HomeMy WebLinkAboutSW8000202_CURRENT PERMIT_20220329STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 o0o2o 2
DOC TYPE
F*_1 CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2oZ 2 0'lj20\
YYYYMMDD
ROY COOPER
Governor
EUZABETH S. BISER
Secretary
BRIAN WRENN
Director
March 29, 2022
NORTH CAROLINA
Environmental QuaUty
Windsor Place Apartments, LLC
Attn: Mark L. Maynard, Manager
332 Military Cutoff
Wilmington, NC 28405
Subject: Permit Transfer / Renewal / Notice of Inspection
Post -Construction Stormwater Management Permit No. SW8 000202
Windsor Place Apartments
Onslow County
Dear Mr. Maynard:
Please reference the following sections regarding transfer and renewal of this permit:
Permit Transfer
The Division of Energy, Mineral and Land Resources received a complete Permit Transfer Application, with
additional information, on January 7, 2022 requesting to transfer ownership of the subject permit under the
provisions of 15A NCAC 02H.1045(1)(a). Staff inspected the project on November 10, 2021, with a follow-up
file review inspection on March 21, 2022, determined that the project is currently in compliance with the terms
and conditions of the state stornwater permit, and confirmed that the requirements have been met, including:
1. The successor -owner of the property has submitted a written request for the transfer of the permit.
Reference is made to the attached signed Permit Transfer Application form;
2. The original permit holder, Biltmark Builders, Inc., was lawfully and finally divested of title to the
property on which the permitted activity is occurring.
3. The successor -owner holds title to the property on which the permitted activity is occurring. Reference is
made to the deed recorded on July 25, 2002 in DB 1874 PG 521 with Onslow County.
4. The successor owner has not proposed any substantial changes to the permitted activity.
5. The updated permit does not impose new or different terms of stormwater control.
By signing the Permit Transfer Application and the 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 permit SW8 000202 has been transferred, updated, and re -issued on March 28, 2022, as
attached.
Permit Renewal
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on March 28, 2022. The Division is hereby notifying you that permit SW8 000202 has been
renewed and re -issued on March 29, 2022, as attached.
This permit shall remain effective until May 24, 2030 and does not supersede any other agency permit that may
be required. The project shall be subject to the conditions and limitations as specified therein. This permit does
not impose new or increased stormwater control requirements or design standards; it clarifies the rules and
requirements of this program to provide you with a better understanding of your obligations under this permit.
Failure to comply with these requirements will result in future compliance problems. Please note that this permit
is not transferable except after notice to and approval by the Division.
IeK - North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
QEQ Wilmington Regional Office 1127 Cardinai Drive Extension I Wilmington, North Carolina 28405
rvorsni c�auw.
910.796.7215
State Stormwater Permit No. SW8 000202
Page 2 of 2
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
OAR within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Steve Pusey in the Wilmington Regional Office,
at phone # (910) 796-7215 or steven.puseygncdenr.gov.
Sincerely,
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C — Permitting History
copy of the Transfer Application documents including Transfer Application Form, signed Operation & Maintenance
Agreement, and certifications.
copy of the latest compliance inspection report
DES/ sgp: \\\Stormwater\Permits & Projects\2000\000202 HD\2022 03 permit 000202
cc: Wilmington Regional Office Stormwater File
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Rirsources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
voarwcaaou�vn
uwnewuaE.wm.aiow7 /-�' 910.79(.,7219
Post -Construction Stormwater Management
Permit No. SW8 000202
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
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
Windsor Place Apartments, LLC
Windsor Place Apartments, Phases I and II
100 Windsor Circle, Western Boulevard, Onslow County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') as outlined in the
application, approved stormwater management plans, supplement, calculations, operation and
maintenance agreement, recorded documents, specifications, and other supporting data (thee
"approved plans and specifications") as attached and/or on file with and approved by the Division of
Energy, Mineral and Land Resources (the "Division" or "DEMLR"). The project shall be constructed,
operated and maintained in accordance with these approved plans and specifications. The approved
plans and specifications are incorporated by reference and are enforceable part of this permit.
This permit shall be effective from the date of issuance until May 24, 2030 and shall be subject to the
following specified conditions and limitations. The permit issued shall continue in force and effect until
the permittee files a request with the Division for a permit modification, transfer, renewal, or
rescission, however, these actions do not stay any condition. The issuance of this permit does not
prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or
terminating the permit for cause as allowed by the laws, rules, and regulations contained in Title 15A
NCAC 2H.1000 and NCGS 143-215.1 et.al.
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.6 on page 2 of this permit. The stormwater ponds number 1 and 2 have
been designed to handle the runoff from 231,316 ftZ and 252,620 ft2 of built -upon area,
respectively.
3. The tract will be limited to the amount of built -upon area indicated on page 2 of this permit, and
per approved plans. The built -upon area for the future development to Pond 1 is limited to
20,221 square feet.
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.
Page 1 of 5
Post -Construction Stormwater Management
Permit No. SW8 000202
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.
6. The following design criteria have been provided in the wet detention ponds and must be
maintained at design condition:
a. Drainage Area, acres:
8.08
12.65
Onsite, ft2:
351,965
551,034
Offsite, ft2:
0
0
b. Total Impervious Surfaces, ft2:
231,216
252,620
C. Design Storm, inches:
1
1
d. Pond Depth, feet:
6.0
6.0
e. TSS removal efficiency:
90%
90%
f. Permanent Pool Elevation, FMSL:
39.00
37.00
g. Permanent Pool Surface Area, ftz:
13,500
14,000
h. Permitted Storage Volume, ft3:
22,302
26,080
i. Temporary Storage Elevation, FMSL:
40.50
38.71
j. Controlling Orifice:
2" O pipe
2" 0 pipe
k. Permitted Forebay Volume, ft3:
8,970
9,975
I. Receiving Stream:
Half Moon Creek
Mill Creek
M. River Basin:
White Oak
White Oak
n. Stream Index Number:
WOK02 19-6
WOK02 19-9
n. Classification of Water Body:
"C NSW'
"SC NSW'
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and
operational for its intended use prior to the construction
of any built -upon
surface.
2. During construction, erosion shall be kept to a minimum
and any eroded areas of the system
will be repaired immediately.
3. Decorative spray fountains are allowed in the pond, subject to the following criteria:
a. The minimum permanent pool volume is 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool surface.
C. Separated units, where the nozzle, pump and intake are connected by tubing, may be
used only if they draw water from the surface in the deepest part of the pond.
d. The fountain may not be placed into the forebay.
e. The falling water from the fountain must be centered in the main pond, away from the
shoreline.
f. The maximum horsepower for a fountain in Pond 1 and Pond 2 is 1/6 horsepower.
Page 2 of 5
Post -Construction Stormwater Management
Permit No. SW8 000202
4. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at the design condition. The approved Operation
and Maintenance Plan must be followed in its entirety and maintenance must occur at the
scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader, catch
basins and piping.
a. Access to the outlet structure must be available at all times.
5. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
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. A modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be restored to design
condition prior to operation as a stormwater treatment device, and prior to occupancy of
facility.
9. 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.
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. Adding the option to use permeable pavement or #57 stone within the lots as a
permeable surface. The request may require a proposed amendment to the deed
restrictions and protective covenants for the subdivision to be submitted and recorded.
g. 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.
h. Other modifications as determined by the Director.
Page 3 of 5
Post -Construction Stormwater Management
Permit No. SW8 000202
III. GENERAL CONDITIONS
CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by this
Division and the stormwater rules such as the construction of additional or replacement on -site
stormwater systems. These additional or replacement measures shall receive a permit from
the Division prior to construction.
2. PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days prior to
the expiration date of this permit. The renewal request must include the appropriate
application, documentation and the processing fee as outlined in Title 15A NCAC
02H.1045(3).
3. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT INFORMATION.
The permittee shall submit a completed Permit Information Update Application Form to the
Division within 30 days to making any one of these changes.
4. TRANSFER. This permit is not transferable to any person or entity except after notice to and
approval by the Director. Neither the sale of the project and/or property, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This
request must be submitted within 90 days of the permit holder meeting one or more of the
following:
i. A natural person who is deceased,
ii. A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the property
on which the permitted activity is occurring or will occur through foreclosure,
bankruptcy, or other legal proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur;
V. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214.7(c2);
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site inspection
will be conducted by Division personnel to ensure the permit conditions have been met and
that the project and the on -site stormwater system complies with the permit conditions.
Records of maintenance activities performed to date may be requested. Projects not in
compliance with the permit will not be transferred until all permit and/or general statute
conditions are met.
COMPLIANCE. The permittee is responsible for compliance with the terms and conditions of
this permit until the Division approves the transfer request.
a. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable
recorded documents, and specifications shall be maintained on file by the permittee at
all times.
b. DIVISION ACCESS. The permittee grants Division Staff permission to enter the
property during normal business hours to inspect all components of the permitted
project.
c. ENFORCEMENT. Any individual or entity found to be in noncompliance with the
provisions of a stormwater management permit or the requirements of the stormwater
rules is subject to enforcement procedures as set forth in NCGS 143 Article 21.
d. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an
annual certification completed by either the permittee or their designee confirming the
projects conformance with permit conditions
Page 4 of 5
Post -Construction Stormwater Management
Permit No. SW8 000202
e. OBTAINING COMPLIANCE. The Director may notify the permittee when the permitted
site does not meet one or more of the minimum requirements of the permit. Within the
time frame specified in the notice, the permittee shall submit a written time schedule to
the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of modified plans and certification in writing to the Director that the
changes have been made.
OTHER PERMITS. The issuance of this permit does not preclude the permittee from
complying with and obtaining any other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or
ordinances, which may be imposed by any other Local, State or Federal government
agency having jurisdiction. Any activities undertaken at this site that cause a water
quality violation or undertaken prior to receipt of the necessary permits or approvals to
do so are considered violations of NCGS 143-215.1, and subject to enforcement
procedures pursuant to NCGS 143-215.6.
Permit updated, transferred, renewed, and reissued this the 29th day of March 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
la /'AOQ
s, Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5
Attachment C - Permitting History
Windsor Place
Permit No. SW8 000202
ApprovDate al
Permit-
Action '
BIS
Veis�on
Description of the Changes
5/24/2000
Original
A royal
1.0
3/21/2002
Modification
1.1
1/27/2005
Modification
1.2
For the construction of Phase II.
Permittee changed without the benefit of a
transfer application being submitted.
9/7/2021
Renewal
2 0
Correcting the permit to reflect the original
ermittee.
3/28/2022
Transfer
2.1
Transfer to HOA
3/29/2022
Renewal
2.2
Renewal
Permit Number: SLVg CC) 0 7_e)'L
(to be provided by DtVQ)
Drainage Area Number: I_
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
corrected, repaired or replaced immediately. These deficiencies can affect the ini
of structures, safety of the public, and the removal efficiency of the BMP. j
The wet detention basin system is defined as the wet detention basin, 0.-
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:
4F
MqR 25
— 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:
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 gufly, 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.
approximael six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4
Permit Number: _
(to be provided by DIVQ)
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 problerns.
Weeds are present.
Remove the woods, 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 s _ra in &
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 al yal 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.4 Page 2: of 4
Permit Number:
(to be provided by DIVQ)
Drainage Area Number: _
BMP element.
Potential problerna.
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. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads _4.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads _3.75 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation 39.0
Sediment Removal . 35_25 1 Pe nc Pool
----------------- Volume Sediment Removal Elevation 34.5 Volume
Bottom Elevatio 34.0 -fl Min.
Sediment Bottom Elevation 33.0 1-ft n
Storage Sedimej
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4
Pcrmit Number: 5W'3 COO -Z D-L
(to be provided by DWO)
1 acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Windsor Place
BMP drainage area number:Pond I
Print
Till
"am. .-%,!rAik_� '
Note: The Icgally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I, V' C VCfQ _ a Notary Public for the State of
C,�)C&kt tz kN NG'County of ^tea _�, 6�jg_E, do hereby certify that
�-A tit j Dq,,personally appeared before me this s C�
day of tAft _c7z V, . and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal, *' Q ! ... _ ��--
`\\\" \ • G ORS
ion ,ss
=Z''
Z.
i�i�;yOVEpA
SEAL
My commission expires
Form SW40I-Wet Detention Basin O&M-Rev.4 Page 4 of 4
Permit Number: 5 w `6 ove' Zp 2
(to he provided by U67Q)
Drainage Area Number: 21
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. E C E I V E
The wet detention basin system is defined as the wet detention basin, (14RP 2 5 2022
pretreatment including forebays and the vegetated filter if one is provdd
BY:®
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:
Potential roblem:
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 time and a
one-time fertilizer application.
Vegetation is too short or too
long.
Maintain vegetation at a height of
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rcv.4 Page 1 of 4
Permit Number:
(to be provided b- DINO)
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 malting 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
original design depth for
sediment and remedy the problem if
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
fertflirer 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 s ra in .
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.4 Page 2 Of 4
Permit Number:
(to be provided by DTQ)
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. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 4.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 3.75 feet in the forebay, the sediment
shall be removed.
Sediment Removal
: 010
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 37.0
33_25 Pe 1111el Pool
------------------ Volume Sediment Removal Elevation 32.5 Volume
32.0 -ft Min.
----------------------------- I---
Sediment Bottom Elevation 31.0 1-ft a.
Storage Sediment
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4
Permit Number: �yjJ� 000 Z_ 0-1-
(to be provided kv DiVO)
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: W i ndsor Place
BMP drainage area
Print
Title: �!Ac, , IF -
Phone
Signal
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50%, of
the lots have been sold and a resident of the subdivision has been named the president.
1, .2 C Zcq _ , a Notary Public for the State of
N O` &Cncd�C�o., County of , do hereby certify that
(� cwV_ T-Yq personally appeared before me this �CN�
day of
and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
�
seal, ,A� _ .-2s C
i�'••'. 08-25.2•'�J ��
//IInIIN
0G
My commission expires c
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4
`j,8/22/2004 07: 45 910-346-1210
' pRpr 25 02 08:08a
.1@P4 L PIERCE PACE 07
(9l Olil �vl-9t8? p.B
Windsor Place
Suite Sti
Stormwater Permit No. SW8 000202 Mod.
Onslow County
i
Designer'ss CCertification,t /,.-,� y
I,aoy X /Lull �!C07 wadulyragistered
i
the State ofNorth Carolina, having been authorized to observe erivdieall %week
the project, i
for r" w � ""1— 4y"W (Project Owner) hereby state that, tb1
and dr hgence was used in the observation of the project construction such that Fh��}} Y
built within substantial compliance and intent of the approved plans and specific
I have checked the items listed on Page 2 of this fort as a part of this CertitieatiJb
Noted deviations from approved plans and specification'
Registration Number g(jee)
Date 4WZ4�0!�
OCT 22,2004 05:06
RECE.LV
NOV 0 2 2004
DWQ
FEW #
7
mwater Management Systems
Runt Ni!.SW&000202
Page I of 2
time) the construction of
I
ie best of my abilities, duc care
nstruction was observed to be
iI I
I,
Ii
it
I
I
910 346 1210
Page 7
�k
10(22i 2004 07: d5 '3113-34E.-1210 JOHN L PIERCE
�Rpr' aS 02 08:09a_ 1910)��51-9168
I
State Ste
i
Certification Requirements:
j;
PAGE 05
p.9
i
water Management Systems
Permit No SW8000202
I Page 2 of 2
II
The drainage area to the system contains approximately the permit
acreage.
Z!_/[ The drainage area to the system contains no more than the permit(
amount of built -upon area.
,Z! All the built -upon nice associated with the project is goaded such deaf
pre runoff drains to the system.
The outicv'bypass structure elevations are per the approved plan.
The outlet structure is located per the approved plans.
ElC/l/ R-r"fl- Trash rack is provided on the outlet/bypass structure. I
All slopes are grassed with permanent vegetation. l
F1.6.[.1C FHB. Vegetated slopes are no steeper than 3:1.
The inlets are located per the approved plans and do not cause sh `
circuiting of the system.
V4K4J6. The permitted amounts of surface area and/or volume have been pr
vv+ded.
!7/ /� �_4%(J^- Required drawdowu devices are correctly sized per the approved.�l+4ris.
?I
All required design depths am provided,
AV &eV Z7>i All required parts of the system are provided, such as a vegetated s
elf, and a forebay.
,^'� l
The overall dimensions of the system. as shown on the approved $l�rla,
are provided.
cc: NCDFNR-DWQ Regional Office
Onslow County Building inspections
8
OCT 22,2004 05:06
I I
�I
910 346 1210
Page 8
DEMLR USE ONLY
Date Received
I Fee Paid
Permit Number
tt aW 9 t25 �
ISAIT OWC-019
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60. (c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 000202
2. Project name: Windsor Place
3.
4.
Project street address: 100 Windsor Circle
City: Jacksonville County: Onslow
What, if any, changes have been made to the project as permitted? None
ZIP : 28546
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: https://deg.nc.goy/about/divisions/energy-
m ineral-land-resources/energy-mineral-land-rules/stormwater-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https//deg. nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State StormwaterPermits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: Windsor Place Apartments LLC
2. Signing Official's Name: Mark L. Maynard
3. Signing Official's Title: Manager
4. Mailing Address: 332 Military Cutoff
City: Wilmington State: NC ZIP : 28405
5. Street Address: 332 Military Cutoff
City: Wilmington State: NC ZIP: 28405
6. Phone: 9( 10 1 251-5030 Email: rr,Fo c,, a \-tf 5, P C ;es._,c (`\
-aosCm os
-.-
MAR � 8 2022
BY: _
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018
C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
1. A permit application processing fee of $505.00 payable to NCDEQ.
2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner,
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
N/A 3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
4. O&M Agreements, Please select one:
]have a copy of the current reeerded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
I do not have a copy of the current reserded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
5. Designer Certifications, Please select one:
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed, or
❑ The project has not yet been built.
✓ -n 6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.gov/online services/search/by title/ Business Registration
'"^--
��r1r�B W IL 1
MAR � 9 2022
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018
D. PERMITTEE'S CERTIFICATION
1, Mark L Maynard (Manager for Windsor Place Apartments 1.1.c), the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct,@nd complete.
Signature: ��� Date: dZ Z/J�
J
NOTARIZATION:
1, Jeen,a, M- Evan- a Notary Public forthe State of
kltv�bt ���:IM� County of Aa..•. Imo;^� .� do hereby certify
that Me -A L. Ma ln, nl personally appeared before me
this the S day of Fe J6-,sar.. 20 aa+ , and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
It -
/.a. p}ot ry`�ig n uZrffJr' . PcXH 2
•S -, n
expires
.ER H_..�%0 7
MAR ) 9 2622
d
BV.•_
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018
DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
w$ 0062.0Z
STATE STORMWATER:
PERMIT INFORMATION UPDATE APPLICATION FORM
There is NO FEE for updating project name or permittee information.
This form is to only to be used by the current permittee to notify the Division of.
1) changes to the Point of Contact (signing official) for the current permittee (LLC, Corporation, HOA or POA);
2) changes to the mailing address, phone number or email address of the current permittee;
3) changes to the name of the project, and
4) changes to the legal corporate name as documented by a Name Change or Merger filed with the NC:>OS.
A. NEW PERMIT INFORMATION
State Stormwater Permit Number: SW8 000202
Are you updating
(check all that apply):
If so, please provide the updated information:
❑ Project name
❑ Corporation Name'
❑ Permit Contact Name2.1
® Permit Contact Title
Manaqer
® Mailing Address'
332 Military Cutoff, Wilmington, NC 28405
❑ Phone number
® Email address
,^r=c��� =e
Provide documentation such as a Name Change / Merger filed with the NCSOS.
Provide supporting documentation such as NCSOS filing. The permit contact's position must be in accordance
with 15A NCAC 02H .1040(1).
If more than one point of contact or mailing address is being changed, please attach a separate sheet.
B. CERTIFICATION OF PERMITTEE
I, Mark L Maynard (Manager for Windsor Place Apartments LLC the current
permittee, hereby notify DEMLR that I am ma ing the changes as listed in Section A above. I further attest that this
application for an upd to the permit info lion currently on file is accurate and complete to the best of my knowledge.
Signature: Date: OL 16 2�/10 Z2
I, �rY) z I t Cym, a Notary Public for the State of Norte C��o�ina
County of %ltw Ame rc/ do hereby certify that L Ma anr�
before me this the 3 day of Fth,;,.1 20dA, and acknowledge the due
)ing instrument. Witness my hand and official seal, /
Seal)
My commission exp s it_ 5e .,i a YA&Qs
t3_vt=N W tL- i
MAR 2022
BY:--
Stormwater Permit Information Update Form Page 1 of 1 May 11, 2017
DEIVILRUSE ONLY -
Date Re iv
Fee
Fee Paid
Permit Number
30
\u8 0c_)o_--2
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://deg.nc.gov/contactlregional-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: SW8 000202
2. Project name: Windsor Place
Is this an updated project name from the current permit? ❑ Yes ®No
3. Reason for the permit transfer request:
Transfer of oermittee
SEP 0 7 2021
By.•_
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.
sEP o ? 2021
I
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.:
1. A processing fee of five hundred and five dollars ($505.00) per G.S. 143-215.3D(e)(2).
2. Two hard copies (with original signatures) and one electronic copy of this completed form and the
required items.
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.
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.
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.
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.
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.
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.
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.
10. A copy of the lease agreement if the proposed permittee is the lessee.
11. A copy of the pending sales agreement if the proposed permittee is the purchaser.
12. A copy of the development agreement if the proposed permittee is the developer.
SEP 0 7 202,
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: Biltmark Builders, Inc.
2. Signing Official's Name: Robert J Hollis
3. Signing Official's Title:
Registered Agent
4. Mailing Address: 10 S Cardinal Dr
City: Wilmington
5. Street Address: same
NC ZIP: 28403
City: State: ZIP:
6. Phone: (_) Email: rhollis@tributecompanies.com
Robert J Hollis , 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 n the DEMLR unless and until the facility is in compliance with the permit.
ure: SignatDate: 'gl«0 z
I, Je.AnZ M. CvavK a Notary Public for the State of
NC4(-� Cz�vi n , County of ffr, I xrr/ do hereby certify
that t1 "O) .�. 1-wt S personally appeared before me
094ry�+ra&.. ICo day of AlaJa� 20 al and acknowledge the due
�ER M. g `
xe�lRtbra d�hg forgoing instrument. Witness my hand and official seal,
� OZ A q
Z (NotarySeall Z a
ox
J 4
My commission expires 3012015
SEP 0 7 202,
Stormwater Permit Transfer Application Form Page 4 of 7 April 27, 2018
E. PROPOSED PERMITTEE INFORMATION
The proposed permittee is the:
® Property owner (Also complete Part F.)
❑ Home Owners Association (HOA), Property Owners Association (PDA), 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
the permit as co-permittees. If the lease is terminated, responsibility for the permit reverts to the property
owner. (Also complete Parts F & G.)
❑ Purchaser -Attach a copy of the pending sales agreement. The permit will require submission of a copy
of the recorded deed after the purchase has taken place. If the purchase agreement is cancelled the
permit 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):
® Corporation, LLC, Partnership, Municipality name: Windson Place Apartments, LLC
❑ HOA / POA / UOA name:
❑ Sole Proprietor
3. Proposed permittee contact information:
Please be sure to provide Email.
a. Signing Official's Name: Mark L Maynard
b. Signing Official's Title: President
c. Mailing Address: 10-S-Gardinal:Dr_
City: •Wilmington—
d. Street Address: same
City:
NC Zlp� 28403_
e. Phone: (9101251-5030 Email: mmaynard@tributeproperties.com
ZIP :
4. If there is a Management Entity that manages the property for an HOA, PDA or UOA, please provide:
Please be sure to provide Email.
a. Management Company or Business name:
b. Contact Name:
c. Mailing Address:
d. City:
e. Phone: (_) Email:
Title:
ZIP:
SEP 0 7 2021
BY: —
Stormwater Permit Transfer Application Form Page 5 of 7 April 27, 2018
F. PROPOSED PERMITTEE CERTIFICATION
1. Mark L Maynard , hereby notify the DEMLR that I have acquired through sale, lease,
development agreement, or other legal transfer, 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 construct the project's built -upon area as shown on the
approved plans; and I will (construct), operate and maintain the approved stormwater management system
pursuant to the req.Virqments listed in the permit and in the operation and maintenance
agreement.
Signature: Date: g( 1U/ZI
I, JFnnl r R E10M , a Notary Public for the State of Nwol %arolina
County of Ke"N AM&rrr , do hereby certify that Mark L. MA40ard
personally appeared before me this the Ity day of Aug, , 20 Zt , and
acknowledge the due execution of the forgoing instrument. Witness my hand and official seal,
4V'�0TAgy':N °sE
iU E
Notary Skanaie dU
i Sq Fy,.gomtsS,-j Axpires fiw c+ 36 ?nay
v �P T
SEP 0 7 2021 1
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: .
Signing Official's Printed Name:
Signing Official's Title:
Mailing Address: _
City: State: ZIP:
Phone: (_) Email:
I, , hereby certify that I currently own the property identified in
this permit transfer document and acknowledge that the Proposed Permittee listed in Part F will be purchasing the
property, developing the property on my behalf, and/or leasing the property from me. A copy of the purchase
agreement, development agreement or the lease agreement, 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, developer or lease agreements
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, lease or developer agreement/contract is cancelled or defaults. I
understand that any individual or entity found to be in noncompliance with the provisions of the stormwater
management permit or the stormwater rules, is subject to enforcement action as set forth in NC General Statute
(NCGS) 143, Article 21.
Signature of the property owner
my hand and official seal,
(Notary Seal)
Notary
My commission expires
Date:
a Notary Public for the State of
County of , do hereby certify that
personally appeared before me this the day of
20 , and acknowledge the due execution of the forgoing instrument. Witness
fL:^^ .
SEP 0 7 2021
Stormwater Permit Transfer Application Form Page 7 of 7 April 27, 2018
Permit No. SW8 000202
(to'be provided by DWQ)
State of North Carolina, -
Department of Environment and Natural Resources
Division of Water Quality
STORNfWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original_
DWO Stdrmwater 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.
I. PROJECT LNFORNIATION
Project Name: Windsor Place
ConmctPerson:,7ohn L.Pierce. & Associates P.A. Phone Number: ( 910)346-9800
For projects with multiple basins, specify which basin this worksheet applies to: Pond 1
elevations **P 0`•'N D _ #1**
Basin Bottom Elevation U ft.
Permanent Pool Elevation 39 ft.
Temporary Pool Elevation 40.5 ft.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure ove7j-7ow)
areas
Permanent Pool Surface Area 13,500 sq. ft. (water surface area at the orifice elevation)
Drainage Area 8.1 ac. (on -site and off -site drainage to the basin)
Impervious Area 5.3 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA
Diameter of Orifice
Design Rainfall
Design TSS Removal '-
Form SWU-102 Rev 3.99
42,220 cu. ft. (combined volume of main basin and forebay)
22,302 cu. ft. (volume detained above the permanent pool)
8,970 cu. ft. (approximately 20% of total volume)
3.7% (surface area to drainage area ratio from DWQ table)
2 in. (2 to 5 day temporary pool draw -down required)
90 % (minimum 85% required)
Page 1 of 4
Fobmotes:
1 When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool.sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed [o determine the correct value for non-
standard 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 cables for both 85% TSS removal and 9090 TSS removal.
-
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 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.
Is _ -
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
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)
f. The basin length to width ratio is greater than 3--1.
g•
h.
j.
k.
1.
The basin side slopes above the permanent pool are no steeper than 1:1.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
Vegetative cover above the permanent pool elevation is specified.
.A trash rack or similar device is provided for both the overflow and orifice.
A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
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. A mechanism is specified which will drain the basin for maintenance or an emeteency.
III. WET DETENTION BASIN OPERATION AND MAINTENA-NCE AGREEMENT
The wetdetention 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 X%1Xdoes not incorporate a vegetated filter at the outlet.
This system (check one) 0 does X%1Xdoes 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 occ rs
within 2 to 5 days as designed.
2. Repair erodedareasimmediately, 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 -curate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 4.5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3.75 feet in the forebay, the sediment shall be removed -
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 39
Sediment Re oval El. 35.25 1 75 0
--------------11-- Sediment Removal Elevation 34.5 75%
Bottom Ele ation 34.00 T %
Bottom Elevadon33. 0 25%
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. 1'iese
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.
Form SWU-102 Rev 3.99
Page 3 of 4
SGuB �x.-v2vZ
j. -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. I agree to notify DWQ of any problems with the system or prior to any
chances to the system or responsible party.
Print name: Mark Ma nard
M20?10inj 2Mba' r N QUUi2VZrC ASSC t�-�-�
Title: °*�P„t- Bi-lx 2 )ern
IZZ9
Address: P.O. Box .-.'''Ji i mi nn+�r- -..-20402
Date:
/�i�
Note: The iezally responsibie pary should not be a homeowners association unless more than 50% of the lots have been scid and
a resident of the subdivision has been named the prsidenc
z Notary Public for the State of Wklb N1
County of CIDW i thU 5 do hereby cerafy that ( my-- L ffig,�ua-v'60
pesonally appeared before me this �� day of . Saih_u� won a and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEP L
My CanmlxsiOn Exph" )* 9. M
My commission
Form SWU-102 Rev 3.99 Page 4 of 4
Permit No. SW8 000202
_ - (to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORNIWATER MAI AGENTNT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This four: may be photocopied for use as an onginal_
DWO Stormwater Management Plan Review:
A compiete stormwater management plan submittal includes an application form. a wet detenuon basin
suppiement for each basin,, design calculations, and plans and specifications showing all basin and oudet
structure details.
I. PROJECT LNFOR.NL L-kTION
ProiectName: Windsor Pla
Contact Person: John I.Pierce & Associates P.A. Phone Number: ( 910)346-9800
For projects with multiple basins, specify which basin this worksheet applies to: Pond 2
elevations **P 0 N D #2**
Basin Bottom Elevation 31 ft.
Permanent Pool Elevation 37 t.
Temporary Pool Elevation 38.71 t.
areas
Permanent Pool Surface Area 14,000 sq. fr.
Drainage .Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebav Volume
Other parameters
SAIDA'
Diameter of Orifice
Design Rainfall
Design TSS Removal '-
12.60 ac.
5.80 ac.
44,205 cu. ft.
96080 cu. ft.
9,975 cu. ft.
2.46°%
all
in.
co
(floor of the basin)
(elevation of the or�ce)
(elevation of the discharge structure overflow)
(water surface area at the orirlce elevation)
(on -site and or -site drainage to the basin)
(on -sire and or -sire drainage to the basin.)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required)
(minimum 8517o required)
Form SWU-102 Rev 3.99 Page I of 4
Foomotes:
1 When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious 90 and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries._
'- In the 20 coastal counties, the requirement for a veg_tative 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 857o TSS removal and 90'Fc TSS removal.
U. REQLZRED ITEMS CHECIMIST
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 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.
Applic - Initials
a.
b.
1 C.
d.
e.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet;.
The forebay volume is approximately equal to 20`io of the basin volume.
The temporary pool controls runoff from the design storm event.
The temporary pool draws down in 2 to 5 days.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
o. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and onnce.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
—� -- 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.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND lVL4LNTENANCE 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 X&Xdoes not incorporate a vegetated filter at the outlet.
This system (check one) 0 does XOXdoes not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4
Maintenance activities shall be performed as follows:
1. 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 oc ors
within 2 to 5 days as desiPned.
2. Repair erodedareasirnmediately, 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 757o 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 a_ -curate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 4.5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3.75 feet in the forebav, the sediment shall be remove
Sediment Removal El. 33.25 1 775 c
Bottom El� ariov 32.00 25io
FOREBAY
BASIN DL4,GRA-M
Oill in the blanks)
Permanent Pool Elevation .17
Sediment Removal Elevation 32.5
Bottom Elevation 31.0
MALN POND
7517c
25 7C
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to Prow along the vegetated shelf and forebav berm.
6. If the basin must be drained for an emergencv or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4
-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. I agree -to notify DWQ of any problems with the system or -prior to any
changes to the system or responsible parry.
Print name: Mark
rtzi, -
Date:
icy ��
Note: The legally responsible parry 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 Nt
County of Cll, tt l JDW'L do hereby certify that Mai K L 1"1'A" Aa-sd
personally appeared before me this It-1- day of _i0.huaru r)xoa. , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires ' 80tfnnn 9' 2005
Form SWU-102 Rev 3.99 Page 4 of 4
0/22/2004 07: 45 910-346-1210
- Irtpr c6 02! On: 09a
JOHN L PIERCE PA6E 07
I
(910)) 51-31nH p.21
a
Windsor Place
Stormwater Permit No. S W8 000202 Mod.
Oa Slow County
State Sri
Designer's Certification i
1,a01D X � % as a duty registered
l
the State of North Carolina, having been authorized to observe (neriodicallvhvcc
the project,
��/yD 07C LitCC _ ` �OND l t Fbyz7
for p(tiye_ l "/4wWW (project Owner) hereby state that,
and diligence was used in the observation of the project construction such that th
built within substantial complianec ;md intent of the approved plans and ❑pecili
I have checked the items listed no page 2 of this form as a part of tbig Certifical
Noted deviations front approved plans and specificatit ja
D UPUrl P06T C4W-q/ W076 y yC �J7✓"76py A
Registration Number ��-Z5
Onte_
OCT 22,2004 05:06
RECEIVED,
f$OJ #
NOV 0 2 2004
DWQ
7
mwmer Management Systems
Puna it No S W8 000202
Page I of 2
time) the construction of
ofmy abil ities, due care
tion ties obscrwd to be
M
Page 7
10/22/2004 07:45 910-346-1210
1 �Rpr 25 02 00:09s
JC"I L PIER.CE Pa6E 08
(910) It5,1 -•J1Htl p.9
Cetidcation Requirements'
State
The drainage area to the system contains ap,proxiniately the pernrJ(
Q
The drainage area to the system contains no more than the pemritti(
Id� r-JC4)o1
All rhE blot[ -Upon a[OJ11990CIated 4Ynh dlPi pl'Of Cll19 b1'gded Such th:9{'
The outlet/bypass structure elevations are per the approved plan.
The outlet atructtne is located per the approved plans.
i
Trash rack is provided on the outlet/bypass struclme.
All slopes are grassed with perro:ment vegetation.
/201/
vegetated slopes are no steeper than 3:1.
l2�ij� Dl�
I
Tha inlets me tor --aced per the nppmved ple rs mtd do not cause sho(
�(^7_, yt(.
The pemritted amorntts of sur3'ace area and/or volurtte have been p1�
��ti f%((� 1:
Required drawdowri devices are correctly sized per the approved I)lt
�I
���/
-/`2CA1 °'
All required design depths arc provided. ; {
t
17/LeLl Pvi,"3.
All required parts ol'the system ire provided, such as a vegetated s
����
II
The overall dimensions of the system, a5 shown on the approved I5�
i
cc: NCDFNR-DWQ Regional Office
Onslow County Building Inspections
8
Let Management Systerns
Perini[ Nq SW8 000202
Page 2 of 2
I IIeCresge.
amount of built -upon area.
lei mnolTdrains to the system.
of the system,
and a forebay.
are provided.
I�
OCT 22,2004 05:06 910 346 1210 Page 8