SW8060133_CURRENT PERMIT_20210528

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0�00133
DOC TYPE
® CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
202I 0G2'5
YYYYMMDD

ROY COOPER
Governor
DIONNE DELULGAT71
Secretary
BRIAN WRENN
Director
May 28, 2021
NORTH CAROLINA
Envhonmental QuaUry
PVO Leland, LLC
Managed by Mesos Capital, LLC
Attn: Mr. Pancham Gupta, Manager
471 N. Broadway, #351
Jericho, NY 11753
Subject: Permit Transfer
State Stormwater Management Permit No. SW8 060133
Village Oaks Apartments
Brunswick County
Dear Mr. Gupta
On May 27, 2021, the Wilmington Regional Office received a complete request to transfer the ownership of the
subject state stormwater management permit under the provisions of 15A NCAC 02H.1045(1)(a). DEMLR staff
has inspected the project, reviewed the available documentation, and determined that the project is currently in
compliance with the terms and conditions of the state stormwater permit. By signing the Name/Ownership
Transfer form and Operation and Maintenance Agreement, you have accepted the responsibility for complying
with the terms and conditions outlined in this permit.
The Division is hereby notifying you that the subject permit has been transferred on May 28, 2021. A copy of the
transferred and updated permit and associated documents are enclosed. Please note that this transferred, updated,
and re -issued permit does not impose new or different terms; it merely restates and clarifies some of the previous
terms to provide you with a better understanding of your obligations under the permit.
This permit shall be effective from the date of issuance until February 20, 2028. The project shall be subject to
the conditions and limitations as specified therein and does not supersede any other agency permit that may be
required. 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.
This cover letter, attachments, and all documents on file with DEMLR shall be considered part of this permit and
is herein incorporated by reference.
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.
D ra oft North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 2a4O5
•6+--�+��'� 910.796.7215

State Stormwater Permit No. SW8 060133
Page 2 of 2
If you have any questions, need additional copies of the permit or approved plans, please contact Kelly Johnson in
the Wilmington Regional Office, at [phone] or Kelly Johnson.
Sincerely,
CL4�- �4JO
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: copy of the Permit Transfer Application Form
copy of the signed and approved Operation & Maintenance Agreement
DES/ kpj: \\\Stormwater\Permits & Projects\2006\060133 HDU021 05 permit 060133
cc: Mr. Tom Tucker, Manager, Park at Village Oaks, LLC; previous permittee
315 Friday Drive, Wilmington, NC 28411
Mr. Brad Sedgwick, PE. JBS Consulting, PA
7332 Cotesworth Drive, Wilmington, NC 28405
Wilmington Regional Office Stormwater File
o�vsa u.msr mw` /'
North Carolina Department of Environmental Quailty I Division of Energy, Mineral and Land Resources
Wilmington keglonal Office 1127 Cardinal Drive Extension I Wilmington North Carolina 28405
910.796.7215

State Stormwater Management Systems
Permit No. SW8 060133
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
HIGH DENSITY 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
PVO Leland, LLC
Village Oaks Apartments
413, 415, 417, and 419 Village Road, Leland, Brunswick County
FOR THE
construction, operation and maintenance of 2 wet detention ponds in compliance with
the provisions 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 (DEMLR or Division) and considered a part of this permit.
This permit shall be effective from the date of issuance until February 20, 2028, and
shall be subject to the following specified conditions and limitations:
1. 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 1.6 on page 3 of this permit. Pond # 1 has been
designed to handle the runoff from 86,750 square feet of impervious area. Pond
# 2 has been designed to handle the runoff from 95,540 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. There is no built -upon area allocated for
future development in this permit.
4. 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.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 060133
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
P,,ond 1--
Pond 2
Drainage Area
Onsite
Offsite
Acres
ft2
ft2
2.94
128,177
0
3.00
130,940
0
Total Impervious Surfaces
ft2
86,750
95,540
Design Storm
inches
1 (1.5 for 2,200 new BUA)
1
Pond Depth
feet
5.0
5.0
TSS removal efficiency
%
90
90
Permanent Pool Elevation
FMSL
16.0
16.0
Permanent Pool Surface Area
ft2
6,268
7,183
Permitted Storage Volume
ft3
8,138
7,859
Temporary Storage Elevation
FMSL
17.2
17.0
Controlling Orifice
"0 pipe
1.25
1.25
Permitted Forebay Volume
ft3
2,419
2,851
Receiving Stream:.
Ut to Sturgeon Creek
River Basin
Cape Fear
Stream Index Number
��;,,•,�M
18-77-1
Classification of Water Body="`
``
C;Sw
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.
The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. 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 outlet structure, orifice device, flow
spreader, catch basins and piping.
a. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DEMLR. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 060133
5. Decorative spray fountains will be allowed in the stormwater treatment system,
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 pond, away
from the shoreline.
f. The maximum horsepower for a fountain in either pond is 1/8 horsepower.
6. 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.
7. 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. The
permittee shall submit the Certification to the Division within 30 days of
completion of the project.
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 shall be maintained via appropriate
easements at all times.
10. No person or entity, including the permittee, shall alter any component shown in
the approved plans and specifications. Prior to the construction of any
modification to the approved plans, the permittee shall submit to the Director, and
shall have received approval for modified plans, specifications, and calculations
including, but not limited to, those listed below. For changes to the project or
SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ
regional office upon completion of the modification:
a. Any modification to the approved plans and specifications, regardless of
size including the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or
part of the project and/or property area as reported in the approved plans
and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing
of any component of the approved SCM(s), the stormwater collection
system and/or vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public
trails, or landscaping material to be considered a permeable surface that
were not included in the approved plans and specifications.
g. Other modifications as determined by the Director.
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 060133
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
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 y the required tee 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. The assignment or conveyance of declarant rights to another individual or
entity;
c. The sale or conveyance of the common areas to a Homeowner's or
Property Owner's Association, subject to the requirements of NCGS 143-
214.7(c2);
d. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS
55-14-05 or NCGS 57D-6-07 and 08;
e. Bankruptcy,
f. Foreclosure, subject to the requirements of Session Law 2013-121.
The permittee is responsible for compliance with all permit conditions until such
time as 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 stormwater permit.
Current Permittee Name or Address Changes: The permittee shall submit a
completed "Permit Information Update Application Form" (available on the
Division website tote Uivision witrun 30 clays 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.
4. Any individual or entity found to be in noncompliance with the provisions of this
stormwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in NCGS 143 Article 21.
5. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
6. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 060133
The permittee grants DEQ Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
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.
Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
10. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
11. The permittee shall submit a permit renewal application request and renewal fee
at least 180 days prior to the expiration date of this permit.
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 p5A NCAC
02H.1045(3).
Permit transferred and reissued this the 28th day of May 2021
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
F Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
L'�i'i�T[1�[Ti1T:�i�y'dE:IrZ�3�Z�kZr3
Page 7 of 7

Permit Number: L�/ ✓ _3 I% D 2)
(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
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basil.
— If the basil must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minim zed to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
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:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.3 Page 1 of 4

Permit Number:
(to be provided by DTVQ)
Drainage Area Number:
BMP element:
Potentialproblem:
Flow I will remediate theproblem:
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 if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.3 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
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 3.75 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 3.00 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
13.0 1
-----------------
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
i ft Min.
Sediment
Storage
Permanent Pool Elevation 16.0
Pool
Sediment Removal Elevation 1225 Volumt
----------------------- ------
Bottom Elevation
MAIN POND
1-ft
Storage
Form S W401-Wet Detention Basin O&M-Rev.3 Page 3 of 4

Permit Number:
(to be proWded 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: Village Oaks Apartments
BMP drainage area number:
Print name: Tom Tucker, Park at Village Oaks, L.L.C.
Title: Managing Member
Address: 315 Friday Drive, Wilmington, NC 28411
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.
✓Ip '' II , a Notary Public for the State of
County of �P_t�.) krYA. jee- , do hereby certify that
I {'lorna8 ,i personally appeared before me this 30
day of fiand acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
REBECCA A. GREEN
NOTARY PUBLIC
� NEW HANOVER COUNTY, N.C.
'Ay Gommissron EsDl2s 3-3-2009
SEAL
My commission expires �n v 'S d=
Form SW401-Wet Detention Basin O&M-Rev.3 Page 4 of 4

I'cl I11II i\�Illlll)l;l: •-�(��D/(/Q (/��,� ///�
(to be provided by DlVQ)
Drainage Arca Vumber._L
Wet Detention Basin Operation aild Maiirtenarice Agreement
I will keep a maintenance record on this B\MP. This maintenance record will be kept in
log in a known set location.:Any deficient BiMP elements noted in the insper.tiou will be
corrected, repaired or replaced immediately. These deficiencies can affect [lie inteurity
of structures, safety of the public, and the removal efficiency of the BIMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
Tlus system (check one):
El
does t�_' does not incorporate a vegetated filter at the nutlet. —�q
This system (check oil(,,): I t,
❑ does ;< does not incorporate pretreatment other than a forebay.
ry
important maintenance procedures:
- Immediately after the wet detention bashi is established, the plants on the'
vegetated shelf and perimeter of tire basin should be watered twwe weekly if 1
needed, until the plants become established (coilimonl), six wi:eks). m - No portion of the wet detention pond shotdd be feitihzed 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 drainecl for an emergency or to perform maintenance. t:hla
flushing of sedunent through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankmenP.
After the cvet detention pond is established, it should be inspected ollce a month and
within 24 hours after every storm event greater than 7..0 inches (ur 7.5 inches if in a ' PIAR J
Coastal County). Records of operation and maintenance should be kept in a known sPtV.` zUi J
t.
location and must be available upon request.
inspection activities shall be perforated as follows. Any problems that are founcl shall���
be repaired inunediately.
Rbfl' element: Potential problem: How I ll reu ndiafc _ the luuc oble
1'he entire I3 Vt1' Trash/debris s present Remove with_e trash/debris. - _
The perimeter of the wet :\reas of bare soil and/or ReYrade, the soil if necessary to
detention baser erosive gullies have formecl. Iemoyc the gully, and then plant a
ground cover and water until it is
established. P[OVlde lime and a
ono -time (rlf it i,^.rr :Iry a ivn.
Vegetation is too short or too r\Maintain vegetation at ac.height of
Ion,. I approximmely six inI•hr•c
Forst SW401-Wet Detention Basin 0&Iv1-Rcv.3
Page 1 of=1

Permit Number:
(to be provided by LlnQ)
Drainage Area Number:
131 -element:
Potential prnblom:
Flow I will remediate the probiern:
The inlet device pipe or
Swale
The pipe is clogged.
Unclog the pipe Dispose of the �I
sediment off -site.
The pipe is cracked or
otherwise cimta ed.
Replace the pipe.
Erosion is occurring in the
swale.
Regrade the swale if necessary to
smooth it over and provide erosion
control devices such as reinforced
_
The foiebay
Sediment has accumulated to
turf malting or riprap to avoid
future problems with erosion. _
Scarch for the SOUrie of the
a depth greater than the
original design depth for
sediment and remedy the pioblern if
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BIVI .
Erosion has occurred.
Provide additional erosion
protection such as reinforced tirif
_
matting m 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 vegetated shelf
Best professional practices
show that pruning is needed
the plants rather than spraying,.
Prune according to best professional
practices
to maintain optimal plant
health.
Plants are dead, dlsea5ed OI'
Determine the, sOnrce 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 main treatment area
_
Sediment has accumulated to
the plants rather Chan sprayit�.
Search lot die source of the
a depth greater thml the
original design sediment
sedimentand renwdy tie problem if
possible. Remove the sediment and
storage depth.
dispose. of it in a location where it
will not cause impacts to streams or
the B&I P.
Algal growth covers over
Consult a professional to remove
50% of the area,
and control the algal Ll_orrth.
Cattail::, phraginiter or other
Invasive plants Covet. 50% of
the basin surface
Remove the plants by wiping them
with pemiddv, (do not sprllv).
k1A4 0 1 2021 . {
fonts SW401-\Vet Detention Basin O&M-ltev.i By: -- pace 2 of l

I
omit Number:
6'o be ppovided by DfVO)
Drainage Area Number:
13 4p element:
Potential problem:
Iow I_wiII remedi ate the problem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
i
on the embankment.
Evidence of urnskrat or
Usc it to rauove ntrtskr, is ;mei
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a data safety specialist to
the embankment.
remove the tree.
An arurual inspection by an
_
Make all needed repairs.
appropriate professional
shows that tile embankment
needs repair.
the OutletdevlcL
clogglilghas occuned.
Clean out theQuttettlevlce. Disp(.isu
of the sectiment off -site.
_
The outlet device is damaged
Re rat it or replace the outlet device.
The receiving water
_
Erosion or other signs of
Contact the local nC Division of
danmge have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 9t9-733-
1756.
The measuring device used to determine the sectiment elevation shall be such
that it will give all accurate depot reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 3.75 feet in the main pond, the
secliment shall be removed.
When the permanent pool depth reads 3.00 feet in the forebay, the secliment
shall be removecl.
BASIN DIAGRAM
('fill in the blanks)
0 Permanent Pool Elevation 16.0
Sed ment Removnl E Pe mm�en fool
----------- --- Volume Sedaunt Removal tilevation 12.?i Volume
Bottom lilevatiol 12.0-ft\4in.------------------_-J_____ — ______/
--- Sediment Bottom Elmition 11.0 1-rt \, $"
Storage Sedium
Swine
F01ZF,1iAY !91A1N POND
MAR
AR 6 1 2021
Form SW401-Wet Deteation Basin 0&bf-1(ev.3 BY. Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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.
Print name: Pancham Gupta, PVO Leland LLC
Title: Managing Member
Address: 471 N Broadway, #351, Jericho, NY 11753
05/20/2021
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/ A/ew yCY—k--
County of `/ Va S 5 C JJ —,do hereby certify that 1 blc'n ' G 0,0
personally appeared before me this day of QO D 1, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
JOSE ANTHONY RODRIGUEZ
Notary Public - State of New York
NO. 01 R06405512
Qualified in Suffolk County
My Commission Expires Mar 9, 2024
SEAL
My commission expires 03)C)q)aU
Form S WU-102 Rev 3.99 Page 4 of 4

Permit Nuntber.��%��� -?� /41 O D.
(to be prorided by DYVQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BNIP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
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:
Potentialproblem:
FIow I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.3 Page 1 of 4

Permit Number:
(to be provided by D6VQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
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 if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are (lead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the IMP.
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.
Form SW401-Wet Detention Basin O&M-Rev.3 Page 2 of 4

Permit Number:
(to be provided by DiVQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
I 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 3.75 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 3.00 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
13.0 I
-----------------
BASIN DIAGRAM
(fill in the blanks)
t ft Min.
Sediment
Storage
Permanent Pool Elevation 16.0
Pool
Sediment Removal Elevation 1225 Volum,
----------------------- I ------
Bottom Elevation
Storage
FORE,BAY
MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.3 Page 3 of 4

Pennit
(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: Village Oaks Apartments
BMP drainage area number: 2
Print name: Tom Tucker, Park at Villagc Oaks, L.L.C.
Title: Managing Member
Address: 315 Friday Drive, Wilmington, NC 28411
Signature: /gam/IA0170 4 U/ /-eh
Date: 2 —1?0 - op
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.
1, G�CG! . �yGCn , 1 I I, a Notary Public for the State of
t
�.ID//41 eatoll raL County of Net) ttanpuei/ , do hereby certify that
/ �rVtdL9"IZ e, I�e e- personally appeared before me this 3o
day of JuAu �-Voj , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
P
REBECA AGRI (NOTAR`( PUBLICNEW HANOVER COUNTY, N.CMy Commission Expires 3-3-2009
SEAL
My commission expires MAKc�' 3 ,-:)-tro,
Form SW401-Wet Detention Basin O&M-Rev.3 Page 4 of 4

DEMLR USE ONLY
Date a eived
Fee Paid
Permit Number
3 17
7,5 1
S09 06 D 3
nc DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT TRANSFER APPLICATION FORM
Pursuant to 15A NCAC 02H.1045 and other applicable statues as reference within
Only complete applications packages will be accepted and reviewed. This form and the required items (with
original signatures) must be sent to the appropriate DEMLR Regional Office, which can be determined by locating
the project on the interactive online map at., http://deo.nc.govlcontactlregional-offices.
After this application is accepted, DEMLR will conduct a compliance inspection and report any deficiencies to the
current permittee and/or the proposed permittee. Per the state stormwater rules and the state stormwater permit
conditions, the permit shall not be transferred until:
1. the current permittee resolves all non-compliance issues identified in the inspection report;
2. the current permittee negotiates a resolution with the proposed permittee (in writing and signed by both
entities. The negotiated resolution must identify the necessary actions, the responsible party(ies), and the
timelines to correct the deficiencies. The site must either be found in compliance or a copy of the
negotiated resolution must be submitted prior to the transfer of the permit.); or
3. in the case where a transfer falls under G.S. 143-214.7(c2) (see also SL 2011-256), the proposed
permittee resolves all non-compliance issues upon acquiring the permit.
Signature requirements for the named signing official (for current and proposed permittee) must meet the following:
• Corporation - a principal executive officer of at least the level of vice-president;
• Limited Liability Company (LLC) - the designated manager; (Documentation from the NC Secretary of
State or other official documentation must be provided that states the titles and positions held by the
person who signed the application (pursuant to 02H.1040) that shows they have legal authority to sign for
the LLC)
• Municipality - a ranking official or duly authorized employee;
• Partnership or limited partnership - the general partner;
• Sole proprietor;
• The signature of the consultant or other agent shall be accepted on this permit transfer application only if
accompanied by a letter of authorization signed by one of the signatories noted in a-e above, as
applicable.
A. GENERAL INFORMATION
1. State Stormwater Permit Number:
2. Project name: Village Oaks Apartments
Is this an updated project name from the current permit? ❑ Yes ® No
3. Reason for the permit transfer request:
The entire property is under contract to be sold.
MAC 01 2021 ��
Stormwater Permit Transfer Application Form Page 1 of 7 April 27, 2018

B. PERSON(S) WHO HAVE SIGNED THIS FORM (select only one response below)
® 1. Both the current and proposed permittees
❑ 2. Only the current permittee of a condominium or planned community (skip Part F & G).
In accordance with G.S. 143-214.7(c2) (see also SL 2011-256), this type of transfer is allowed only
when all of the following items can be truthfully checked:
❑ Any common areas related to the operation and maintenance of the stormwater management
system have been conveyed to the unit owners' association or owners' association in
accordance with the declaration;
❑ The declarant has conveyed at least fifty percent (50%) of the units or lots to owners other than
a declarant (provide documentation per submittal requirements below);
❑ The stormwater management system is in compliance with the stormwater permit.
NOTE: If subdivision was built prior to 1999, the Declarant's Attorney can make a determination that
the elements of the Planned Community Act (see §47F) have been met by the Declarant for the
subdivision. If the Declarant chooses to use this type of transfer, the determination must be in
writing, signed by the attorney, and submitted to DEMLR with this form.
❑ 3. Only the proposed permittee (skip Part D below).
In accordance with G.S. 143-214.7(c5) (see also SL 2013-121), this type of transfer is allowed only
when all of the following items can be truthfully checked:
❑ a. The proposed permittee is either (select one of the following):
❑ The successor -owner who holds title to the property on which the permitted activity is
occurring or will occur;
❑ The successor -owner who is the sole claimant of the right to engage in the permitted
activity.
❑ b. The current permittee is (select at least one of the following, but all that apply):
❑ A natural person who is deceased.
❑ A partnership, Limited Liability Corporation, corporation, or any other business
association that has been dissolved
❑ A person who has been lawfully and finally divested of title to the property on which the
permitted activity is occurring or will occur.
❑ A person who has sold the property on which the permitted activity is occurring or will
occur.
❑ Other (please explain):
❑ c. The proposed permittee agrees to the following requirements (all must be selected):
❑ There will be no substantial change in the permitted activity.
❑ The permit holder shall comply with all terms and conditions of the permit until such -
time as the permit is transferred.
❑ The successor -owner shall comply with all terms and conditions of the permit once the
permit has been transferred.
ViAR 0 1 2021
By:—
Stormwater Permit Transfer Application Form Page 2 of 7 April 27, 2018

C. SUBMITTAL REQUIREMENTS
Please mark 'Y" to confirm the items are included with this form. Please mark X' if previously provided. If not
applicable or not available, please mark N/A.:
Y 1. A processing fee of five hundred and five dollars ($505.00) per G.S. 143-215.3D(e)(2).
Y 2. Two hard copies (with original signatures) and one electronic copy of this completed form and the
required items.
Y 3. For proposed permittees that are corporations or LLC's, documentation from the NC Secretary of
State demonstrating that the proposed permittee is a legal and viable entity able to conduct
business in North Carolina.
Y 4. If Part B, Items 1 or 3 of this form is selected, the signed and notarized
applicable O&M agreement(s) from the proposed permittee, as required by the permit.
Y 5. Legal documentation that the property has transferred to the proposed permittee (such as a
recorded deed for the property, uncompleted development and/or common areas) or legal
documentation demonstrating that the proposed permittee is the sole claimant of the right to
engage in the permitted activity.
Y 6. If required by the permit and if the project has been built, a signed, sealed and dated certification
document from a licensed professional stating that the stormwater management system has been
inspected and that it has been built and maintained in accordance with the approved plans.
Y 7. A copy of the recorded covenants and deed restrictions, if required by the permit. If the project has
been built, documentation that the maximum allowed per lot built -upon area or the maximum
allowed total built -upon area has not been exceeded. If the project has not been built, the new
owner shall provide a signed agreement to submit final recorded deed restrictions and protective
covenants.
N/A 8. If transferring under G.S. 143-214.7(c2) (i.e., Part B, Item 2 of this form is selected),
documentation verifying that 50% or more of the lots have been conveyed to individuals (not
builders). Copies of the deeds of conveyance or a chart listing the lot number, lot address,
owner's name, conveyance date and deed book and page number are acceptable.
N/A 9. If transferring under G.S. 143-214.7(c5) (i.e., Part B, Item 3 of this form is selected), provide legal
documentation supporting the dissolution of the corporation or documentation supporting the
current permittee was lawfully and finally divested of title of the property.
N/A 10. A copy of the lease agreement if the proposed permittee is the lessee.
Y 11. A copy of the pending sales agreement if the proposed permittee is the purchaser.
N/A 12. A copy of the development agreement if the proposed permittee is the developer.
MAR 0 1 2021
BY:_
Stormwater Permit Transfer Application Form Page 3 of 7 April 27, 2018

D. CURRENT PERMITTEE INFORMATION AND CERTIFICATION Please be sure to provide Email.
1. Current Permit Holder's Company Name/Organization: Park at Village Oaks, LLC
2. Signing Official's Name: Tom Tucker
3. Signing Official's Title: Member -Manager
4. Mailing Address: 315 Friday Drive
City: Wilmington State: NC ZIP: 28411
5. Street Address: 315 Friday Drive
City: Wilmington State: NC ZIP: 28411
6. Phone: [phone] Email: tntucker100(o)gmail.com
1, Tom Tucker, the current permittee, am submitting this application for a transfer of ownership for the above listed
stormwater permit under the General Statute and Session Law identified on Page 1 of this application. I hereby
notify DEMLR of the sale or other legal transfer of the property/project and/or the stormwater system associated
with this permit. I have provided a copy of the following documents to the proposed permittee named in this
application form: (select all that apply)
® the most recent permit;
® the designer's certification for each SCM;
® any recorded deed restrictions, covenants, common areas, drainage easements or plats;
® the approved plans and/or approved as -built plans;
® the approved operation and maintenance agreement;
❑ past maintenance records from the previous permittee (where required);
® a copy of the most recent inspection report;
I further attest that this application and request for a permit transfer is accurate and complete to the best of my
knowledge. I attest that I have provided all of the required items per the law to transfer this permit. I understand
that if all required parts of this request are not completed or if all required supporting information and attachments
listed above are not included, this request package will be returned as incomplete. I assign all rights and
obligations as permittee to the proposed permittee named below. I understand that this request to transfer the
permit may ngF¢e roved by the DEA unlessss and until the facility is in compliance with the permit.
Signature: ((C/dJ) I/�1''[vi 0— Date: February 2.�/, 2021
a Notary Public for the State of
North Carolina, County of New Hanover, do hereby certify that Tom Tucker personally appeared before me this
the 04. day of February, 2021, and acknowledge the due execution of the forgoing instrument.
6 - 7
MAR 0 1 2021
BY:
Stonnwater Permit Transfer Application Form Page 4 of 7 April 27, 2018

E. PROPOSED PERMITTEE INFORMATION
1. The proposed permittee is the:
Property owner (Also complete Part F.)
❑ Home Owners Association (HOA), Property Owners Association (POA), or Unit Owner Association
(UOA) (Also complete Part F.)
❑ Lessee - Attach a copy of the lease agreement. Both the lessee and the property owner will appear on
Are permit as co-permittees. If the lease is terminated, responsibility for the permit reverts to the property
owner. (Also complete Parts F & G.)
chaser - Attach a copy of the pending sales agreement. The permit will require submission of a copy
he recorded deed after the purchase has taken place. If the purchase agreement is cancelled the
mit reverts to the property owner. (Also complete Parts F & G.)
❑ Developer - Attach a copy of the development agreement. Both the developer and the property owner
will appear on the permit as co-permittees. If the development agreement is terminated, responsibility for
the permit reverts to the property owner. (Also complete Parts F & G.)
2. Proposed permittee name (check one of the following and provide the name):
no
WE
■
Corporation, LLC, Partnership, Municipality name: PVO Leland LLC
HOA I POA I UOA name:
Sole Proprietor
3. Proposed permittee contact information:
Please be sure to provide Email.
a. Signing Official's Name: Pancham Gupta
b. Signing Official's Title: Manager of Mesos Capital LLC the Manager of Proposed Permittee
c. Mailing Address: 471 N. Broadway, #351
City: Jericho State: NY ZIP: 11753
d. Street Address: 471 N. Broadway, #351
City: Jericho State: NY ZIP: 11753
e. Phone: [phone] Email: pancham.qupta@mesoscar)ital.com
4. If there is a Management Entity that manages the property for an HOA, POA or UOA, please provide:
Please be sure to provide Email.
a. Management Company or Business name: Wellington Advisors. LLC
b. Contact Name: Sharon Parker Title: Manager
c. Mailing Address: 2121 Eastchester Or # 103
d. City: High Point State: NC ZIP: 27265
e. Phone: [phone] Email: Parkatvillageoaks(oi)wellingtonadvisors.com
hC tl.r it 'J n,�
MAR 0 1 ZR
BY
Stormwater Permit Transfer Application Form Page 5 of 7
April 27, 2018

F. PROPOSED PERMITTEE CERTIFICATION
I, Pancham Gupta , hereby notify the DEMLR that PVO Leland, LLC acquired through
sale, the project/property covered by the stormwater management permit and/or the responsibility for constructing
and/or operating and maintaining the permitted stormwater management system. I acknowledge and attest that I
have received a copy of: (select all that apply):
® the most recent permit;
® the designer's certification for each SCM;
® any recorded deed restrictions, covenants, common areas, drainage easements or plats;
® the approved plans and/or approved as -built plans;
® the approved operation and maintenance agreement;
❑ past maintenance records from the previous permittee (where required);
® a copy of the most recent inspection report;
❑ Check here if the proposed permittee agrees to be the entity responsible for addressing any compliance
issues outlined in the Compliance Inspection Report. If checked, the proposed permittee must provide a
written document statement, with a "plan of action and schedule" addressed to this office stating that they will
bring the project into compliance upon receipt of the transferred permit. This written 'plan of action and
schedule" must be received by the Division before the Division will transfer the permit.
I have reviewed the permit, approved plans and other documents listed above, and I acknowledge that I will
comply with the terms and conditions of the permit. I will operate and maintain the approved stormwater
management system pursuant to the requirements listed in the permit and in the operation and maintenance
agreement.
Signature: 1 Date: February LL, 2021
I, , a Notary Public for the State of MCI A) !PP L ,
County o N(1SCCt U do hereby certify that Pancham Gupta personally appeared before me
this the 11 day of February, 2021, and acknowledge the due execution of the forgoing instrument. Witness my
hand and official seal,
(Notary Seal)
Notary Signature:4(.Q A)�(71( ? KA_
My commission expires I Zl l C) Z
KELLY N.EARLEY
NOTARY PUBLIC - STATE OF NEW YORK
NO. 01 EA6384339
QUALIFIED IN NASSAU COUNTY
COMMISSION EXPIRES 12/10/2022
MAR 0 1 2021
1
BY:_�
Stormwater Permit Transfer Application Form Page 6 of 7 April 27, 2018

G. PROPERTY OWNER INFORMATION AND CERTIFICATION
Fill out this section only if the property owner is different from the proposed permittee. The permit will revert to
the property owner if the purchase agreement, development agreement or lease expires or is terminated.
Company Name/Organization: Park at Village Oaks LLC
Signing Official's Printed Name: Tom Tucker
Signing Official's Title: Member -Manager
Mailing Address: 315 Friday Drive
City: Wilmington State: NC ZIP: 28411
Phone: [phone] Email: tntuckerl00(a)gmail. com
I, Tom Tucker L2, 1 1 L� hereby certify that Park at Village Oaks, LLC currently owns
the property i el ti ied in this permit transfer document and acknowledge that the Proposed Permittee listed in
Part F will be purchasing the property. A copy of the purchase agreement and the assignment thereof, which
names the party responsible for the construction and/or operation and maintenance of the stormwater system,
has been provided with the permit transfer request.
I agree to notify DEMLR within 30 days if there are any changes to the purchase agreement and will submit the
applicable completed and signed Permit Information Update Form, or Permit Transfer Application Form to
address these changes. As the legal property owner, I acknowledge, understand, and agree by my signature
below, that the permit will revert to me and I will be responsible for complying with the DEMLR Stormwater permit
if the property purchase is cancelled or defaults. I understand that any individual or entity found to be in
noncompliance with the provisions of the s ormwater anagement permit or the stormwater rules, is subject to
enforcement action as set forth in PQ�e ral Sta e N ) 143,E rticle 21.
Signature of the property owner c-/ // Date: February _Z2, 2021
C,&. ,-0- L, 0" 11 (+ 4n S , a Notary Public for the State of North Carolina, County of New
Harigv 7'=4 r4Dy certify that Tom Tucker personally appeared before me this the L day of February, 2021,
due execution of the forgoing instrument. Witness my hand and official seal,
��P✓
My commission expires 6 -
MAQ 01 2021 �,t.
Stormwater Permit Transfer Application Form Page 7 of 7 April 27, 2018

Permit No.SW$ O(oOk33
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMI NF PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This fibrin may be photocopied for use as an original
DWQ Stonnwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin supplement for
each basin, design calculations, and plans and specifications showing all basin and outlet structure details.
1. PROJECT INFORMATION
Project Name: Village Oaks
Contact Person: Mark N. Hargrove, PE Phone Number: 910-256-9277
For projects with multiple basins, specify which basin this workshcet applies to:
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
Permanent Pool Surface Area
Drainage Area
Impervious Area
vohmles
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
other parameters
SA/DAl
Diameter of Orifice
Design Rainfall
Design TSS Removal2
Footnotes:
ft. (floor of the basin)
ft. (elevation of the orifice)
ft. (elevation of the discharge structure overflon)
6056 sq. fL (water surface area at the orifice elevation)
2.86 ac. (on -site and off -site drainage to the basin)
1.94 ac. (on -site and off -site drainage to the basin)
11,588 cu. ft. (combined volume of main basin and foreboy)
7,315 cu. ft. (volume detained above the permanent pool)
2,419 eu.ft.(crpproximately20%cftotal vollone)
(surface area to drainage area ratio from, DWQ table)
in. (2 to 5 day lemporary pool draw -down required)
in.
% (minimum'5%required)
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based
upon the actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the
correct value for nonstandard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to
provide 90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90%
TSS removal.
Form SWU-102 Rev3.99 Page I of

II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C.
Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section: 15 A
NCAC 21-1. 1008.
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is
attached. If the applicant has designated an agent in the Stormwater Management permit Application Form, the agent may
initial below. If a requirement has not been met, attach justification.
Applicants Initials
INAI§ a.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
R1NF� b.
The forebay volume is approximately equal to 20% of the basin volume.
MNIi c.
The temporary pool controls runoff from the design storm event.
M�✓%} d.
The temporary pool draws down in 2 to 5 days.
e.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive Flow calculations)
roA f.
The basin length to width ratio is greater than 3: I.
/210 g.
The basin side slopes above the permanent pool are no steeper than 3: I.
'414 h.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
PO i.
Vegetative cover above the permanent pool elevation is specified.
MA)A J.
A trash rack or similar device is provided for both the overflow and orifice.
4A k.
A recorded drainage easement is provided for each basin including access to nearest right-of-way.
MPY 1.
If the basin is used for sediment and erosion control during construction, clean out of the basin is
specified prior to use as a wet detention basin.
In NY in.
A mechanism is specified which will drain the basin for maintenance or an emergency.
(Pond will be pumped clown by mechanical means if required.)
HI. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
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) O does does not incorporate a vegetated filter at the outlet.
This system (check one) O does does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, vegetated
cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within 2
to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative cover
to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain proper
functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is reduced to
75% of the original design depth (see diagram below). Removed sediment shall be disposed of in an appropriate
manner and shall be handled in a manner that will not adversely impact water quality (i.e. stockpiling near a wet
detention basin or stream, etc.).
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 3.75 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3.00 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 6o
Sediment Re oval El. 13.0 75 v
-------------- -- Sediment Removal Elevation ��• 15 75ck
Bottom Ele ation la.o %-------------=------------------- ---------1-25%
----
Bottom Elevation 1� •
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and Porebay. berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
Form SWU-102 Rev 3.99 Page 3 of

I acknowledge and agree by my signature below that 1 am responsible for the performance of the seven
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.
Print name: Tom -fucker, Park at Village Oaks, L.L.C.
"Title: Managing Member
Address: 315 Priddy Dr., Wilminkton NC, 28411
Plione: 910-538-5719
Date: 0+
Signature:/ -
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.
1, a Notary Public tar the Slate of
ounty of !/ do hereby certify that�d,
personally appeared before me this 4!!�
da of and acknowledge the due
1'" Y'll �'Y4
b
cxccution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
&TOMIKA Y. STORMS
Notary
Official Seal
Public - North Carolina
New Hanover County
Comm. Er Tres reb.1,1010
SEAL
My commission expires
Form SWU-102 Rev 3.99 Page 4 ol'4

c
w
o_ := �
�nM1
'u �
o
i = �"
S r7
�:

Perin it No.5 V4 o`33
(to he provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may he pholocopied.for use as an original
DWO Stormwater Management Plan Review:
A complete stornovater management plan submittal includes an application form, a wet detention basin supplement for
each basin, design calculations, and plans and specifications showing all basin and outlet structure details.
1. PROJECT INFORMATION
Project Name: Village Oaks Apartments
Contact Person: Mark N. Hargrove, PE Phone Number: 910-256-9277
For projects with multiple basins, specify which basin this worksheet applies to: I
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
Permanent Pool Surface Area
Drainage Area
Impervious Area
voltnnes
Permanent Pool Volume
Temporary Pool VOlunte
Forebay Volume
other parameters
SA/DA
Diameter of Orifice
Design Rainfall
Design TSS Removal2
Footnotes:
11.0 it. (floor of the hasin)
160 ft. (elevation of the orifice)
17.1 ft. (elevation of the discharge structure overflou)
6 056 sq. ft (water surface area at the orijice elevation)
2 94 ac. (on -site and off-sile drainage to the basin)
1.91 ac. (on -rile and off site drainage to the hasin)
11,588 cu. ft. (combined volume of main hasin and farebauj)
7,315 cu. ft. (voltane detained above the permanent pool)
9 419 Co. ft. (approximately 20% of total voltane)
4.66 (surface area to drainage area ratio front. DWQ /able)
1.25 in. (2 to 5 day temporary pool dranv-down required)
I in.
90 % (minimum 85%required)
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based
upon the actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the
correct value for nonstandard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to
provide 90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90%
TSS removal.
Form SWU-102 Rev 3.99 Page I of

II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C.
Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section: 15 A
NCAC 2I-1. 1008.
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is
attached. If the applicant has designated an agent in the Stormwater Management Permit Application Form, the agent may
initial below. If a requirement has not been met, attach justification.
Applicants Initials
a.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
�_'-n`N
b.
The forebay volume is approximately equal to 20% of the basin volume.
Oxa µ c.
The temporary pool controls runoff from the design storm event.
N� d.
The temporary pool draws down in 2 to 5 days.
w a9 e.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow calculations)
Jn A74 f.
The basin length to width *ratio is greater than 3: 1.
MOW g.
The basin side slopes above the permanent pool are no steeper than 3: 1.
AN 9 It.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
NO# —t i.
Vegetative cover above the permanent pool elevation is specified.
ptpl%h j.
A trash rack or similar device is provided I'or both the overflow and orifice.
—_ k.
A recorded drainage easement is provided for each basin including access to nearest right-of-way.
I.
If the basin is used for sediment and erosion control during construction, clean out of the basin is
specified prior to use as a wet detention basin.
M Ny in.
A mechanism is specified which will drain the basin for maintenance or an emergency.
P6J& 1 be pvn p� d4orrn 6r Mec,k"6 t:a/ Ateast S 1¢- r41v:red
HI. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
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) 0 does Na does not incorporate a vegetated filter at the outlet.
This system (check
one) 0 does P does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment acemnulation, erosion, trash accumulation, vegetated
cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within 2
to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative cover
to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain proper
functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is reduced to
75% of the original design depth (see diagram below). Removed sediment shall be disposed of in an appropriate
manner and shall be handled in a manner that will not adversely impact water quality (i.e. stockpiling near a wet
detention basin or stream, etc.).
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 accummlatcd sediments.
3.75 4-
When the permanent pool depth reads feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads �4 Ice[ in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(till in /he blankv)
0 Permanent Pool Elevation 16
Sediment Re oval El. 3• 75
------ I---o -- - Sediment Removal Elevation I a. 5 75%
Bottom Ele ation I a , D % ----------=------------------------------125%
----
BottomElevation ��'�
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin most be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
Form SWU-102 Rev 3.99 Page 3 of

I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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.
Print name: John Lare, Park at Villaac Oaks, L.L.C.
Title: Manahina Member
Address: 315 Friday Dr., Wilmington NC, 28411
Phone: [phone]
Date:
Signature:
Note: The legal I /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.
1, Om' / a Notary Public for the State/of A4-{7 /d��l✓
County of AILG/7Ud� do hereby certify that
personally appeared before me this 2 day of ,20d and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
TOMIKAY. STORMS
} official Seal
Notary Public - North Carolina
New Hanover County
• M Comm, Expires Feb. 1, 2010
SEAL
My commission expires
Form SWU-102 Rev 3.99 Page 4 of

Permit No
O MA
0�
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied.for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin supplement for
each basin, design calculations, and plans and specifications showing all basin and outlet structure details.
1. PROJECT INFORMATION
Project Name: Village Oaks Apartments
Contact Person
Mark N. Hargrove, PE Phone Number: 910-256-9277
For projects with multiple basins, specify which basin this worksheet applies to:
elevation.%
Basin Bottom Elevation
11.0
ft.
(floor of the basin)
Permanent Pool Elevation
160
ft.
(elevation of the orifice)
Temporary Pool Elevation
17.0
ft.
(elevation of the discharge structure overflou)
areas
lo`1n,8
�c
ob-moo-o�
Permanent Pool Surface Area
T-T"
sq.
ft.
(water surface area at the orifice elevation)
Drainage Area
3_06
ac.
(on -site and off -site drainage to the basin)
Impervious Area
2.20
ac.
(on -site and off -site drainage to the basin)
vohnnes
Permanent Pool Volume
13,468
cu.
11.
(combined volume of main basin crud forebay)
Temporary Pool Volume
7,746
cu.
It.
(volume detained above the permanent pool)
Forebay Volume
2 495
cu.
ft.
(approxirruRely 20% of total volume)
other parameters
SA/DA' 5.14 (surface area to drainage area ratio from, DWQ !able)
Diameter of Orifice 1.25 in. (2 to 5 day temporary pool draw -down required)
Design Rainfall 1 in.
Design TSS Removal2 90 % (minimum 85% required)
Footnotes:
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based
upon the actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the
correct value for nonstandard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to
provide 90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90%
TSS removal.
Form S W U-102 Rev 3.99 Page I of 4

II. REQUIRED ITEMS CHECKLIST
'File following checklist outlines design requirements per the Stormwater Best Management practices Manual (N.C.
Department of Environment, llealth and Natural Resources, February 1999) and Administrative Code Section: 15 A
NCAC 211. 1008.
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is
attached. If the applicant has designated an agent in the S(ormwater Management Permit Application Form, the agent may
initial below. If a requirement has not been met, attach justification.
Applicants Initials
d?,V' f a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
Marl b. The forebay volume is approximately equal to 20% of the basin volume.
YAP c. The temporary pool controls runoff from the design storm event.
YM0) d. The temporary pool draws down in 2 to 5 days.
SIR e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow calculations)
N?N1i f. The basin length to width ratio is greater than 3: I.
M1 g. The basin side slopes above the permanent pool are no steeper than 3: I.
prof} h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
MN14' i. Vegetative cover above the permanent pool elevation is specified.
inA)4 j. A trash rack or similar device is provided for both the overflow and orifice.
IJ k. A recorded drainage easement is provided for each basin including access to nearest right-of-way.
MNI� I. If the basin is used for sediment and erosion control during construction, clean out of the basin is
specified prior to use as a wet detention basin.
MNJ} in. A mechanism is specified which will drain the basin for maintenance or an emergency.
(Pond will be pumped down by mechanical means if required.)
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
"file 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) O does does not incorporate a vegetated filter at the outlet.
This system (check one) O does does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, vegetated
cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within 2
to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative cover
to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain proper
functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is reduced to
75% of the original design depth (see diagram below). Removed sediment shall be disposed of in an appropriate
manner and shall be handled in a manner that will not adversely impact water quality (i.e. stockpiling near a wet
detention basin or stream, etc.).
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 3.75 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3.00 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(till in the blanks)
Permanent Pool Elevation 16.0
Sediment Re oval El. 3. 0 75 6
------'------- -- Sediment Removal Elevation 11 % 5 7540
Bottom Ele ation l2.o %--------------------------------------------- f
----
Bottom Elevation f-•0 25%
FOREBAY MAIN POND.
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
Form SWU-102 Rev 3.99 page 3 of

I acknowledge and agree by my signature below that I art responsible for the performance of the seven
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.
Print name: Tom "fucker. Park at Villaec Oaks, L.L.C.
Title: Manaeine Member
Address: 315 Friday Dr, Wilmington NC, 28411
Phone: [phone]
Date
Signa
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.
1, ,197.46 a Notary
unty of f- do hereby cc
personally appeared before me this %day of
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
W
MIKA Y.STORMS
Official Seal
Public -North Carolina
ew Hanover County
mm. Ex Tres Feb. I, 2010
SEAL
My commission expires
For SWU-102 Rcv 3.99 Page 4 ol'4

z si`z YAMII OT
Ira"L Ic::iYil� t
anilwcJrlitaN�:1;1�4yt614i" � ,:'�'
rinY�) S9vOniFi NyV!
NOS j'494Noliq�i.mmo; -

Permit No. S W 00 (, 0 (33
(to be provided by DIVQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This• form may be pholoc•opied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin supplement for
each basin, design calculations, and plans and specifications showing all basin and outlet structure details.
1. PROJECT INFORMATION
Project Name: Village Oaks A
Contact Person: Mark N. Hargrove, PE Phone Number: 910-256--9277
I'or projects with multiple basins, specify which basin this workshecl applies to: 2
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
Permanent Pool Surface Area
Drainage Area
Impervious Area
vohnnes
Permanent Pool Volume
Temporary Pool Volume
I=orebay V0lunnc
other parawelers
SA/DAB
Diameter of Orifice
Design Rainfall
Design TSS Rennoval2
Footnotes:
It. (floor (? the basin)
ft. (elevation of theorfice)
R. (elevation of the discharge structure overflon)
6 978 sq. It. (water surface area at the oritice elevation)
3.02 ac. (on -site and qff-site drainage to the basin)
2.15 ac. (on -site and off -rite drainage to the basin)
13,468 cu. ft. (conhbined volume of main basin and firreboy)
7,746 cu. ft. (volume detained above the permanent pool)
2 495 ca. 11. (approximately 20% of lotal volume)
5.09 (surface area to drainage at -ea ratio four, DWQ table)
1.25 in. (110 5 day temporary pool draw -down required)
I in.
90 % (minimum85%required)
When using the Division SAIDA tables, the correct SAIDA ratio for pernnanent pool sizing should be connputed based
upon the actual impervious % and pernnanent pool depth. Linear interpolation should be employed to dcternninc the
correct value for nonstandard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to
provide 90% TSS removal. The NCDL'NR BMP manual provides design tables for both 85% TSS removal and 90%
TSS rennoval.
Fornn S W U-102 Rcv 3.99 Page I of 4

i
H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwatcr Best Management Practices Manual (N.C.
Department of Environment, 1-Icalth and Natural Resources, February 1999) and Administrative Code Section: 15 A
NCAC 2H. 1008.
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is
attached. If the applicant has designated an agent in the Stormwater Management Permit Application Form, the agent may
initial below. If a requirement has not been met, attach justification.
Applicants Initials
/AA a. The permanent pool depth is between 3 and 6 feel (required minimum of 3 feet).
Mali b. The forebay volume is approximately equal to 20% of the basin volume.
—60 W c. The tcmporary pool controls runoff from the design storm event.
.INN d. The temporary pool draws down in 2 to 5 days.
Me. If required, a 30-Cool vegetative filler is provided at the outlet (include non -erosive flow calculations)
OWN- f. 'file basin length to width *ratio is greater than 3: I.
MN14 g. The basin side slopes above the permanent pool are no steeper than 3: I.
(AP T h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
M104 — i. Vegetative cover above the permanent pool elevation is specified.
A#4 j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-of-way.
�NM I. If the basin is used for sediment and erosion control during construction, clean out of the basin is
specified prior to use as a wet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
Pout w:ll Ae�un p r,/ clnwrt by At eC-k4#ttC.( M.¢ ws . tF I^
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
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) O does)) does not incorporate a vegetated filter at the outlet.
This system (check one) O does 01 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of

i Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, vegetated
cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within 2
to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative cover
to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain proper
Functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is reduced to
75% of the original design depth (see diagram below). Removed sediment shall be disposed of in an appropriate
manner and shall be handled in a manner that will not adversely impact water quality (i.e. stockpiling near a wet
detention basin or stream, etc.).
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.
3,-6 fg-
When the permanent pool depth reads --3' feet in the main pond, the sediment shall be removed.
3.0 &—
When the permanent pool depth reads A' feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation
Sediment Re Lation
1- • 0 75 0
--- -- Sediment Removal Elevation 25 75%
BottomEl2 .o %--------'----=--------------------`---------- -----
BottomElevanon 25%
FOREBAY MAIN POND.
5. Rcmove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
Form SWU-102 Rev 3.99 page 3 of 4

I acknowledge and agree by my signature below that 1 am responsible For the performance of the seven
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.
Print name: John Lare. Park at Villaee Oaks. L.L.C.
Title: Managing Member
Address: 315 Friday Dr, Wilmington NC, 28411
Phone: [phone]
Date: % — c/--
Signature:
Note: The lega)K 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.
1, ��� /YJ5 a Notary Public for the State of
County of ^,doo hereby certify thhat O4-) !i/C
personally appeared before me this9 day of 1• �eero and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
TOM'"Y. STORMS
lk
�,. O'ficiol Seal
Notary Vublic North Carolina
New I'overCounty
M Comm. Expires Feb. 1, 2010
SEAL
My commission expires
Form SWU-102 Rev 3.99 Page 4 of 4

' - •
Permit NO.d 4; D'O
Ito be provided by DWO)
OF W A TF9
O� OG
NCDENR
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 III) must be printed, filled out and submitted along with all of the
required information.
rroleci name
Contact person
Phone number
Date
Drainage area number
II DESIGNIINFORMATION
Site Characteristics
Drainage area
128,177.00 le
Impervious area
86,750.00 )ft'
% impervious
67.68 %
Design rainfall depth
1.00 In
Storage Volume: Non -SR Waters
Minimum volume required
7,928.00
'i'
Volume provided
8,457.00
-ft'
Storage Volume: SR Waters
1-yr, 24-hr runoff depth
_
in
Pre -development 1-yr, 24-hr runoff
ft'
Post -development 1-yr, 24-hr runoff
It
Minimum volume required
It
Volume provided
ft,
Peak Flow Calculations
1-yr, 24-hr rainfall depth
in
Rational C, pre -development
I(unitless)
Rational C, post -development
(unitless)
Rainfall intensity: 1-yr, 24-hr storm
j inlhr
Pre -development 1-yr, 24-hr peak flow
ift'Isec
Post -development 1-yr, 24-hr peak flow
:ft'Isec
Pre/Post 1-yr, 24-hr peak flow control
ft'Isec
Basin Elevations
Basin bottom elevation
11.00
ft
Sediment cleanout elevation
12.25
'ft
Bottom of shelf elevation
14.33
ft
Permanent pool elevation
16.00
ft
SHWT elevation
'It
Top of shelf elevation
16.00
It
Temporary pool elevation
17.20
If
7
DEC 1
I�
Form SW401-Wet Detention Basin-Rev.4 Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by D WO)
Ih DESIGNINFORMATION ;
Volume and Surface Area Calculations
SA/DA ratio
4.84
(unitless)
Surface area at the bottom of shelf
If
Volume at the bottom of shelf
rya
Permanent pool, surface area required
6,204.00
Q2
Permanent pool, surface area provided
6,268.00
ft'
OK
Permanent pool volume
12,067.00
'.ft3
Average depth for SA/DA tables
1.93
it
Minimum of 3 it required, Increase depth
Surface area at the top of shelf
5,059.00
N2
Volume at the lop of shelf
10,125.00
ft'
Forebay volume
2,419.00
ft'
Forebay %of permanent pool volume
20.05
%
OK
Temporary pool, surface area provided
7,863.00
. R2
Drawdown Calculations
Treatment volume drawdown time
2.70
days
OK
Treatment volume discharge rate
0.05
fills
Pre -development 1-yr, 24-hr discharge
ft'/s
Post -development 1-yr, 24-hr discharge
ffa/s
Additional Information
Diameter of orifice
1.25
in
Design TSS removal
90
%
Basin side slopes
3.00
:1
OK
Vegetated shelf slope
6.00
:1
Side Slopes are too steep, maximum 10:1
Vegetated shelf width
10.00
it
OK
Length of fiowpath to width ratio
3.05
:1
OK
Length to width ratio
3.76
:1
OK
Trash rack for overflow & orifice?
y
(Y or N)
OK
Freeboard provided
2.80
ft
OK
Vegetated filter provided?
n
(Y or N)
Design must be based on 90%TSS removal
Recorded drainage easement provided?
y
(Y or N)
OK
Capures all runoff at ultimate build -out?
y
(Y or N)
OK
Drain mechanism for maintenance or emergencies
y
Form SW401-Wet Detention Basin-Rev.4 Pans I. & 11. Design Summary, Page 2 of 2

.. 1 . Permit
(to be provided by DM)
®�� O�O� W ATEgOG
� f
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Pad III) must be printed, filled out and submitted along with all of the required information.
IPROIECTxINF.ORMATION?jk; + tS:;o-SS: 3k:� i t,!a'.'', s. L:. s._l .�,(
Project name Village Oaks Apartments
Contact person Derek M. Roberts. P.E.
Phone number [phone]
Date 16-Dec-08
Drainage area number 2
Site Characteristics
Drainage area
Impervious area
% impervious
Design rainfall depth
Storage Volume: Non -SR Waters
Minimum volume required
Volume provided
Storage Volume: SR Waters
1-yr, 24-hr runoff depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak Flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Basin Elevations
Basin bottom elevation
Sediment cleanout elevation
Bottom of shelf elevation
Permanent pool elevation
SHWT elevation
Top of shelf elevation
Temporary pool elevation
130,940.00 ftz
95,540.00 ft2
72.96 %
1.00 in
7,714.00 ft'
7,897.00 ft3
in
ft3
It,
ft3
ft3
in
(unitless)
(unitless)
inthr
ft3lsee
ft'/sec
ft'Isec
12.25 It
14.33 It
16.00 ft
ft
16.00 ft
17.00 ft
pCC 1 7 2008
BY:
Forth SW401-Wet Detention Basin-Rev.4 Parts I. 8 II. Design Summary, Page i of 2

Permit
(to be provided by DWO)
111. DESIGN INFORMATION
Volume and Surface Area Calculations
SA/DA ratio
5.21
'(unitless)
Surface area at the bottom of shelf
ftz
Volume at the bottom of shelf
ft3
Permanent pool, surface area required
6,822.00
ftz
Permanent pool, surface area provided
7,183.00
ftz
OK
Permanent pool volume
14,152.00
113
Average depth for SA/DA tables
1.97
ft
Minimum of 3 ft required, Increase depth
Surface area at the top of shelf
5,746.00
ftz
Volume at the top of shelf
12,080.00
ft3
Forebay volume
2,851.00
ft'
Forebay % of permanent pool volume
20.15
%
OK
Temporary pool, surface area provided
8,712.00
ffz
Drawdown Calculations
Treatment volume drawdown time
2.70
days
OK
Treatment volume discharge rate
0.04
fta/S
Pre -development 1-yr, 24-hr discharge
ffe/s
Post -development 1-yr, 24-hr discharge
ftl/s
Additional Information
Diameter of orifice
1.25
in
Design TSS removal
90
%
Basin side slopes
3.00
:1
OK
Vegetated shelf slope
6.00
:1
Side Slopes are too steep, maximum 10:1
Vegetated shelf width
10.00
ft
OK
Length of flowpath to width ratio
3.00
:1
OK
Length to width ratio
3.00
:1
OK
Trash rack for overflow 8 orifice?
y
(Y or N)
OK
Freeboard provided
2.00
If
OK
Vegetated filter provided?
in
(Y or N)
Design must be based on 90%TSS removal
Recorded drainage easement provided?
y
(Y or N)
OK
Capures all runoff at ultimate build -out?
y
(Y or N)
OK
Drain mechanism for maintenance or emergencies
y
Farm SW401-Wet Detention Basin-Rev.4 Paris I. 811. Design Summary, Page 2 of 2

r
State Stormwater Management Systems
Permit No. SW8 060133 Modification
Village Oaks Apartments
Stormwater Permit No. SW8 060133 Modification
Brunswick CountV
Designer's Certification
(,Bradford Sed wick P. s a duly registered Engineer
in the State of North Carolina, having been authorized to obsery
full time) the construction of the project,After construction
Village Oaks Apartments
for Tom Tucker (Project Owner) he state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and Specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature ` ,X
Registration Number NC 26378
Date 12/21 /20
SEAL
026378
MAR 0 1202, 1 ,r
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 060133 Modification .
Certification Requirements. -
The drainage area to the system contains approximately the permitted
acreage.
X 2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
X 3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
X 4. All roof drains are located such that the runoff is directed into the system.
X 5. The outlet/bypass structure elevations are per the approved plan.
X 6. The outlet structure is located per the approved plans.
X 7. Trash rack is provided on the outlet/bypass structure.
X 8. All slopes are grassed with permanent vegetation.
X 9. Vegetated slopes are no steeper than 3:1.
X 10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
X 11. The permitted amounts of surface area and/or volume have been
provided.
X 12. Required drawdown devices are correctly sized per the,approved plans.
X 13. All required design depths are provided.'
X 14. All required parts of -the system are provided; such as a vegetated shelf,
and a forebay.
X 15. The required system dimensions are provided per the approved plans_
cc: NCDENR-DWQ Regional Office
Brunswick County, Building Inspections
NARO 12021. '
BYE
Page 7 of 7