SW8110712_CURRENT PERMIT_20220128

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 l 0 l \ 2
DOC TYPE]
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 UZ2 0 1 2 8
YYYYMMDD
1

ROY COOPER
Governor
EUZABETH S BISER
Secretary
BRIAN WRENN
Director
January 28, 2022
FCW&P Properties, LLC
Attn Chun Hot Fung, Manager
722 Lynchburg Drive
Jacksonville, NC 28546
NORTH CAROLINA
Environmental Quality
Subject Permit Renewal
Post -Construction Stormwater Management Permit No SW8 110712
FCW&P Properties
Onslow County
Dear Mr Fung
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on January 26, 2022 The Division is hereby notifying you that permit S W8110712 has been
renewed, updated, and re -issued on January 28, 2022, as attached Please be aware that the renewal and re -
issuance of this stormwater permit does not imply that the site is currently in compliance
This permit shall be effective until December 30, 2029 and does not supersede any other agency permit that may
be required The project shall be subject to the conditions and limitations as specified therein This permit does
not impose new or increased stormwater control requirements, it clarifies the rules and requirements of this
program to provide you with a better understanding of your obligations under this permit Failure to comply with
these requirements will result in future compliance problems Please note that this permit is not transferable
except after notice to and approval by the Division
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH) The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAH 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 concerning this permit, please contact Ashley Smith in the Wilmington Regional
Office, at [phone] or ashleym smith@ncdenr gov
Sincerely,
CUI'a WCA
-4;,; Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures Attachment A — Designer's Certification Form
Attachment C — Permitting History
Renewal Application Documents
DES/ams \\\Stormwater\Pemirts & Projects\2011\I 10712 HD\2022 Ol permit 110712
cc Betty Bullock, John L Pierce & Associates P A P O Box 1685 Jacksonville NC 28541
Wilmington Regional Office Storrrtwater File
D_E QZ� North Carolina Department of Environmental Quality I Drvmon of Energy Nfineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington North Carolina 28405
oum uwu
9107967215

Post -Construction Stormwater Management
Permit No SW8 110712
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION 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
FCW&P Properties, LLC
FCW&P Properties
2420 Gum Branch Road, Jacksonville, Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of
15A NCAC 2H 1000 and Session Law 2008-211 (hereafter collectively referred to as the "stormwater
rules') and as outlined in the application, approved stormwater management plans, supplement,
calculations, operation and maintenance agreement, recorded documents, specifications, and other
supporting data (the "approved plans and specifications") as attached and/or on file with and
approved by the Division of Energy, Mineral and Land Resources (the 'Division" or "DEMLR") The
project shall be constructed, operated and maintained in accordance with these approved plans and
specifications The approved plans and specifications are incorporated by reference and are
enforceable part of this permit
This permit shall be effective from the date of issuance until December 30, 2029 and shall be subject
to the following specified conditions and limitations The permit issued shall continue in force and
effect until the permittee files a request with the Division for a permit modification, transfer, renewal, or
rescission, however, these actions do not stay any condition The issuance of this permit does not
prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or
terminating the permit for cause as allowed by the laws, rules, and regulations contained in Title 15A
NCAC 2H 1000 and NCGS 143-215 1 et al
I DESIGN STANDARDS
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 17 of this permit The stormwater control has been designed to handle
the runoff from 287,046 square feet of impervious area
3 A 50' wide vegetative buffer must be provided and maintained adjacent surface waters,
measured horizontally from and perpendicular to the normal pool of impounded structures, the
top of bank of both sides of streams and rivers and the mean high water line of tidal waters
The tract will be limited to the amount of built -upon area indicated in this permit, and per
approved plans The built -upon area for the future development is limited to 7,500 square feet
Page 1 of 7

Post -Construction Stormwater Management
Permit No SW8 110712
All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements The final plats for the protect 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(s) of this protect must be
directed into the permitted stormwater control system
The following design criteria have been provided in the wet detention pond and must be
maintained at design condition
a Drainage Area, acres
Onsite, ftZ
Offsite, ft2
b Total Impervious Surfaces, ftZ
Onsite, ftz
Offsite, ft2
c Design Storm, inches
d Average Pond Design Depth, feet
e TSS removal efficiency
f Permanent Pool Elevation, FMSL
g Permanent Pool Surface Area, ft2
h Permitted Storage Volume, ft3
i Temporary Storage Elevation, FMSL
t Pre-dev 1 yr-24 hr discharge rate, cfs
k Controlling Orifice
I Orifice flowrate, cfs
m Permitted Forebay Volume, ft3
n Fountain Horsepower
o Receiving Stream/River Basin
p Stream Index Number
q Classification of Water Body
11 SCHEDULE OF COMPLIANCE
2
0
5
1057
460,345
N/A
287,046
287,046
N/A
15
5
90%
445
20,841
37,173
460
005
3"0 pipe
017
22,528
1/3
UT to New River / White Oak
19-1
"C,NSW'
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 optimum efficiency The signed and approved
Operation and Maintenance Agreement must be followed in its entirety and maintenance must
occur at the scheduled intervals
Records of maintenance activities must be kept and made available upon request to
authorized personnel of DENR The records will indicate the date, activity, name of person
performing the work and what actions were taken
Decorative spray fountains are allowed in the pond, subject to the following criteria
a The minimum permanent pool volume is 30 000 cubic feet
b The fountain must draw its water from less than 2' below the permanent pool surface
c Separated units, where the nozzle, pump and intake are connected by tubing, may be
used only if they draw water from the surface in the deepest part of the pond
d The fountain may not be placed into the forebay
e The falling water from the fountain must be centered in the main pond, away from the
shoreline
f The maximum horsepower for a fountain in this pond is 1/3 horsepower
Page 2 of 7

Post -Construction Stormwater Management
Permit No SW8 110712
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
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
8 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
9 Access to the stormwater facilities for inspection and maintenance shall be maintained via
appropriate recorded 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 protect or SCM that impact the certifications, a new or updated certification(s) as
applicable, will be required and a copy must be submitted to the appropriate DEQ regional
office upon completion of the modification
a Any modification to the approved plans and specifications, regardless of size including
the SCM(s), BUA, details, etc
b Redesign or addition to the approved amount of BUA or to the drainage area
c Further development subdivision acquisition, lease or sale of any, all or part of the
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
III GENERAL CONDITIONS
1 CORRECTIVE ACTIONS REQUIRED If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions This includes actions required by this
Division and the stormwater rules such as the construction of additional or replacement on -site
stormwater systems These additional or replacement measures shall receive a permit from
the Division prior to construction
2 PERMIT RENEWAL A permit renewal request must be submitted at least 180 days prior to
the expiration date of this permit The renewal request must include the appropriate
application, documentation and the processing fee as outlined in Title 15A NCAC
02H 1045(3)
3 CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT INFORMATION
The permittee shall submit a completed Permit Information Update Application Form to the
Division within 30 days to making any one of these changes
Page 3 of 7

Post -Construction Stormwater Management
Permit No SW8 110712
4 TRANSFER This permit is not transferable to any person or entity except after notice to and
approval by the Director Neither the sale of the protect and/or property in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit
TRANSFER REQUEST The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H 1045(2) This
request must be submitted within 90 days of the permit holder meeting one or more of
the following
i A natural person who is deceased,
n A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved,
ui A person or entity who has been lawfully and finally divested of title to the
property on which the permitted activity is occurring or will occur through
foreclosure, bankruptcy, or other legal proceeding
IV A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur
TRANSFER INSPECTION Prior to transfer of the permit, a file review and site
inspection will be conducted by Division personnel to ensure the permit conditions
have been met and that the protect and the on -site stormwater system complies with
the permit conditions Records of maintenance activities performed to date may be
requested Protects not in compliance with the permit will not be transferred until all
permit and/or general statute conditions are met
COMPLIANCE The permittee is responsible for compliance with the terms and conditions of
this permit until the Division approves the transfer request
a APPROVED PLANS AND SPECIFICATIONS A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable
recorded documents, and specifications shall be maintained on file by the permittee at
all times
b DIVISION ACCESS The permittee grants Division Staff permission to enter the
property during normal business hours to inspect all components of the permitted
protect
c ENFORCEMENT Any individual or entity found to be in noncompliance with the
provisions of a stormwater management permit or the requirements of the stormwater
rules is subject to enforcement procedures as set forth in NCGS 143 Article 21
d ANNUAL CERTIFICATION The permittee shall electronically submit to the Division an
annual certification completed by either the permittee or their designee confirming the
protects conformance with permit conditions
e OBTAINING COMPLIANCE The Director may notify the permittee when the permitted
site does not meet one or more of the minimum requirements of the permit Within the
time frame specified in the notice, the permittee shall submit a written time schedule to
the Director for modifying the site to meet minimum requirements The permittee shall
provide copies of modified plans and certification in writing to the Director that the
changes have been made
OTHER PERMITS The issuance of this permit does not preclude the permittee from
complying with and obtaining any other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or
ordinances, which may be imposed by any other Local, State or Federal government
agency having jurisdiction Any activities undertaken at this site that cause a water
quality violation or undertaken prior to receipt of the necessary permits or approvals to
do so are considered violations of NCGS 143-215 1, and subject to enforcement
procedures pursuant to NCGS 143-215 6
Page 4 of 7

Post -Construction Stormwater Management
Permit No SW8 110712
Permit renewed, updated and reissued this the 28th day of January 2022
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 7

Post -Construction Stormwater Management
Permit No SW8 110712
FCW&P Properties
Stormwater Permit No SW8 110712
Onslow County
Attachment A
Designer's Certification
I , as a duly registered in the State of North
Carolina, having been authorized to observe (periodically/ weekly/ full time) the construction of the
project,
(Protect)
for (Protect Owner) hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the protect construction such that the
construction was observed to be built within substantial compliance and intent of the approved plans
and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specifications
Signature
Registration Number
Date
SEAL
Page 6 of 7

Post -Construction Stormwater Management
Permit No SW8 110712
Certification Requirements
1 The drainage area to the system contains approximately the permitted acreage
2 The drainage area to the system contains no more than the permitted amount of built -
upon area
3 All the built -upon area associated with the protect is graded such that the runoff drains
to the system
4 All roof drains are located such that the runoff is directed into the system
5 The outlet structure elevations are per the approved plan
6 The outlet structure is located per the approved plans
7 Trash rack is provided on the outlet structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-circuiting of the
system
11 The permitted amounts of surface area and/or volume have been provided
12 Required drawdown devices are correctly sized and located per the approved plans
13 All required design depths are provided
14 All required parts of the system are provided, such as a vegetated shelf, and a forebay
15 The required system dimensions are provided per the approved plans
16 All components of the stormwater BMP are located in either recorded common
areas, or recorded easements
cc NCDEQ-DEMLR Wilmington Regional Office
Onslow County Building Inspections
Page 7 of 7

Attachment C- Permitting History
FCW&P Properties
Permit No SW8 110712
Approval
Date
Permit Action
B1MS
Version
Description of the Changes
9/30/201 1
Original
Approval
1 0
to convert the previously approved
stormwater wetlands to a wet detention
basin Please replace the stormwater
5/29/2014
Modification
I I
wetlands detail sheets C-2D and C-2E
by Robertson Loia Roof and sheet I by
Carter Crawford Design with the two (2)
enclosed wet detention pond detail
sheets by Crystal Coast Engineering
1/28/2022
Renewal
20
Expires December 30, 2029

Permit Number Sw `F //D 7/�?--
(to be provided by DWQ)
Drainage Area Number
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP This maintenance record will be kept in a
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
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided
This system (check one)
❑ does ® does not incorporate a vegetated filter at the outlet
This system (check one)
❑ does ® does not incorporate pretreatment other than a forebay
Important maintenance procedures
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks)
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be mmi mzed to the
maximum extent practical �'�E - Once a year, a dam safety expert should mspect the embajoa
E�pppp qq '9nn
14
After the wet detention pond is established, it should be inspectefifdiitit �ntCwithin 24 hours after every storm event greater than 10 inches nches if in a
CoastalCounty) Records of operation and maintenance should uTaiUmv reset --
location and must 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 wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed
remove the gully, and then plant a
ground cover and water until it is
established Provide hme and a
one-time fertilizer application
Vegetation is too short or too
Mamtam vegetation at a height of
long
approximately six inches
Form SW401-Wet Detention Basin O&M -Rev 4 Page 1 of 4

Permit Number
(to be provided by DWQ)
Drainage Area Number
BMP element
Potential problem
How I will remediate the problem
The inlet device pipe or
The pipe is clogged
Unclog the pipe Dispose of the
swale
sediment off -site
The pipe is cracked or
Replace the pipe
otherwise damaged
Erosion is occurring in the
Regrade the swale if necessary to
Swale
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem rf
original design depth for
possible Remove the sediment and
sediment storage
dispose of it in a location where it
will not cause impacts to streams or
the BMP
Erosion has occurred
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems
Weeds are present
Remove the weeds, preferably by
hand If pesticide is used, wipe it on
the plants rather than spraying
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health
Plants are dead, diseased or
Determme the source of the
dying
problem soils, hydrology, disease,
etc Remedy the problem and
replace plants Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary
Weeds are present
Remove the weeds, preferably by
hand If pesticide is used, wipe it on
the plants rather than spraying
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible Remove the sediment and
storage depth
dispose of it in a location where it
will not cause impacts to streams or
the BMP
Algal growth covers over
Consult a professional to remove
50% of the area
and control the algal growth
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray)
the basin surface
ECEVIVE
Form SW401-Wet Detention Basin O&M -Rev 4 APR 2 9 2014 V
e 2 of 4
BY

Permit Number
(to be provided by DWQ)
Drainage Area Number
BMP element
Potential problem
How I will remediate the problem
The embankment
Shrubs have started to grow
Remove shrubs immediately
on the embankment
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present
consult a professional to remove
beavers
A tree has started to grow on
Consult a dam safety specialist to
the embankment
remove the tree
An annual inspection by an
Make all needed repairs
appropriate professional
shows that the embankment
needs repair if applicable)
The outlet device
Clogging has occurred
Clean out the outlet device Dispose
of the sediment off -site
The outlet device is damaged
Repair or replace the outlet device
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet
the 401 Oversight Unit at 919-733-
1786
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments
When the permanent pool depth reads 10 5 feet in the main pond, the
sediment shall be removed
When the permanent pool depth reads 10 5 feet in the forebay, the sediment
shall be removed
Sediment Removal
Bottom
3400 1
-----------------
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
!ftMin
Sediment
Storage
Form SW401-Wet Detention Basin O&M -Rev 4
Permanent Pool Elevation 44 50
Pool
Sediment Removal Elevation 3400 Volume
--- --- ----- ---------------- ------
Bottom Elevation 33 00 1 1-ft
MAIN POND
APR 2 9 2014
Page 3
BY
Storage

Permit Number
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party
Project name FCW&P Properties, LLC
BMP drainage area number
Print name Chun Hot
Title
Address_ 722 Lynchburg Drive ,_JAcksonville, NC 28546
Phon
Signi
Date
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
AIMOZIliM _ . -
County of do hereby certify that
724__ personally appeared before me this
day of i, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements Witness my hand and official
seal,
�OTAy� T
%2
BUG z
0UN
JhAL
My commission expires
Form SW401-Wet Detention Basin O&M -Rev 4
EcelIVE
APR 2 9 2014
BY Page 4 of

f IIFMI H I IVF (1NI V
Date Received
Fee Paid IPermit
Number
ab I J a
2-77 Y 50 —
SW8 (071a,
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 110712
2 Project name FCW&P Properties
3 Project street address 2420 Gum Branch Road
City Jacksonville County Onslow ZIP
28549
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 httos //deg nc oov/about/droisions/enerov-
mineral-land-resources/energy-mineral-land-rules/stormwater-prop ram/post-construction
B PERMITTEE INFORMATION
If changes to the permtttee or project name have been made please complete either the Permit Update form
or the Permit Transfer form available at https //deg nc oov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction State Stormwater Permits do not
automatically transfer with the sale of the property
1 Current Permit Holder's Company Name/Organization FCW&P Properties, LLC
2 Signing Official's Name Chun Hot Fung
3 Signing Officials Title Manager
4 Mailing Address 722 Lynchburg Dnve
City Jacksonville State NC ZIP
28546
5 Street Address same
City State ZIP
6 Phone [phone] Email BettyBCo7jlpnc com
JAN 2 6 2022
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/ORW) Only applications packages that
include all required items listed below will be accepted and reviewed
Initial each item below to indicate that the required information is provided in the application package
DKN 1 A permit application processing fee of $505 00 payable to NCDEQ
DKN 2 One original signed hard copy and one electronic copy of this completed form The signing official
named on this application to represent the current permittee must meet one of the following
a Corporation — a principle executive officer of at least the level of vice-president,
b Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G S 57D "North Carolina Limited Liability Company Act,"
c Public Entity — a principal executive officer ranking official, or other duly authorized employee
d Partnership or limited partnership — the general partner,
e Sole proprietor, or
f Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity
n/a 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
DKN 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
DKN 5 Designer Certifications Please select one
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division, or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed, or
❑ The project has not yet been built
n/a 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
DKN 7 [IF APPLICABLE] When the permittee is a corporation ore 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)
httos //www sosnc gov/online services/search/by title/ Business Registration
JAN 2 6 2022 k
BY
Stormwater Permit Renewal Application Form Page 2 of 3 May 11 2018

D PERMITTEE'S CERTIFICATION
61, � N /-(o i ��� , the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs or ownership All information provided on this permit renewal application is to the best of my
knowledge, correct and coCte
taSignature / �c—i��9� `i Date2—
NOTARI
County of
that
a Notary Public for the State of
do hereby certify
personally appeared before me
this the -PD - da�'of Ua I�f 20 22— and acknowledge the due
execution of the forgoing instrument Witness my hand and official seal,
(Notary Seal)
Notary Signature
My commission e)
JAN 2 6 2022
BY
Stormwater Permit Renewal Application Form Page 3 of 3 May 11 2018

.I
Permit No
(to be Provided by DWD)
® mA
O�O� W ArfgQ
NC``D'
NR
C
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out printed and submitted
The Required Items Checklist (Part 111) must be printed filled out and submitted along with all of the required information
1 PROJECT INFORMATION
Project name
FCWBP Properties LLC
Contact person
David K Newsom PE
Phone number
910346-9800
Date
26-Apr 14
Drainage area number
i and only
II DESIGN INFORMATION
Site Characteristics
Drainage area
460 345 gx
Impervious area post -development
267 046 fl2
% impervious
6235 %
Design rainfall depth
15 in
Storage Volume Non SA Waters
Minimum volume required
35170 fl3
Volume provided
37 173 fl'
OK volume provided is equal to or In excess of volume required
Storage Volume SA Waters
15 runoff volume
fl3
Pre -development 1 yr 24 hr mnoff
ft3
Post -development 1 yr 24 hr runoff
It3
Minimum volume required
ft3
Volume provided
ft3
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr storm peak flow required?
1 yr 24 hr rainfall depth
Rational C pre -development
Rational C post -development
Rainfall intensity 1 yr 24 hr stone
Pre -development 1 yr 24 hr peak flow
Post -development i yr 24 hr peak flow
Pre/Post 1 yr 24 hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation(approx at the pen pool elevation)
Top of 10ft vegetated shelf elevation
Bottom of 10f1 vegetated shelf elevation
Sediment cleanout top elevation (bottom of pond)
Sediment deanoul bottom elevation
Sediment storage provided
Is there additional volume stored above the state required temp pool?
Elevation of the top of the additional volume
Form SW401 Wet Detention aasn-Rev 9-4I18112
N (Y or N)
3 7 in
020 limitless)
0 56 limitless)
0151n1hr OK
005 fl'Isec
017 ff'/sec
012 a3/car
4600 fmsl
4450 first
4450 fmsl
4500 fill
4400 fmsl Data not needed for calculation option #1 but OK If provided
34 00 fmsl
3300 first Data not needed for calculation option #1 but OK If provided
100 It
N (Y or N)
fmsl
{1 CEV V
APR 2 9 2014
BY
Parts I a It Desgn Summary Paget of 2

Permit No
(to be provided by DWQ)
II DESIGN INFORMATION
Surface Areas
Area temporary pool
Area REQUIRED permanent pool
SAIDA ratio
Area PROVIDED permanent pool Ar,,,.
Area bottom of 10ft vegetated shelf A,..,,,
Area sediment deanout top elevation (bottom of pond) A..,
Volumes
Volume temporary pool
Volume permanent pool V..
Volume forebay (sum of forebays if more than one forebay)
Forebay %of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table)
Calculation option 1 used9 (See Figure 10 2b)
Volume permanent pool Vpe,,,-y
Area provided permanent pool A._,,
Average depth calculated
Average depth used in SAIDA d. (Round to nearest 0 5ft)
Calculation option 2 used? (See Figure 10 2b)
Area provided permanent pool A...
Area bottom of 1 Oft vegetated shelf A,_,,y,
Area sediment cleanout top elevabon (bottom of pond) Ays,�,,
Depth (distance blw bottom of 10ft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA J. (Round to down to nearest 05ft)
Drawdown Calculabons
Drawdown through onfice7
Diameter of onfice (d circular)
Area of onfice (if non -circular)
Coefficient of discharge (Co)
Dnving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (C„)
Length of weir (L)
Onving head (H)
Pre -development 1 yr 24 hr peak flow
Post -development 1 yr 24 hr peak flow
Storage volume discharge rate (through discharge onfice or weir)
Storage volume dmwdown time
Additional Information
27170 ft3
20 808 ft'
4 52 (unifless)
20 841 ft3 OK
13 222 ft
1 358 ft
37173 ft3 OK
102 979 ft"
22 528 ft'
219% % OK
90 %
Y (Y or N)
N (Y or N)
452 (unitless)
Y (Y or N)
102 979 ft3
20 841 ft
494 ft OK
49ft OK
N (Y or N)
20 841 ft"
13 222 ft
1 358 ftz
10 00 If
ft
ft
Y (Y or N)
300 In
m'
003 (unitless)
051 It
N (Y or N)
(unNess)
(umfless)
ft
It
024 ft3lsec
089 ft3lsec
017 ft3lsec
243 days
OK draws down in 2 5 days
Vegetated side slopes
3 1
OK
Vegetated shelf slope
10 1
OK
Vegetated shelf width
100ft
OK
Length of flowpath to width mbo
6 1
OK
Length to width ratio
60 1
OK
Trash rack for overflow 8 onfice9
Y (Y or N)
OK
Freeboard provided
1 0 It
OK
Vegetated filter provided?
N (Y or N)
OK
Recorded drainage easement provided?
Y (Y or N)
OK
Capures all mnoft at ultimate buildcut?
Y (Y or N)
OK
Drain mechanism for maintenance or emergencies is
Pump
Form SW401 Wet Deten(wn Basin Rev 9-011 Bit
=`IL;tffrV
APR 2 9 2014
Parts 1 E 11 Design ary Page 2 of 2

Permit No
(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 Hell
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
s
Sheet No
GICi
1 Plans (1 50 or larger) of the entire site showing
414(/
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
s
2 Partial plan (1" = 30' or larger) and details for the wet detention basin showing
1W
Outlet structure with trash rack or similar
Maintenance access
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway
Basin cross section
Vegetation specification for planting shelf and
Filter strip
61 JA l
n.�
� ILL,'1
3 Section view of the wet detention basin (1" = 20' or larger) showing
Side slopes 31 or lower
Pretreatment and treatment areas and
Inlet and outlet structures
4 If the basin is used for sediment and erosion control during construction clean out of the basin is specified
on the plans prior to use as a wet detention basin
PiEWL S
5 A table of elevations, areas incremental volumes & accumulated volumes for overall pond and for forebay,
'�-�'-mil
A verify volume provided
6 A construction sequence that shows haw the wet detention basin will be protected from sediment until the
ton
entire drainage area is stabilized
(��
7 The supporting calculations
(
8 A copy of the signed and notarized operation and maintenance (O&M) agreement
^�
/ W/ f 9
A copy of the deed restrictions (d required)
10 A soils report that is based upon an actual field investigation soil borings and infiltration tests County
soil maps are not an acceptable source of soils information
Form SW401 Wet Detention Basin Rev 9A/18/12
Aft
1redAPR2 9 2014
PaBN1Items Checklis age 1 of 1

MAY-08-2008 THU 07 49 AM IIW[•?&t FAX NO SIM502004 P 08
State Srommater Management Systems
Pe>mM No SW0 070504 Mod PR
Gwn S rrch Road CVS
SlormwaterPermlNo 8W8070804Modlicatlon-MmReMon
Onslow Courdv
r :.:.ji,.v 7,
1, %AwM E. 6WXAW.S . as a duly registered n 00
State of North cwdm Meving been audwtmd toaheanre j /weekW full thee) the
mwudkn of the project
G'ys/e smeN a - C-OtA am"PoaiO �sce�t
e
0'
i a wvavSce�.e pevco orscNOC oar.re a.Kb.e,prc,
for Ritt,% hrau.Tv `JrMrrlis Or' 1a6401>: IPr'Med owner) hereby �stete ftt, to this hest of
my "flas, due care and di omm wan used In the observaean of Ow project cos niction such
#OOre arnwtruction was observed te be brdit wMMn aubetar W cowpOar ee and hdard of the
approved ptarw and epedfice0orm
The dwcktlat of h ma on page 2 of thus form m srduded In the Certlitcation
Noted devalbrm from approved Plans and spedfkatlorL
' kVeit UWAD& `LV%Srt'"'MO Fat— 40.0N c►rorAS
SEAL
Slgnanaa �'^
RagWm% Number -Z9 Sa 1
Date 3 RRULtan-4 z4Do9
Page 6 of 7
FE8 0 6 2009

tIAY-08-2008 THU 07 49 AN NCDEW FAX N0. 9103602004 P 09
State SWarnvabar Manage neM Systems
Pemtt No. SWB 0708M Moat PR
--)(-1 The drainage area to the system contains appmdmately the Permitted acreage
,2 The drainage area to tte system OOntallm no alma Ihan the Panndbed amours OI
ht*k*on area.
3 All tre WM- upon area macclated wdh the prated Is graded such tat the mu*
drams W the system
J 4 At roof drains are located such that the nahat a directed lhko the syst rn
5 The outleTPoypass shuct re eteva>Ims are pa the approved Plan.
eL 6 The outlet studura is loomed per the approved piers.
7 Trash reds is provded on the aWallbygeee sbucirae.
_,L6 All dopes are grassed with permanent vegetateh
--[_9 Vegetated dopes are no alseperthen 31
10 The intats are rotated per the approved plans and do not cause shortcirradltrg of
the sysiarm
_y' 11 The peter amoraAa of surface area andlor volume have been provided
�i 12 Required drtaedown dewcne are correctly stmd Pet tie ePproved PWM
_,/_73 Al required design depths are prwWad
14 All required parts of to WeWn are prowled, such as a vegetated ship, shallow
and deep pools and land ernes. end a forebay
7 15. The mgWred system dlmmWom era provided par the approved phone
_16 At vagetatron is In accordance with the approved Plane for Plentlng wadands
-566 wecco VEvrpCtot�S,
OM NCDENR-0WQ Regtorml Office
Onsbw County Bump Inspections
Pege7of7
t
i
Fry 0 6 7009
I

High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
In accordance with Title 15 NCAC 2H 1000 and S L 2006-246, the Management Regulations, deed
restrictions and protective covenants are required for High Density Commercial Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
built -upon area consistent with the design criteria used to size the stormwater control facility
I, Chun Hoi Fung, Manager acknowledge, affirm and agree by my signature below, that I will cause
the following deed restrictions and covenants to be recorded prior to the sale of any lot within the
project known as Portion of Tract I-CVS —per MB 53 PG 69 & Lots 1 & 2of Tract II of WBP III, LLC
Property -per MB 62 PG 47 & MB 53 PG 233-See Exhibit `B"
1 The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number , as issued by the Division of Water Quality
under the Stormwater Management Regulations
2 The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit
3 These covenants are to run with the land and be binding on all persons and parties claiming
under them
4 The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality
5 Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality
6 The maximum allowable built -upon area per lot is square feet
*Note If the BUA per lot vanes, please substitute the following statement for the one above and
provide a complete listing of the proposed BUA for each lot
The maximum built -upon area per lot, in square feet, is as listed below
*Lot 1— is per MB 62 PG 47-See Exhibit `B"-CVS is Tract 1 of MS 53 PG 233 See Exhibit `B" &
MB 53 PG 69 —See Exhibit "A"
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
1 47 240 CVS 22,429 2 29,584
Lot 2 — is per B 611 2 PG 47 See Exhibit `B"
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot Ire and the edge of the pavement Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools
7 All runoff from the built -upon areas on the lot must drain into the permitted system This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system Lots that will naturally
drain into the system are not required to provide these additional measures
8 The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Water Quality and receive a permit
prior to construction
9 The project and each lot will maintain a 30' foot wide vegetated buffer
areas and surface waters
**50 foot for projects located in the 20 coastal counties AUG 1 2011
Form DRPC-1 Rev 2 05Nov2009 Page 1 of 2 BY

High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
Signature
State of
do hereby certify that
before me this the / (J day of
, a Notary Public in the
County of O I slalc ) ,
the a xecutio of he foregoing instrument Witness my
Signature
My Commission expires Zz gy
appeared
and acknowledge
�pTARB�q�
PuBoo _
RECEIVED
AUG 16 2911
BY
Form DRPC-1 Rev 2 05Nov2009 Page 2 of 2