form SW401 Infiltration Basin Rev 4 Page 1 of 1 Part III Required Items Checklist Page 1 of 1

State Stormwater Management Systems
Permit No SW8 120218 MOD
Broad & Gales Creek Fire Station
Stormwater Permit No SW8 120218
White Oak County
Designer's Certification
I, N,u.p o PASST )f- , as a duly registered Hoc_,.Neer— in the
State of North Carolina having been authorized to observe (periodically/ weekly/ full
time) the construction of the project
BepAb !� C—rA6"S c�� Fi p e srA-TNaP3
(Project)
for Assor
(Project Owner) hereby state that, to the
best of my abilities due care and ddig nce 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
Pr, p65 ct. SES] t r--� C-e�I-Tk-R c AN-%v--i LeTTEV2- P I CAD 6 ti ce N r%A-TaA-S
EaC, , elegy-1 p ATED L- t't - l 4
Signature
--
Registration Number. 032s7S
Date 3- 3 -14
rPSH OARp
t10l�FE8310N q.
i SEAL ( :
032573 p
e
FNQ�NEEar �?.
ECEIVEr
MAR o 3 2014
Paae 7 of 8

State Stormwater Management Systems
Permit No SW8 120218 MOD
Certification Requirements
P&.4- 1 The drainage area to the system contains approximately the permitted
acreage
, 2 The drainage area to the system contains no more than the permitted
amount of built -upon area
jk* 3 All the built -upon area associated with the protect is graded such that the
runoff drains to the system
Pr ±�:4 All roof drams are located such that the runoff is directed into the system
&11." The emergency overflow elevation is per the approved plan
LilL,6 The emergency overflow is located per the approved plans
21,4L4� All slopes are grassed with permanent vegetation
PLQ� S Vegetated slopes are no steeper than 3 1 'k
J L,9 The elevation of the forebay berm is not so high that it is causing a
premature bypass of the storage volume through the emergency overflow
before it can cross the berm and get into the main infiltration basin area
PE-0-90 The inlets are located per the approved plans and do not cause short-
circuiting of the system
40i4 1 The permitted amounts of surface area and/or volume have been
provided
P,;.� 12 All required design depths are provided
Pc�l-13 All required parts of the system are provided
&t�—l4 The required system dimensions are provided per the approved plans
_15 The system functions as designed
cc NCDENR-DWQ Regional Office
Town of Newport Building Inspections
Carteret County
* VokA ,S A--T- 5,j PKlnnl,S CQN T�'LRC�'Iti(o
Se-6 A•tCAct4 V Ems-+= i c osy wJ LETtb'�L Pr rop 2 - Z S -14
ECEIVE
MAR 0 3 20%
By
I�T.Tli.Sf 7

0
3602 Player Lane
Morehead City, NC 26557
-3159
P RI M U S Fax (503822-
Fax f2521622-0tt7
CONTRACTING INC
February 28, 2014
Pabst & Hilburn
911 Paverstone Drive Suite E
Raleigh NC 27615
Pnmus Contracbng Inc has verified that the dimensions and elevations of the addbatnon basins on the Broad 8 Gales Greek
Fire Station are in accordance with the Civil Drawings
State of ' V County of -(!A ``)
The foregoing instrument was Subscribed and swom before me gins Pay of ��� 20
Sincerely
David Thompson, President
Notary Public 1walN
My commission expires
N
I I P a g c

February 17, 2014 (Sent We Emef To Dowd Thompson)
Primus Contracting Inc.
David Thompson
3602 Player Lane
Morehead City NC 28557
RE BGCFD - PLS request for serhfcation of materiels present in Infiltration Basins
Dear Mr Thompson
I am In receipt of the February 14 2014 small from Patty E Hilburn, AS of Pabst 6 Hfbum PA requeatlng
Me contractor responsible for constructing Me hif ation Basins provided certlfcabon that the material met
the 'washed sand' and one loot depth conditions as speclfed on sheet C-4 of the plans.
Sunland Builders was hued to perform the alto work throughout the project constucdon We are very familiar
with the standard construction practices associated with Infiltration basins here at the cost. We note that as
contractors it Is our responsibgfy in accordance with section 16 4 of Chapter 16 of Ore states Stoamveter
BMP manual to minlmize compaction of the bottom and sldswafs of any Infiltration dewoe We elso are
familiar with the conditions of Me nu d* available NI materiefs In the area and note Met most of our natural
washed sands are not uniform and Membe wig not meet the unUwmfy coeflkient of 2 or smeller In
accordance with section 18 3 7 of Me state codes washed or not We note that the plans show a one foot
depth of Vashed sand' to be constructed under the base area of the Inffbetion portion of the basins yet
specs tcatlons were not provided and Me media was not encased with geotexSe fabric as required by state
standards We tharelbre assumed Mat the send Inffl was being required due to the deteds of the sediment
basin showing excevetron to elevation 23 which Is one foot below the design depth of the Infftiatbri basin at
elevation 24 Of course the states burp manual section 16 3 1 requires WMvtion basins used as sedhnent
basins during construction to be excavated a minimum of sbr Inches below Moir bottom prior to converting to
starmwater lnStration basins once ground cover has been established We were concerned over Me
potential to plug Me future IMgtraling lihsftu sofa both during construction and upon inffing for a one foot
depth
For these reasons we took Me risk of potential Issues during sediment and control operations and only cut the
existing grade to a depth of approximately elevation 25leaving about a foot of in -aft sots above the designed
bottom of the lnUmban basins. Upon stabilization of Me site we removed Me overburdan leaving the existing
uniform sands exposed as the fifsrmods We therefore did not disturb the existing in -aft sags above the
shallow water table and did not importprocessed sands So as a regiab►red pmfeWonM enOnser I am
able to eerfiry that our means and madwds protected the predetarmbred ores forhinlbnMrni, not
affecting the raft of infi tnWon dYta►mined by the doalgners and approved by the ►ogufetora We also
note that stormwater is a performance standard and we recently experienced algnilkant and intense rainfall
with no back up or overibw from the designed elements
Sincerely
/ A VAMw, NCPE 022670
Professional Engineert