SW8070103_Current Permit_20190819

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
August 19, 2019
NORTH CAROLINA
Environmental Quality
Summerlin Trace, LLC
Attn: Patrick Mazzarone, Member
726 Saw Mill Road
Rocky Point, NC 28457
Subject: Permit Transfer
State Stormwater Management Permit No. SW8 070103
Bellamy Place Townhomes
Brunswick County
Dear Mr. Mazzarone:
On August 2, 2019, the Wilmington Regional Office received a request to transfer the ownership of the
state stormwater management permit for the subject project. Staff of the Division of Energy, Mineral and
Land Resources (DEMLR) have determined that the documentation is in order and that the project is in
compliance with the terms and conditions of the state stormwater permit.
As indicated on the Permit Transfer Application Form, you have acknowledged receipt of a copy of the
permit (which includes the application and supplement forms), a copy of the recorded documents, a copy
of the approved plans, and a copy of the approved Operation and Maintenance agreement from the
previous permittee. By acknowledging receipt of the permit, and 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 August 19, 2019 and reminding you that this permit shall be
effective until February 2, 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.
Please be aware that the project's built -upon area and stormwater controls must be built and
maintained in compliance with the permit documents and the approved plans. Maintenance of the
approved system shall be performed in accordance with the signed and approved Operation and
Maintenance agreement. Any modifications to this project must be submitted to DEMLR and
approved prior to construction. The issuance of this approval does not preclude you from complying
with all other applicable statutes, rules, regulations or ordinances, which may have jurisdiction over
the proposed activity, and obtaining a permit or approval prior to construction.
If you have any questions, need additional copies of the permit or approved plans, please contact Garrett
Zorda with DEMLR in the Wilmington Regional Office at [phone] or via email at
[e-mail].
Sincerely,
Danny Smith, Interim 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
GDS/gdz: \\\Stormwater\Permits & Projects\2007\070103 HD\2019 08 permit 070103
cc: Patrick Mazzarone, Mazzarone Construction, Inc., Previous Permittee
Wilmington Regional Office Stormwater File
North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
��//tf� Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
NORTH CArOUNq i'
".v.".oa o." P/ 910.796.7215

State Stormwater Management Systems
Permit No. SW8 070103
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE 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
Summerlin Trace, LLC.
Bellamy Place Townhomes
1080 Village Road, Leland, Brunswick County
FOR THE
construction, operation and maintenance of one (1) wet detention pond 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 (the "Division" or "DEMLR") and considered an enforceable part of this permit.
This permit shall be effective from the date of issuance until February 2, 2021, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data. The maximum amount of built -
upon area allowed for the entire project is 323,760 square feet.
2. This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.6 of this permit. The stormwater control has been designed to
handle the runoff from 323,760 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. The built -upon area for the future development is
limited to 59,700 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.
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. A vegetated filter strip is not required for this pond as it has been designed for a 90%
total suspended solids removal efficiency.
7. All runoff being directed into wetlands shall flow into and through those wetlands at a
non -erosive velocity.
8. The following design criteria have been provided in the wet detention pond and must
Page 1 of 4

State Stormwater Management Systems
Permit No. SW8 070103
be maintained at design condition:
a. Drainage Area, acres: 13.87
Onsite, ft2: 604,177
Offsite, ft2: 0
b. Total Impervious Surfaces, ft2: 323,760
C. Design Storm, inches: 1
d. Pond Depth, feet: 6
e. TSS removal efficiency: 90 %
f. Permanent Pool Elevation, FMSL: 14
g. Permanent Pool Surface Area, ft2: 18,342
h. Temporary Storage Elevation, FMSL: 15.5
i. Permitted Storage Volume, ft3: 30,231
j. Controlling Orifice: 2"0 pipe
k. Permanent Pool Volume, ft3: 61,088
I. Forebay Volume, ft3: 14,808
M. Maximum Fountain Horsepower: 114
n. Receiving Stream/River Basin: Mill Creek / Cape Fear
o. Stream Index Number: 18-77-1-1
P. Classification of Water Body: "C;Sw"
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. 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 re -vegetation 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.
g. Access to the outlet structure must be available at all times.
h. Maintenance of level spreader.
4. Records of maintenance activities must be kept and made available upon request to
authorized Division personnel. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system, subject
to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. 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.
C. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for a fountain in this pond is '/ HP horsepower.
Page 2 of 4

State Stormwater Management Systems
Permit No. SW8 070103
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 the facility.
9. Access to the stormwater facilities shall be maintained via appropriate easements at
all times.
10. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit was
sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
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
1. 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.
2. Current Permittee Name or Address Changes: The permittee shall submit a completed
"Permit Information Update Application Form" (available on the Division website) to the
Division within 30 days to making any one or more of the following changes:
a. A name change of the current permittee;
b. A name change of the project,
c. A mailing address change of the permittee;
3. Permit Transfer: This permit is not transferable to any person or entity except after
notice to and approval by the Director. The permittee shall submit a completed and
signed "Permit Transfer Application Form" (available on the Division website)
Page 3 of 4

State Stormwater Management Systems
Permit No. SW8 070103
accompanied by the required fee and supporting documentation as listed on the form,
to the Division at least 60 days prior to any one or more of the following events:
a. The sale or conveyance of the project area in whole or in part, except in the
case of an individual lot sale that is made subject to the recorded deed
restrictions and protective covenants;
b. 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;
4. 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.
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.
7. The permittee grants Division Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
8. The permit issued shall continue in force and effect until the permittee files a request
with the Division for a permit modification, transfer, renewal, or rescission, however,
these actions do not stay any permit conditions.
9. 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. 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).
Permit transferred and reissued this the 19th day of August 2019
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-X; Danny SWith, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Bellamy Place Townhomes
Stormwater Permit No. SW8 070103
Brunswick County
Page 4 of 4

State Stormwater Management Systems
Permit No. SW8 070103
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 1 of 2

State Stormwater Management Systems
Permit No. SW8 070103
Certification Requirements:
.1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount
of built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 11.
10. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
11 The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
15. The required system dimensions are provided per the approved plans.
16. The level spreader is provided per the approved plans.
cc,. NCDEQ-DEMLR Regional Office
Brunswick County Building Inspections
Page 2 of 2

Pen -nit Number: 5 4 070103
(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. IECEIVE
This system (check one): JUL 18 2019
❑ does ® does not incorporate pretreatment other than a foreba B,
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:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
detention basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
I 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.4 Page 1 of 4

Permit Number:
(to be provided by DWQ)
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 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.
I
rattails, phragmites or other I
invasive plants cover 50% of
Remove the plants by wiping them
with pesticide (do not spray).
the basin surface.
ECI .
Form SW401-Wet Detention Basin O&M-Rev.4 JUL 18 2019 Page 2 of 4
BY,

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. 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 4.5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 14.0
9.5 Pe anen Pool
- - - - - - - - - - - - - - Volume Sediment Removal Elevation 9.5 Volume
,8.0 ♦ ' -ft Min.
--------------------- ------ =--------------------
Sediment Bottom Elevation 8.0 1-ft r
Storage Sedimei
Storage
F OREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4
EVoIE ,
JUL 18 2019
Page 3 of 4
BY

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Bellamy Place Townhomes
BMP drainage area number:WDB-1
Print name:Pat Mazzarone _
Title:Manager
Address:726 Saw Mill Road Rocky Point NC 28457
Phone:91
Signature:
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.
I, , anr-ti e- YG2?,To ne, , a Notary Public for the State of
(JpJ-, C Q(t)`�!n , County of Q e CXA e do hereby certify that
VCA- �AUZ AOL-2 tP personally appeared before me this
day of �����{ , LQ teL, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL,
NOTARY
PUBLIC
My commission expires :�01A�Q_
ECEE
JUL 18 2019
BY:
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

ULMLK U5t UNLY
Date 5.ec5lved
I Fee Paid
Permit Number
h �
D
NC DEQ Division of Energy, Mineral and Land Resources E C P,Ip -
STA1',"E STORMWA`z ER.: AUGQ d��
PERMIT TRANSFER APPLICATION FORM
BY:
Pursuant to 'i 5A NCAC 021-1.10 5? 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: tit,?.alr_h;c;.nc.ov/c��:�tC4r�rtconG1 caicas.
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 01.,;?-? 1,4.7Lc2I (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 HFORMATIO
1. State Stormwater Permit Number: SW8 070103
2. Project name: Bellamy Place Townhomes
Is this an updated project name from the current permit? ® Yes ❑ No
3. Reason for the permit transfer request:
Permit transfer to current property owner corporation.
_crrr." at.>r Pe.rtr?it iraris !�p�?+i .aE!�c�� . 0 � P �e of 7 April 27, 2018

c l e
B. PERSONIS2) WHO HA VE SIGNED 'THIS FORM (select only one response below) AUG 0 2 2019
Z 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 c_ (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. 1 3-214.7L:-5 (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.
S;orimivaier 1,ppjicaticn For'r'I Pa,,;;e 2 of 7 Agri; 27, 2018

ECI
tom. SU6M1?'TAL REQUIREMF>AJ.°' AUG 0 2 2019
Please mark "Y" to confirm the items are included with this form. Please mark X' if previousrproyidPd 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 OWA acreement(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.
na 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.
na 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.
na 8. If transferring under C.S. 1.13-214.76a.'?) (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.
na 9. If transferring under G.S. 143-214.7Lc,51 (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.
na 10. A copy of the lease agreement if the proposed permittee is the lessee.
na 11. A copy of the pending sales agreement if the proposed permittee is the purchaser.
na 12. A copy of the development agreement if the proposed permittee is the developer.
Storm viater Par. -nit Transfer Appiicai':on Forni Pa is 3 of 7 Aprii 21, 2013

D. INEORMA1'➢0M AND C:EE TH71GATiON Please be sure to provide
1. Current Permit Holder's Company Name/Organization:
2. Signing Official's Name:
3. Signing Official's Title: President 1.171•-
4. Mailing Address: 726 Saw Mill Road
City: Rocky Point State: NC ZIP: 28457
5. Street Address:
City:
6. Phone
State: ZIP:
[phone] Email: Pmazzarone(a)-gmail.com
2019
I, Patrick Mazzarone , 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 not be ap roved by the DEMLR unless and until the facility is in compliance with the permit.
Signature: Date:
County of
that
this�ap►.u�niT� day of
of the90fting instrument. Witness my'hand and official seal,
NOTARY
(NoteSeal)
�UBLIC s
M1,,�,�
Nornunttut�
My commission expires one
St_ i i%. ater arrnit Transfer Aps>'tc lion Form
Pap 1� of 7
a Notary Public for the State of
do hereby certify
personally appeared before me
20_1�,_, and acknowledge the due
Apr i'c 27, 2018

MSECEIVE w
iw. PROPOSED PERMIT'lEE iNF0RMA7Fl01t1,
AUG 0 2 2019
1. The proposed permittee is the:
® Property owner (Also complete Part F.) BY:
❑ Home Owners Association (HOA), Property Owners Association (POA), or Unit Owner Association
(UUA) (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: Summerlin Trace, LLC
❑ HOA / POA / UOA name:
❑ Sole Proprietor
3. Proposed permittee contact information:
Please be sure to provide Email.
a. Signing Official's Name: Patrick Mazzarone
b. Signing Official's Title: Member
c. Mailing Address: 726 Saw Mill Road
City: Rocky Point State: NC ZIP : 28457
d. Street Address:
City: State: ZIP:
e. Phone: [phone] Email: Pmazzarone(c-gmail.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:
b. Contact Name:
c. Mailing Address:
d. City:
e. Phone:
Email:
Title:
ZIP:
?wa<rForm Page 5 of 7 Aaril 27, 2018

F. PROPOSED PI"F.i'w911ITTEL CE TIFLf✓-A"I'u ON
(,Patrick Mazzarone , 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. 1 acknowledge and attest that I have received a copy of: (select all that apply):
Z the most recent permit; ❑ the designer's certification for each SCM; G
Z any recorded deed restrictions, covenants, common areas, drainage easements or plats; AUG O 2�
® the approved plans and/or approved as -built plans;
® 13
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 requirements listed in the permit and in the operation and maintenance agreement.
Signature: �/�!: /P_ Date:���Gl�
I, ��A1rYt1 P M002-CA-CAle , a Notary Public for thq State of
County of 1) p r4 e r, do hereby certify that '► l lM 1 _r, Y-0 iq
personal before me this the (o'da day of "�I-)` -1 , 20-4-, and
ackrLQge the dution of the forgoing instrument. Witness my hand and official seal,
NOTARY
Seat). PUBLIC
My commission expires
Stili't';llwaiOi' Perr-nit Tra L3fer t"'pplicat!,:tn Fori71 `'aW 6 of 7 Aprii 27, 2018

G. PROPERTY OWNER INFORIVItk IONi AN!'-, CERTIF CA1—t0 ,:
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 t � in�ated�
Company Name/Organization:
Signing Official's Printed Name:
Signing Official's Title:
Mailing Address:
City:
Phone: (_)�_.._ Email:
State: ZIP:
1, , 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 ownerAR���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
m`'"" dal seal,
(N�otao y y
PUBLIC
i�na
��e�ei�iepl►l11 Uq�p��```�
My commission expires_
P r plic. -;;.ton Ford: page 7 of ; A13di 2Y, 2018
S`torra:_�i .rrnitT��.ri�f�,,. .-�� g

Permit No. 45vO o I om
(to be provided by DWQ)
A^�
d4iii
NC�NR
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 Ill) must be printed, fitted out and submitted along with all of the required information.
Project name
Bella +y Plan- To11rr>tW"Vs.
Contact person
€ti +UzoF�la
Phone number
910-526.1388
Date
712n119
Drainage area number
1
C DESIGN INFORMATION
Site Characteristics
Drainage area
l,17T ie
Impervious area, post -development
3 ,7 fe
% impervious
53.59 %
Design rainfall depth
1.0 in
Storage Volume: Non -SA Waters
Minimum volume required
29,799 fP
Volume provided
30231 fl
OK, volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5" runoff volume
ft9
Pre -development 1-yr, 24-hr runoff
ft3
Post -development 1-yr, 24-hr runoff
it'
Minimum volume required
ff
Volume provided ft3
Peak Flow Calculations
Is the prelpost control of the lyr 24hr storm peak flow required?
in (Y or N)
1-yr, 24-hr rainfall depth
in
Rational C, pre -development
(unitless)
Rational C, post -development
(unitiess)
Rainfall intensity: 1-yr, 24-hr storm
inlhr
Pre -development 1-yr, 24-hr peak flow
f?Isec
Post -development 1-yr, 24-hr peak flow
elsec
Pre/Post 1-yr, 24-hr peak flow control
f?lsec
Elevations
Temporary pool elevation
15.50 fmsl
Permanent pool elevation
100 fmsl
SHIAT elevation (approx. at the perm. pool elevation)
fmsl
Top of 1 Oft vegetated shelf elevation
1400 fmsl
Bottom of 1 Oft vegetated shelf elevation
12.30 fmsl
Sediment cleanout, top elevation (bottom of pond)
9.50 fmsl
1
Sediment cleanout, bottom elevation
9.00 fmslj
Sediment storage provided
Is there
1.50 ft
q
additional volume stored above the state -required temp. pool?
(Y or N)
Elevation of the top of the additional volume
fmsl
Forth SW401-Wet Detention Basin-Rev.9-4/113112 Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
0. DESIGN INFORMATON - 4 --
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, Apmn.,o,
Area, bottom of 1 Oft vegetated shelf, Ab.Lehea
Area, sediment cleanout, top elevation (bottom of pond), Ab,,,L nd
21,7 fig
18,125 fe
1 0 (unitless)
W1342 fr OK
19 312 fe
7,121 ie 9; 5 / 512q @ '�
Volumes
Volume, temporary pool
30,231 fe OK
Volume, permanent pool, Vp.,00l
61,ON fe
Volume, forebay (sum of forebays if more than one forebay)
14,f j fe
Forebay % of permanent pool volume
24.2% % Insufficient forebay volume.
SAIDA Table Data
Design TSS removal
go %
Coastal SAIDA Table Used?
y (Y or N)
MountairtlPiedmont SAIDA Table Used?
fl (Y or N)
SAIDA ratio
3.00 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
n (Y or N)
Volume, permanent pool, Vwr,, ml
61,088 ft
Area provided, permanent pool, A,, nyad
18,3421Y
Average depth calculated
6.61) ft OK
Average depth used in SAIDA, d,,,, (Round to nearest 0.5ft)
6.0 ft OK
Calculation option 2 used? (See Figure 10-2b)
n (Y or N)
Area provided, permanent pool, Apum-pool
18,342 ft1
Area, bottom of 1Oft vegetated shelf, Abo< hsd
11,312 If
Area, sediment cleanout, top elevation (bottom of pond), Abut.pmm 7,121 fe
"Depth' (distance b/w bottom of 10ft shelf and top of sediment)
2.80 ft
Average depth calculated
ft
Average depth used in SAIDA, d. (Round to down to nearest 0.5ft)
ft
Drawdown Calculations
Drawdown through orifice?
y (Y or N)
Diameter of orifice (if circular)
TOW in
_.. »in'
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
0.60 (unitless)
Driving head (Ho)
C.71 ft
Drawdown through weir?
a (Y or N)
Weir type
(unitless)
Coefficient of discharge (C.)
(unitless)
Length of weir (L)
ft
Driving head (H)
It
Pre -development 1-yr, 24-hr peak flow
felsec
Post -development 1-yr, 24-hr peak flow
fe/sec
Storage volume discharge rate (through discharge orifice or'weir)
0.09 ft Isec Storage volume discharge rate greater than pre-dev. lyr24hr.
Storage volume drawdown time
3.00 days OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
0 :1
Insufficient shelf slope.
Vegetated shelf width
10.0 ft
OK
Length of flowpath to width ratio
2 :1
Insufficient flow path to width ratio. Must not short-circuit pond.
Length to width ratio
22 :1
OK
Trash rack for overflow & orifice?
Y (Y or N)
OK
Freeboard providod
0.11 ft
Insufficient freeboard, minimum of 1-ft required
Vegetated filter provided?
a (Y or N)
OK
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 is:
Pump
jut 2 9 Nis
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Parts hill. Design Summary, Page 2 cf 2

Permit No.
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
O)L
C?r
1. Plans (1" 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROM,
Overflow device, and
- Boundaries of drainage easement.
2, Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
Maintenance access,
Permanent pool dimensions, C
G C IFIVE
Forebay and main pond with hardened emergency spillway,
Basin cross-section, JUL ���g
- Vegetation specification for planting shelf, and
- Filter strip.
BY:
3. Section view of the wet detention basin (1" 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
f�S L
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
ux
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
��—CkW
7. The supporting calculations.
CAVE
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
_Pr _ 9. A copy of the deed restrictions (if required).
10. A soils repo It that is based upon an actual field investigation, soil borings, and Infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Part III. Required Items Checklist, Page 1 of 1

G L�»
In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for High Density site where townhomes will be
subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -
upon" area consistent with the design criteria used to size the stormwater control facility.
I, ?W-1- M422 &r0 h a-- , acknowledge, affirm and agree by my signature below, that
I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot
within the project known as Bellamy Place Townhomes:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number 6W Qi 0 1 cal D?� , as issued by the Division of Water Quality
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area is 323,760_square feet including the commercial
frontage lot. This allotted amount includes any built -upon area constructed within the lot
property boundaries, and that portion of the right-of-way between the front lot line and the edge
of the pavement. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the
following:
6. The maximum built -upon area per lot, in square feet, is as listed below.
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt; concrete; gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
S. The owner of each lot whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Water Quality and receive a permit
prior to construction.
Signature: � J-At Date:
I, vies l , a Notary Public in the
State of r e-ok'kvArA County of ,
do hereby certify that personally appeared
before me this the day of ol, 20Q�, and acknowl e
the due execution of the fore oing instrument. Witness y hand and,,0 al,
A
�N
Signature r' Not {t �"' Qq
My Commission expires 52)yal l 2011 �j z
Public 1U � f