SW8070103_Historical File_20190730

ROY COOPER
Governor
MICHAEL S. REGAN
&-wary
S. DANIEL SMITH
Dftwtar
July 30, 2019
Mazzarone Construction, Inc.
Attn: Patrick Mazzarone, President
726 Saw Mill Road
Rocky Point, NC 28457
NORTH CAROLINA
Envhwunental Quality
Subject: Approved Minor Modification
Stormwater Permit No. SW8 070103
Bellamy Place Townhomes
Brunswick County
Dear Mr. Mazzarone:
Effective August 1, 2013 the State Stormwater program has been transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified. Please note that this permit will now reference DEMLR as the Division responsible for
issuance of the permit.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacted any development
approval issued by the former Division of Water Quality under Article 21 of Chapter 143 of the General
Statutes, which was current and valid at any point between January 1, 2008, and December 31, 2010. The
law extended the effective period of any stormwater permit that was set to expire during this time frame
to three (3) years from its current expiration date. On August 2, 2010, the Governor signed Session Law
2010-177, which granted an extra year for a total of four (4) years extension. Accordingly, this permit
shall now be effective from the date of issuance until February 2, 2021, which includes all available
extensions.
On July 29, 2019, the Wilmington Regional Office of the Division of Energy, Mineral and Land
Resources received a complete minor modification application for changes to the approved plans for
Stormwater Management Permit Number SW8 070103. It has been determined that the nature of the
proposed change meets the definition of a minor modification in that it does not result in an increase in
the size of the permitted stormwater control measure (SCM) and does not increase the amount of built -
upon area. Please refer to Attachment C for a detailed description of the current proposed minor
modification. We are forwarding you an approved copy of the modified plans for your files. Please
replace the old approved plan sheets with the new ones. Please replace the previously issued permit with
the revised permit, dated July 30, 2019, attached. This revised permit does not impose new or different
terms; it merely restates some of the previous terms to provide you with a better understanding of your
obligations under the permit.
Please be aware that all terms and conditions of the permit issued on February 2, 2007 and modified as
attached, remain in full force and effect. Please also understand that the approval of this minor
modification to the subject State Stormwater Permit is done on a case -by -case basis. Any other changes
to this project must be approved through this Office prior to construction. The approval of this minor
modification does not preclude the permittee 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.
/rD North Carolina Department of Environmental Quality I Division of Energy, l�nerai and Land Resources
,r e,Q p Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
NORTH °DNA 910.796.7215

State Stormwater Permit No. SW8 070103
Page 2 of 2
If you have any questions concerning this matter, please do not hesitate to call me at [phone] or
via email at [e-mail].
Sincerely,
Christine Hall
Environmental Engineer
Enclosures: Attachment C - Permitting History
gGDS\cash: \\\Stormwater\Permits & Projects\2007\070103 HD\2019 07 permit minor 070103
cc: Shane Lippard, PE; Right Angle Engineering
Brunswick County Engineering
Wilmington Regional Office Stormwater File

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
Mazzarone Construction, INC.
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.
Page 1 of 7

State Stormwater Management Systems
Permit No. SW8 070103
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
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:
1/4
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 time 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.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 070103
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.
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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 070103
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)
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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 070103
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 modified, updated, and reissued this the 30th day of July 2019
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
- ; Danny Smit Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 070103
Bellamy Place Townhomes
Stormwater Permit No. SW8 070103
Brunswick County
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 6 of 7

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 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized 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 7 of 7

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DEMLR USE ONLY
D to
eceived
Fee Paid
Permit Number
`.0 1
ITos—
I SGOK
STORMWATER PERMITTING F ORLIM s :
MINOR MODIFICATION
Standard Permitting Program — No Fee for Minor Modification
Express Permitting Program — See
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: iltto://(.'eg.nc.cav/contact/regional-ofces.
This form is to only to be used by the current permittee to notify the Division of a minor
modification. Pursuant to rule 1,54 NCA-C 0211. f 00? a minor modification is a change to the project that:
1) does not increase the net built -upon area; and/or
2) does not change the size or design of the SCM(s).
A. GBtERAL INFGRMATi0od
1. State Stormwater Permit Number: SW8 070103
2. Current Permit Holder's Company Name/Organization: Mazzarone Construction, Inc.
3. Signing Official's Name: Patrick Mazzarone
4. Signing Official's Title: President
5. Mailing Address: 726 Saw Mill Road
City: Rocky Point State: NC ZIP: 28457
6. Street Address (if different):
City: State: ZIP:
7. Phone: [phone] Email: Pmaz4rone()gmail. com
8. Describe the minor modifications that you are requesting, including any revised BUA allocations (attach
additional pages or supporting tables similar to Section iV.10 of the original application, if needed):
Site Plan revision to pond and layout
B. SUBMITTAL REQUIREMENTS
Please mark "Y" to confirm the items are included with this form. Please mark W" if previously provided. if not
applicable or not available, please mark N/A.:
X 1. Two hard copies (with original signatures) and one electronic copy of this completed form.
X 2. Two hard copies and one electronic copy of the revised plan sheets (must be a revision of the
originally approved plan sheets).
NA 3. If there is reallocation of lot BUA, a copy of the revised recorded deed restrictions and protective
covenants OR the proposed recorded deed restrictions and protective covenants documenting
the changes and a signed agreement to provide the final recorded document.
X 4. If applicable, the appropriate Express review fee. e
ECEI
JUL 18 2019
SYorn�tn�Gie� Pc,mii .=orm 7: iLiin::r 1 c?tics. Pia 'i C BY' Jwy 14, 2017

C., t,:Ui"F -�I ACI' FNFORM�t+,T'�,ID4pi
1. The Design Professional who is authorized to provide information on the Applicant's behalf:
Design Professional's Name:Shane Lippard
Consulting Firm: Right Angle Engineering
Mailing Address:212 Princess Street
City:Wiimington
Phone: [phone]
Email::raepcsl(a)bellsouth.net
State:NC Zip:28409
Fax: [phone]
2. [OPTIONAL] If you would like to designate another person to answer questions about the project:
Name & Title:
Organization:
Mailing Address:
City:_- State: Zip:
Phone: ( ) Fax:
Email: :
I, Patrick Mazzarone, the current permittee, certify that I have authorized the minor modifications listed in Section A
and shown in the attached revised plan sheets. I further attest that this information is accurate and complete to the best
of my knowledge.
Signature:
cT1y /� 0/14P
I, "�T�Y%n,s ( �-L&ron2 , a Notary Public for th State of )J Nn
County of D e3yC� A e f' , do hereby certify that a rrti c oA Ct2 rArt r
personally appearedbefore me this the tom day of c ok-i , 20-�L, and
acknoypl@e►,due execution of the forgoing instrument. Witness my hand and official seal,
PUBLIC
N
My commission expires . f ov'tie —1, 20211
REGEwVED
ev:
Si;irm;wstei- Permit ',=orm 7: � I for iftdi`ication Page 2 of 2 Oct 6, 2017

IMPERVIOUS AREA TOTALS
Bellamy Place Townhomes
Total Property Area 13.87 acres
Project Area 13 acres
Upland area
Disturbed Area
Roadways
2.5
acres
Ponds
1.5
acres
Common Area
1.5
acres
Townhouse sites
3.1
acres
Total Disturbed Area
8.6
acres
Project Built Upon Area
67%
(Impervious Area in Proposed Development divided by Total Project Area)
Drainage Area
13.87
acres
(Onsite and No Offsite Drainage)
Proposed Impervious Area
323760
sf
7.43 AC
WDB #1 Area
Onsite structures
78 units @ 1680 SF/unit
131040
SF
3.01
Sidewalks
14860
SF
0.34
Parking areas
91879
SF
2.11
Roadways
34273
SF
0.79
Mail Kiosk
1132
SF
0.03
Picnic Area
477
SF
0.01
Nature Trail
11918
SF
0.27
Future Impervious Allocation
38181
SF
0.88
Impervious to WDB#1
323760
SF
7.43 AC
ECEIVE
JUl 18 Z019
BY: __

Burd, Tina J
From: Burd, Tina J
Sent: Friday, August 2, 2019 1:09 PM
To: '[e-mail]'; '[e-mail]'
Subject: SW8 070103 - Bellamy Place Townhomes
Attachments: SW8 070103 - Bellamy Place Townhomes.pdf
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) completed
their review of the Express Stormwater Permit Application for the subject project. Attached is the cover letter and
permit issued on July 30, 2019 that will be mailed separately, along with any other supporting documents.
Please direct any questions to your reviewer.
DO NOT RESPOND TO THIS EMAIL.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
A
Email correspondence to and, frorn this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties-

Hall, Christine
From:
raepcsl <[e-mail]>
Sent:
Monday, July 29, 2019 5:04 PM
To:
Steve Shuttleworth; Hall, Christine
Cc:
Weaver, Cameron
Subject:
Re: [External] Re: Bellamy Place, SW8 070103
Attachments:
Supplement -Wet Basin_1 Bellamy2.pdf, PondVolumes2.pdf
Yep, you are right.
Bottom of pond is 8. Took that 7 off and added a 12.3 which is the bottom of the shelf elevation.
Attached is a new volume table and supplement.
Thanks,
Shane
On Monday, July 29, 2019, 02:37:34 PM EDT, Hall, Christine <[e-mail]> wrote:
A couple of things:
1. The stage -storage table includes an incremental volume at an elevation of 8 implying that the bottom of the pond
is at an elevation of 7. The other application documents have the pond bottom starting at 8.
2. The surface area at the bottom of the veg. shelf (elev 12.4 ft) presented in the revised supplement is 1 sf off the
surface area associated with an elevation of 12 ft. Shouldn't the surface area at the bottom of the veg. shelf be
greater than the surface area at an elevation of 12 ft?
3. The surface area at the bottom of the pond presented in the revised supplement is associated with an elevation of
9 ft instead of either the 8 ft bottom elevation or the 9.5 ft top of sediment cleanout.
Can you double check the pond design?
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources - State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]

127 Cardinal Drive Ext.
Wilmington, NC 28405
--l"Ncith.mg C: mpares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: raepcsl <[e-mail]>
Sent: Monday, July 29, 2019 9:58 AM
To: Steve Shuttleworth <[e-mail]>; Hall, Christine <[e-mail]>
Cc: Weaver, Cameron <[e-mail]>
Subject: [External] Re: Bellamy Place, SW8 070103
We did
Here are corrected calc sheet, volume sheet, and supplement.
Let us know if you need anything further,
Shane
On Monday, July 29, 2019, 09:29:38 AM EDT, Hall, Christine <Christine.Halla-ncdenr.gov> wrote:

Hall, Christine
From:
raepcsl <[e-mail]>
Sent:
Monday, July 29, 2019 9:58 AM
To:
Steve Shuttleworth; Hall, Christine
Cc:
Weaver, Cameron
Subject:
[External] Re: Bellamy Place, SW8 070103
Attachments:
Supplement -Wet Basin_1 Bellamy.pdf; PondVolumes.pdf, Pond-SizingRev1.pdf
We did.
Here are corrected calc sheet, volume sheet, and supplement.
Let us know if you need anything further,
Shane
On Monday, July 29, 2019, 09:29:38 AM EDT, Hall, Christine <[e-mail]> wrote:
Shane,
I haven't seen a response to this email. Did you get a chance to look into it?
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources - State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
1

^" Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Hall, Christine
Sent: Wednesday, July 24, 2019 10:10 AM
To: [e-mail]; Steve Shuttleworth <[e-mail]>
Cc: Weaver, Cameron <[e-mail]>
Subject: Bellamy Place, SW8 070103
Shane,
I have had a chance to look through the submittal for the modification to this project. The only thing I couldn't find was
calcs or a stage storage table demonstrating how the permanent pool volume was determined. Can you either provide
calcs demonstrating how that was determined or point me to where I can find that in the submittal?
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hallCaD-ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

)-----�IRIGHT ANGLE
ENGINEERING, PC
212 Princess Street Wilmington, NC 28401 Tel. [phone] Fax [phone]
September 21, 2016
Christine Hall, Environmental Engineer
NCDEQ-DEMLR
127 Cardinal Dr. Ext.,
Wilmington, NC 28405
Re: Bellamy Place Townhomes
Stormwater Permit Modification
SW8 070103
Brunswick County, NC
Mrs. Hall,
Enclosed is a Permit Minor Modification of the Existing Stormwater Permit for the Bellamy
Place Townhomes along with Permit Transfer Documents. This revision is for changes to the site
plan and impervious data, but does not exceed the permitted BUA or the square footage of the
proposed wet detention basin. We have included two copies of the Change of Ownership Form,
Express Form, wet detention basin supplement, O&M Form, calculations, narrative, $1500 fee,
and two sets of plans.
Please feel free to contact us at anytime if there are any questions.
Sincerely,
Shane Lippard, P.E.
Vice President
Right Angle Engineering
ECEIVE
JUL 18 2019
BY%

North Carolina Secretary of State Search Results
Page 1 of 2
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Business Corporation
Legal Name
MAZZARONE CONSTRUCTION, INC.
Information
Sosld: 0356580
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 1 /1 /1995
Fiscal Month: December
Registered Agent: MAZZARONE, PATRICK
Addresses
Reg Office
595 Sawmill Road
Rocky Point, NC 28425
Principal Office
726 Sawmill Road
Rocky Point, NC 28457
Off icers
Vice President
Donna M Mazzarone
595 Sawmill Road
Reg Mailing
595 Sawmill Road
Rocky Point, NC 28457
President
Patrick Mazzarone
595 Sawmill Road
Mailing
726 Sawmill Road
Rocky Point, NC 28457
Treasurer
Teana Mazzarone
726 Saw Mill Rd
Rocky Point NC 28425 Rocky Point NC 28425 Rocky Point NC 28457
Stock
https://www.sosne.gov/online services/searchBusiness Registration_Results
7/24/2019

DESIGN NARRATIVE FOR HIGH DENSITY PROJECT
MINOR MODIFICATION
FOR
BELLAMY PLACE TOWNHOMES
BRUNSWICK COUNTY, N.C.
July 17, 2019
TABLE OF CONTENTS
1.0 PROJECT DESCRIPTION
2.0 SITE DESCRIPTION
3.0 ADJACENT PROPERTY
4.0 DRAINAGE CONSIDERATIONS
5.0 EROSION CONTROL CONSIDERATIONS
6.0 CONSTRUCTION SCHEDULE
7.0 VEGETATION PLAN
8.0 MAINTENANCE PLAN
APPENDIX
IMPERVIOUS AREA TOTALS
RUNOFF CALCULATIONS
PIPE CALCULATIONS
AX 2019
If
s' it "s
g PEOMI
s
11 v
K/1I Iof-& (f
Bellamy Place Townhomes
July 2019

1. Project Description: The Project is proposed to be a residential town home
project 13.87 acre parcel with 78 units along Village Road. Infrastructure will include
construction of road, curb, gutter, storm drainage system, water, and sewer. The land
disturbing activity associated with the project will consist of clearing and grubbing of
vegetation, preservation of existing trees, grading of the site, and sediment and erosion
control measures such as a silt fence, gravel construction entrance, and the wet
detention pond will function as a sediment basin. The total area which will be disturbed
for this project is 12 acres. Total impervious area will be 6.56 AC for the proposed
construction of roads, sidewalks, and residential units. This project was previously
permitted in 2007 under SW8 070103. This minor modification is a result of slight
changes to the site layout but does not exceed the permitted impervious amount or the
surface area of the permanent pool.
2. Site Description: The project site is in Brunswick County, NC, located just off
of Village Road just north of intersection of Cleatwood Road. The property on which the
development will take place is currently in the Town of Leland corporate limits.
On site soils consist mainly of Leon and Baymeade soils. These soils are mainly loamy,
fine sands. Approximately 0.2 acres of wetlands are located on the parcel and have
been submitted for approval to the USACE. No wetlands will be impacted by the project
construction.
General slope of the site is from south to north towards the rear of the site.
Land use in the vicinity is residential, light commercial, and rural agricultural.
3. Adjacent Property: The areas adjacent to the project site are residential areas
and one commercial site that is currently used for mobile home rentals.
4. Drainage Considerations: There is an existing wetland area on the property
that is connected to Mill Branch Creek. There are ditches on site that feed into the
existing wetlands.
The road will be bounded with curb and gutter to curb and tied to a collection system of
piping. All of the collection system will be directed to a proposed wet detention basin
that is sized for the 1" runoff of impervious areas. The runoff from the buildings will be
directed into the collection system and sent to the basin. The basin is sized to provide
sufficient runoff capacity filtration for the entire allowable impervious area. The wet
detention basin is to provide detention of the pre -construction and post -construction
runoff difference and meet the 90% TSS water quality requirements. The amount of
retention was based on the Type III rainfall distribution of the 25 year, 24-hour storm.
Calculations are provided.
5. Erosion Control Considerations: The following erosion control measures are
used on this project:
Bellamy Place Townhomes
July 2019

1. Temporary Gravel Construction Entrance/Exit
To prevent sediment from leaving the site, temporary gravel construction
entrances should be installed where the access road enters the site and
instersects with Village. For dimensions and specifications, see construction
details.
2. Land Grading
The existing slope of the site is from south to north towards the front of the parcel.
Most of the disturbed areas on the site will sheet flow to the existing drainage
patterns on the site.
3. Silt Fence
Silt fence should be installed prior to clearing and grading activities. Silt fence
should be checked routinely. If needed, silt fence should be cleaned and replaced
if damaged. See Construction Detail for dimensions and specifications.
4. Wet Detention Basin
A wet detention basin will be constructed for long term runoff pollutant control, and
this area will be used as a sediment basin during construction. Outlet control
structure with rip rap energy dissapator will be installed when basin is excavated
and 30' sodded vegetated filter will be placed after the rip rap to provide additional
filtering prior to discharge into the existing wetland.
6. Construction Schedule:
1. Obtain plan approval and other applicable permits.
2. Hold pre -construction meeting at least one week prior to beginning construction.
3. Install temporary construction entrance/exits.
4. Before clearing and grading of the site, install silt fencing, detention basin with outlet
structure, and clean and replace as necessary.
5. Begin clearing and grading of the site.
6. Install storm piping.
7. Install new roadway.
8. Sod/Seed, mulch, and tack immediately to establish proper vegetation.
9. All erosion and sediment control practices will be inspected weekly and after each
rainfall event. Needed repairs will be made immediately.
10. After the entire covered area is stabilized, all temporary measures will be removed
and permanent vegetative repairs to be completed.
7. Vegetation Plan:
Bellamy Place Townhomes
July 2019

1. After complete stabilization of the entire covered area, top cover soils will be
roughened by making 1 "-2" deep grooves perpendicular to the slope.
2. Spread lime (agricultural limestone) evenly over the area at a rate of 1.5 tons/acre;
spread 10-10-10 fertilizer at a rate of 1000 lb/acre and incorporate into the top 6" of
soil.
3. Loosen surface prior to applying seed.
4. Broadcast seed at recommended rates.
5. Rake seed into the soil and lightly pack to establish good contact.
6. Mulch with 4000 lb/acre grain straw or equivalent and anchor by weighted farm disc
set nearly straight or other mulch anchoring tool.
7. Mow as needed and refertilize in late winter or early spring by topdressing with 10-
10-10 fertilizer.
8. Graded surfaces shall not be exposed without grass coverage for more than 15
days. If grades are not complete and exposure is more than 15 days, temporary
seed with rye grain at 50 lb/acre.
8. Maintenance Plan:
1 Contractor shall maintain all sedimentation and erosion control devices during
construction.
2. All devices shall be checked after each rain event and weekly. Repairs shall be
made immediately when detected.
3. Any deficiencies shall be brought to the immediate attention of the Engineer.
Seed Types and Application Rate I Schedule
Temporary Seeding
Grass Type _
Amount / 1000 SF
Time of Seeding
Initial
Rye Grain
1-2 Ibs
Nov. — Jan.
25 Ibs 10-10-10
Brown Top Millet
1-2 Ibs
June — Aug.
25 Ibs 10-10-10
rermaneni seealna
Grass Type
Amount
1/1000
Time of
Initial
Fertilization /
Fertilization /
Fertilization /
Seedin
1000 sf
1000 sf
1000 sf
Bellamy Place Townhomes
July 2019

sf
Maintenance
Maintenance
maintenance
Burmuda,
1-2 lbs
Apr. —
25 lbs
March -April
Each 4-8
Aug. -Sept.
Common
June
10-10-10
12 lbs
Weeks
12lbs
10-10-10
1-2 lbs N.
10-10-10
Fescl.Je, Tall
5-7 lbs
Sept. —
25 lbs
Feb -March
May &. Dec.
Sept. -Oct.
(Kentucky
Oct.
10-10-10
12 lbs
'/z to 1 lb. n.
12 lbs
31)
Feb. —
10-10-10
10-10-10
Oct.
Sericea
1-2 lbs
March —
25 lbs
Feb -March
Y2 to 1 lb. N.
N/A
Lespedeza
Apr.
10-10-10
(Slopes
** Bermuda Sod Where shown on the plans.
END OF PLAN
Bellamy Place Townhomes
July 2019

TopoZone - USGS Leland (NC) Topo Map
Page 1 of 1
1#Gapsa�sallek,R«
9-0
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yy.. 44 pp Lelanppd Lek .. � . 3 , Cps•..« f_ a
'+ ' ±'Sill F .:■ '� ' `! 1 �5
Fit
111
[f _.• • l Y�-. �� `' �� y�+_-yam •• �/ ,�I
r •' _ #• .:'a f t Jrlu i' L{ i
X.lc .-
r •�� � �lf t. �,.�+r • � �� � v ris
J �, �� _ '• _ •�^' 11.E + � i �t �
N
L7 e • — _ -s � . �--•ti• , � Jam;• .- � -.> ;°•
i'j _'ti. 'may ��,�` r-�-'`%. r 1�1'i•� •ems:-r •• .i J�� ='^V � _ - y -Y ,/ s!
1 � '� - h-t•;+--•�. 14 � _y, _ _ •1 • • • _�i7Q �� �"'•1�!WSfLV7F-w �
1 1 s; 4 • f ILi,?+ •4
77
Jq_ t `� ( _ F._` +" i +�.1'lhT.1I5 /1 a� I `lF Z�
>ec
0 0.3 0.6 0.,9 1.2 1.5 km M G
0 0.2 0.4 0.6 0.8 1 mi
34.2520°N, 78.0304°W (NAD83/WGS84)
USGS Leland (NC) Quadrangle M_-$ 909
Projection is UTM Zone 17 NAD83 Datum G=1.673

CAPE FEAR RIVER BASIN
Name of Stream
Subbasin
Stream Index Number
Map Number
Class
Merkle Swamp
CPF19
18-68-1-5
G25NW9
C;Sw
Merricks Creek
CPF23
18-74-49-2
J27NE5
C;Sw
Michael Branch
CPF03
16-19-5-1
C20SE2
C;NSW
Middle Creek
CPF17
18-88-5
L27NW7
SA;HQW
Middle Prong Cypress Creek
CPF14
18-23-16-10-1
F22SW8
WS-III
Middle Prong Little Bridge Branch
CPF14
18-23-29-2-1-1
F22SES
C
Middle Run
CPF13
18-20-13-3-4-2
F22SWG
C
Middle Sound
CPF24
18-87-21
127SE9
SA;ORW
Mile Branch (Two Mile Branch) (Jackson Lake)
CPF08
17-7-3
D19NW5
WS-IV:*
Mile Run Creek
CPF02
16-11-14-2-4
C19SE5
C;NSW
Mill Branch
CPF05
16-41-6-5-(1)
D23SW7
WS-IV;NSW
Mill Branch
CPF05
16-41-6-5-(2)
D23SW7
WS-IV;NSW,CA
Mill Branch
CPF14
18-23-29-2-4
F22SE9
C
Mill Branch
CPF17
18-64-10-2
J26SW4
C;Sw
Mill Branch
CPF20
18-68-18-9-i
126SE7
C;Sw
Mill Branch
CPF20
18-68-18-10
I26SW9
C;Sw
Mill Branch
CPF17
18-70-4
J26SE9
C;Sw
Mill Branch
CPF21
18-74-8-4-1-1
G27NE7
C;Sw
Mill Branch
CPF22
18-74-19-2.5
G26NW9
C;Sw
Mill Branch
CPF22
18-74-19-10.5
G26SE3
C;Sw
Mill Branch
CPF22
18-74-21-1.3
H27NW4
C;Sw
Mill Branch
CPF22
18-74-29-6-1
H27SW7
C;Sw
Mill Branch
CPF23
18-74-55-3
J26NE3
C;Sw
Mill Branch
CPF23
18-74-55-6
J26NE3
C;Sw
Mill Branch (Creek)
CPF22
18-74-17-2
G27SE6
C;Sw
Mill Creek
CPF02
16-18-3-(0.5)
C21SE3
WS-II;HQW,NSW
Mill Creek
CPF02
16-18-3-(1.5)
C21SE2
WS-II;HQW;,NSW,CA
Mill Creek
CPF09
17-18
E20NW4
C
Mill Creek
CPF10
17-26-5-4
F20SW2
WS-III
Mill Creek
CPF07
18-13-3
E23SW8
WS-IV;HQW
Mill Creek
CPF13
18-20-13-6
F22SE3
C
Mill Creek
CPF14
18-23-11-(1)
G21NW3
WS-III;HQW:W
Mill Creek
CPF14
18-23-11-(5)
G21NE2
WS-III;HQW:®
Mill Creek
CPF14
18-23-13-1
G21NE7
WS-III
Mill Creek
CPF14
18-23-17-1
G22NWB
WS-III
Mill Creek
CPF15
18-31-11
G21SE9
C
Mill Creek
CPF15
18-31-20
H22NE5
B
Mill Creek
CPF17
18-64-7-2
J25SE5
C;Sw
Mill Creek
CPF17
18-64-15
J26SW5
C;Sw
Mill Creek
CPF19
18-68-1-16
H25SE1
C;Sw
Mill Creek
CPF22
18-74-29-3-2
I26NW6
C;Sw
Mill Creek
CPF23
18-74-55-9-2
J27NW1
C;Sw
Mill Creek
CPF23
18-74-55-11
J26NE9
C;SW
Mill Creek
CPF17
18-77-1-1
J26SE9
C;Sw
Mill Creek
CPF17
18-81-6-1
K26SE4
C;Sw
Mill Creek (Betts Creek)
CPF24
18-87-14
J28SW2
SA;HQW
Mill Creek (Warrior Lake, Crystal Lake)
CPF14
18-23-11-(2)
G21NE2
WS-III,B;HQW:@
Mill Pond
CPF23
18-74-33-5
I27NEB
C;Sw
Mill Run
CPF19
18-68-2-7
H26NW2
C;Sw
Mill Run
CPF23
18-74-55-d
.176NE;b
C;Sw
Mill Swamp
CPF19
18-68-1-17-6
G25SW4
C;Sw
Mill Swamp
CPF19
18-68-2-2
G26SW4
C;Sw
Millers Creek
CPF19
18-68-2-10-3
H26NE7
C;Sw
Millers Creek
CPF22
18-68-2-10-3
H26NE7
C;Sw
Page 18 of 30

Total Pond Volumes
DA-1
Contour Area Incr. Vol. Accum. Vol.
ft SF CF CF
8
5124
0
0
9
6391
5758
5758
10
7852
7122
12879
11
9505
8679
21558
12
10973
10239
31797
12.3
11312
3343
35139
13
14634
12804
44600
14
18342
16488
61088
PP
15
20828
19585
80673
15.5
21757
10646
91319
TP
16
22696
11113
102433
17
28583
37755
129074
18
31918
30251
159325
30231 Vol. T.P
JUL 29 2019

Right Angle Engineering, P.C.
Bellamy Place Townhomes
Wet Detension Basin #1 Design
DETENTION POND SIZING CALCULATIONS
Summerwoods Subdivision
Drainage Area
13.87
acres
Impervious Area =
7.43
acres
Percent Impervious =
53.59%
Pond depth =
6
ft
TSS removal =
9c':5
SA/DA =
3.00 Ao
(No vegetative filter required)
Minimum Required Surface Area at Permanent Pool:
=
0.030
Minimum Required Volume (Schueler Method, see calculations):
Rv = 0.05 + 0.009
(53.59)
Volume = (1"/12")
0.532
Approx. Permanent Pool Dimensions =
235.0
by
Actual Surface Area Provided at PP =
18342
>
Need at Least
26799
ft3
Elevation of Temporary Pool =
14
+
Approx. Surface Dims of Temp. Pool =
245
by
Actual Surface Area at
15.5
=
Temporary Storage Volume Provided =
30231
ft3
Forebay Volume - Minimum 20% of Permanent Pod
Volume
Volume by average area =
18466
sf @ PP
Actual Permanent Pool Volume =
61088
cf
Forebay Volume Required =
(.2•
61088
Forebay Depth =
6
ft
Surface Area at bottom of forebay(Elev. 8') =
200
sf
Surface Area at top of forebay(Elev. 14') =
4736
sf
Forebay Volume Provided =
14808
cf
Orifice Sizing
Q2 =
26799
/
Q5 =
26799
/
Choose a 2" Circular Orifice, Average Head =
0 155 rf¢ >
Choose a 3" Circular Orifice, Average Head =
0.155 cfs <
Therefore, use a 2" Orifice
13.87
43560
0.5323
13.87
' 43560 =
26799 ft3
78
18408 sf
18125
@
Elev. 14 ft
of storage/
18342
1.46 ft
Therefore, use
1.50 ft
1.50
ft =
15.5 ft
88.00
21757
sf
actual vs. design of:
26799 ft3
and
5124
SF at bottom
=
12218
cf
19125 .f
172800
= 0.155
cis (Flowrate required for a 2 day drawdown)
432000
= 0.062
cfs (Flowrate required for a 5 day drawdown)
a2 =
0.03827
a5 =
0.015308
(1.50-(1/2)`(2in/12)/2 =
0.708
ft
dia (in) = 2
a = pi(rA2)
0.0218
of
Q = Ca(2gh)1.5 =
0.0884
cis
0.0884 cfs
>
0.062
cis
(1.50-(1/2)•(4in/12)/2
=
0.688
ft
dia (in) = 3
a = pi(rA2)
0.04909
sf
Q Ca(2gh)A.5 =
0.19597
cfs
0.1960 cis
>
0.062
cfs
Page 1
ECEIV .
JUL 2 9 2019
BY..---

Right Angle Engineering, C. DETENTION POND SIZING CALCULATIONS
Summerwoods Subdivision
Pre -Development 25 Year Storm
by Rational Formula
Q=CIA =
C =
0.3
1 =
7.14 inthr
Tc =
10.00 min
A =
13.9 ac
Q CIA=
29.72 cis
Post -Development 25 Year Storm
by Rational Formula
Q=CIA =
C =
0.575
1 =
7.14
Tc =
10.00
A =
13.9
Q = CIA =
56.98 cfs
Difference between Pre and Post Development
Q = 27.26 afs
Size Outlet Pipe
D = 16(Qn/(sA.5))A(3/8
Qpost =
56.98 cis
s=
1.00%
n =
0.009
D (theoretical) =
29.5 in
D (actual) =
30.0 in
Size Emergency Spillway
impervious 0.00%
pervious = 100.00%
I (in/hr) = eh+7) for T=5 to 120 minutes
impervious 53.59%
pervious= 46.41%
1(n/hr) = g0+7) for T=5 to 120 minutes
Channel Lining: Rip Rap
n= 0.030
1 S= 1.00%
3 Q Mannings (cfs)= 104.12 Max
�-20.0 ft:--►I
Length= 20 ft
Velocity-- 4.53 ft/s
Depth with Freeboard= 1.00 ft
JUL 2 9 2019
Page 2

Outlet Protection - Into
Detention Pond 1
Outlet Protection - Out
of Detention Pond 1
Outlet Protection Sizing
Q (flowrate) Depth (ft) Do (in) La (ft) W (ft) 3*Do (ft)
57.00 1.5 36 10 13.00 9.0
57.00 1.5 36 25 28.00 9.0
3*Do
1
W=Do+La
1

Temporary Sediment Erosion Control
Bellamy Place Townhomes
Sediment Basin Sizing - Drainage area #1
Drainage Area =
13.00
acres
Impervious Area =
7.31
acres
Percent Impervious =
56.2%
Storage of Sediment Calculation
V =
3600
CF per acre for wet basins
V =
46800
CF required
During Construction Q = CIA =
for 10 yr Storm
C pervious = 0.2
C(weighted) =
0.37 C exposed earth = 0.5
I =
6.30 1 (in/hr) = g/(h+T) for T=5 to 120 minutes
Tc =
10
A =
13.00
Q = CIA =
30.20 cfs
Calculate Surface Area Required for Erosion Control
Qpeak =
30.2
cfs
SA =
(0.01) " Qpeak
SA =
13153
SF of trap area for efficiency
Use 1 traps =
13153
SF per trap
46800
CF per trap volume required
Actual size provided=
18500
SF
Design Depth to be=
6 FT
Actual Volume
Provided =
73398 CF below permanent pool elevation
Sediment Storage is adequate
Temporary Rock
Check Dam Sizing
Size all for worst case
Drainage Area to dam =
3.00
acres
Impervious Area to dam =
0.00
acres
Percent Impervious =
0.0%
Storage of Sediment Calculation
V =
1800 CF per Acre
therefore
5400
CF required
Assume cleaned twice during project concurrence
provide
2700
CF storage
2700
CF per trap volume required
Assume depth to provide storage =
5 FT
Trap to be
15
FT wide to fit normal ditch width.
Trap Storage Length =
80
FT of excavated storage
Trap Volume Provided =
3000
CF -- more than required

Runoff and Pipe Calculations
Bellamy Place Townhomes
Pipe #1
Pipe #2
Post -Development 10 Year Storm
Q=CIA =
C =
0.575
1 =
6.30 1(in/hr) = g/(h+T) for T=5 to 120 minutes
Tc =
10.00 min
A =
13.80 ac
Q = CIA = 50.00
Size Outlet Pipe
D = 16(Qn/(s^.5))^(3/8)
s = 0.30%
n = 0.009
D (theoretical) = 35.2 in
D (actual) = 36.0 in
Use 36 irlh for pipe inlet 1to pond
Post -Development 10 Year Storm
Q=CIA =
C =
0.570
1 =
6.30 1(in/hr) = g/(h+T) for T=5 to 120 minutes
Tc =
10.00 min
A =
10.00 ac
Q = CIA = 35.91 cfs
Size Outlet Pipe
D = 16(Qn/(s^.5))"(3/8)
s = 0.30%
n = 0.009
D (theoretical) = 31.1 in
D (actual) = 36.0 in
Use 36 injh.

Pipe #3
Pipe #4
Post -Development 10 Year Storm
Q=CIA=
C =
0.570
1 =
6.30 1(in1hr) = gl(h+T) for T=5 to 120 minutes
Tc =
10.00 min
A =
5.00 ac
Q = CIA = 17.96 cfs
Size Outlet Pipe
D = 16(Qn/(s^.5))^(3/8)
s = 0.30%
n = 0.009
D (theoretical) = 24.0 in
D (actual) = 24.0 in
Use 24 inch.
Post -Development 10 Year Storm
Q=CIA =
C =
0.600
1 =
6.30 1(inlhr) = gl(h+T) for T=5 to 120 minutes
Tc =
10.00 min
A =
2.00 ac
Q = CIA = 7.56 cfs
Size Outlet Pipe
D = 16(Qn/(s^.5))"(3/8)
s = 0.30%
n = 0.009
D (theoretical) = 17.4 in
D (actual) = 18.0 in
Use 18 inch.

IMPERVIOUS AREA TOTALS
Bellamy Place Townhomes
Total Property Area 13.87 acres
Project Area 13 acres
Upland area
Disturbed Area
Roadways
2.5
acres
Ponds
1.5
acres
Common Area
1.5
acres
Townhouse sites
3.1
acres
Total Disturbed Area
8.6
acres
Project Built Upon Area
57%
(Impervious Area in Proposed Development divided by Total Project Area)
Drainage Area
13.87
acres
(Onsite and No Offsite Drainage)
Proposed Impervious Area
323760
sf
7.43 AC
WDB #1 Area
Onsite structures
78 units @ 1680 SF/unit
131040
SF
3.01
Sidewalks
14860
SF
0.34
Parking areas
91879
SF
2.11
Roadways
34273
SF
0.79
Mail Kiosk
1132
SF
0.03
Picnic Area
477
SF
0.01
Nature Trail
11918
SF
0.27
Future Impervious Allocation
38181
SF
0.88
Impervious to WDB#1
323760
SF
7.43 AC

Bellamy Place Townhomes Skimmer in Wet
Detension Basin
Calculate Skimmer Size
Basin Volume in Cubic Feet
(Days to Drain*
NC assume 3 days to drain
46,800 Cu.Ft
3 Days
Skimmer Size
Orifice Radius
Orifice Diameter
July 2019
4.0 Inch
1.8 Inch[es]
3.5 Inch[es]

Hall, Christine
From: Hall, Christine
Sent: Monday, June 17, 2019 1:08 PM
To: Steve Shuttleworth; [e-mail]
Cc: Tom Smith; Weaver, Cameron; Scott, Georgette
Subject: RE: [External] Bellamy Place Town home
Steve,
Thank you for the email and a bit more of the explanation. I will work with Cameron to get this one scheduled.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
'Nothing Compares -�,..
Ennail correspondence to and from this address is subject to the
North 'Carelina Public .;?ece: ds Law and ma,; be disclosed to third parties.
From: Steve Shuttleworth <[e-mail]>
Sent: Friday, June 14, 2019 7:01 AM
To: Hall, Christine <[e-mail]>; [e-mail]
Cc: Tom Smith <[e-mail]>; Weaver, Cameron <[e-mail]>; Scott, Georgette
<geo rgette.scott@ ncdenr.gov>
Subject: Re: [External] Bellamy Place Town home
Christine thanks for the help and explanation. WE are working with Pat Mazzarone who owns both Mazzarone
Construction and Summerlyn Trace.
He will attend the submittal appointment for the modification when the appointment is scheduled. He and Right Angle
engineering will have a compete permit transfer application to submit then to. We think the most straight
forward process is to Transfer from Mazzarone Construction to the current land owner Summerlyn Trace. This will
allow the minor modifications to be reviewed and permit modified to the current land owner.
Sorry for the confusion.
On Mon, Jun 10, 2019 at 10:08 AM Hall, Christine <Christine.HaIIPncdenr.eov> wrote:

Steve,
The records show that the property was transferred from one corporation to another, which would require a transfer
of the stormwater permit. Additionally, the seller is for this property has not been confirmed as promised in your 6/6
email sent at 10:01 am.
I have discussed the situation with Georgette and confirmed that in order to be able to schedule this non -compliant
project with ownership issues into Express, a complete transfer package will need to be provided at the submittal
meeting to be logged in after the modification is approved. This transfer can either be to the purchasers or to the
current property owner. If the transfer package is not complete or not available at the submittal meeting, the
modification will not be able to be accepted into the express program.
Once it is confirmed that a complete transfer package will be provided at the submittal meeting, we will be happy to
schedule this project.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.haII1a)_ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
.- 9-Nothing Compara=�i
Emai; ;oi*respoi: � iace to a:. !:rom this Jcress sirbiect :io i"

f4orth Carolina Pu{ ; Records La and may be d;sclosed to -hird ,p tias.
From: Steve Shuttleworth <[e-mail]>
Sent: Friday, June 07, 2019 7:33 AM.
To: Hall, Christine <[e-mail]>
Cc: Tom Smith <[e-mail]>; Weaver, Cameron <[e-mail]>; [e-mail]
Subject: Re: [External] Bellamy Place Town home
Did you get satisfied on ownership and set an submittal appointment time?
We really need this on the schedule Im not sure the point of fast track if we can't even get an appoint set to submit. I
understand those appointments can be 30 days out but we asked 2 weeks ago for the appointment
On Thu, Jun 6, 2019 at 9:41 AM Hall, Christine <[e-mail]> wrote:
Steve,
Please help me understand this document. Schedule A (page 1) appears to support that Summerlin Trace, LLC owns
tracts 1 and 2. According to this document, Mazzarone Construction, Inc owns Tract 3,which is described as a 381
square foot parcel. How does this supports Patrick Mazzarone or Mazzarone Construction, Inc owning the property?
The Brunswick County GIS Data Viewer references plat book 26, page 316 and deed book 3110, page 1143.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
ch risti ne.hallO-ncdenr.Qov

127 Cardinal Drive Ext.
Wilmington, NC 28405
F - - C.P.
Email correspondence to and from ti rs add-ness is subject to the
North Carolina Public Records Last and may be u=zcicsed to third parties.
From: Steve Shuttleworth <[e-mail]>
Sent: Wednesday, June 05, 2019 5:38 PM
To: Hall, Christine <[e-mail]>
Cc: Tom Smith <[e-mail]>; Weaver, Cameron <[e-mail]>; [e-mail]
Subject: Re: [External] Bellamy Place Town home
Christine here is the title commitment we received on the Bellamy Village project. This should help with any concerns
over current ownership.
Thanks hope to see you in early July.
On Wed, Jun 5, 2019 at 4:52 PM Hall, Christine <[e-mail]> wrote:
From what I understand the current permittee no longer owns the property and the permit needs to also be
transferred to the current owners. When do you expect to submit the transfer request? Will it be provided at the
submittal meeting to be logged in after the modification is approved?
Christine Hall
4

i Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hall(a)- ncdenr.aov
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email corresponder-ce to arid t'ron} this addtaess is subect to the
North Carolina Public Records Law ,.,nd may be -, scfcsed to third parties.
From: Steve Shuttleworth <[e-mail]>
Sent: Wednesday, June 05, 20191:16 PM
To: Hall, Christine <[e-mail]>
Cc: Tom Smith <[e-mail]>; Weaver, Cameron <[e-mail]>; [e-mail]
Subject: Re: [External] Bellamy Place Town home
Do not click links or open _ . Send all suspicious an attacl�me
Nano --
Yes that is corrected
On Wed, Jun 5, 2019 at 12:59 PM Hall, Christine <Christine.HaIIPncdenr.eov> wrote:
5

The express request does not list the applicants company. Can you confirm that Mazzarone Construction, Inc. will
still be the permittee?
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources State Stormwater Program
Department of Environmental Quality
i
i
910 796 7215 office
910 796 7335 direct
christine. hal l(cDncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
rial7 cor:esoo;,<iar a to ar d troin this add;E.ss is subject !'c the
No&n Carolina Pub is Records Late and may be rssciosed to tilirc! P10.r ies.
From: Hall, Christine
Sent: Tuesday, June 04, 2019 5:12 PM
To: Steve Shuttleworth <[e-mail]>; Weaver, Cameron <[e-mail]>
Cc: [e-mail]; Tom Smith <[e-mail]>
Subject: RE: [External] Bellamy Place Town home
Shane / Steve,
6

I
I received both of your voice mails this afternoon asking about the status of the express request. This one is third in
line for scheduling. I'm trying my best to get to a point where I can schedule new express projects. As soon as I can,
we will let you know what that date is.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hallCa) ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
ih5ncm,rc
Email correspordence to and f vm this aodkress is subject to the
Nrrth t3arolina Pub:;'-- " el-" lds Lair and may be -.'sGJsec" _o thii':! Pgrries.
From: Steve Shuttleworth <[e-mail]>
Sent: Monday, June 03, 2019 12:32 PM
To: Weaver, Cameron <[e-mail]>; Hall, Christine <[e-mail]>
Cc: [e-mail]; Ton. Smith <[e-mail]>
Subject: [External] Bellamy Place Town home
7

Externai email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment
Cameron and Christine
Shane Lippard is working on the Bellamy Place townhome permit modification for Pat Mazzeron.
He asked about 2 weeks ago and we still don't have a date Please set a date for the submittal
Steve Shuttleworth
Shuttleworth Inc
711 Carolina Beach Ave North
Carolina Beach
North Carolina 28428
719 499 1373 cell
719 623 0473 direct fax
[e-mail]
www.steveshuttleworth.com
Steve Shuttleworth
Shuttleworth Inc
1 711 Carolina Beach Ave North
Carolina Beach
North Carolina 28428
719 499 1373 cell
8

719 623 0473 direct fax
[e-mail]
www.steveshuttleworth.com
Steve Shuttleworth
Shuttleworth Inc
711 Carolina Beach Ave North
I Carolina Beach
North Carolina 28428
719 4991373 cell
719 623 0473 direct fax
Steve([e-mail]
www.steveshuttleworth.com
Steve Shuttleworth
Shuttleworth Inc
711 Carolina Beach. Ave North
Carolina Beach
North Carolina 28428
9

719 499 1373 cell
719 623 0473 direct fax
[e-mail]
www.steveshuttleworth.com
Steve Shuttleworth
Shuttleworth Inc
711 Carolina Beach Ave North
Carolina Beach
North Carolina 28428
719 499 1373 cell
719 623 0473 direct fax
[e-mail]
www.steveshuttleworth.com
10

For DEQ U�IJ�Y,
Reviewer. �—
North Carolina Department of Environmental Quality submit 7— i
Request for Express Permit Review
Time: iw
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application
package of the project location. Please include this form in the application package.
• Asheville or Mooresville Regions -Alison Davidson 828-296-4698,afton.davidsonbncdenr.aov
• Winston-Salem, Fayetteville or Raleigh Regions -David Lee 919-7914204, davidlee(cD-ncdenrsrov
® Washington Region -Lyn Hardison 252-948-3842 or lyn.hardison(amcdenrsrov
• Wilmington Region -Cameron Weaver 910-796-7265 or cameron. weaver®ncdenrgov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: BELLAMY PLACE TOWNHOMES County: BRUNSWICK
Applicant: PAT MAZZERONECompany:
Address: P.O. BOX 1489 City: BURGAW, State: NC Zip: 28425-_
Phone: _ _ _, Fax: _ _ Email: @
Physical Location:1080 VILLAGE ROAD, LELAND, NC
Project Drains into MILL CREEK waters — Water classification C.SW (DWR Surface Water Classifications Mar)
Provided Existing Permits
related to this Project
SW 8070103
SW
SW
NPDESNPIC.
WQ ' Q
WQ I
WQ
E&S
E&S
Other
Project Located in CAPE FEAR River Basin. Is project draining to class ORW waters? N, within '/z mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters? N
Engineer/Consultant: SHANE LIPPARD, PE Company: RIGHT ANGLE ENGINEERING
Address: 212 PRINCESS STREET City: WILMINGTTOON, State: NC Zip: 28409-V _ ECE'
Phone: [phone], Fax: [phone], Email: roe csl bellsouth.net JE
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLEY 11 ��
$ # JOBS 8 SECTION ONE: REQUESTING A SCOPING MEETING ONLY BY!-
0 Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
H Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
Z State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
ElHigh Density -Bio-Retention _ # Treatment Systems ElHigh Density —SW Wetlands _ # Treatment Systems
ElHigh Density -Other _ # Treatment Systems / ® MOD:❑ Major ® Minor ® Plan Revision ❑ Redev. Exclusion SW (Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with acres to be disturbed. (CK # & Amt. (for DEQ use))
SECTION THREE —.PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ® Yes ❑ No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: EK Yes ❑ No
Received from US ACOE ❑ Yes ❑ No
Buffer Impacts: ® No ❑ YES: acre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process wl US ACOE: ❑ Yes ® No Permit
For DEQ use only
Fee Split for multiple permits: (Check # 1 Total Fee Amount S
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
$
LQS
$
Stream Deter,_
$
NCDEQ EXPRESS August 2018

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1. Project Description: The Project is proposed to be a residential town home
project 13.87 acre parcel with 78 units along Village Road. Infrastructure will include
construction of road, curb, gutter, storm drainage system, water, and sewer. The land
disturbing activity associated with.the project will consist of clearing and grubbing of
vegetation, preservation of existing trees, grading of the site, and sediment and erosion
control measures such as a silt fence, gravel construction entrance, and the wet
detention pond will function as a sediment basin. The total area which will be disturbed
for this project is 12 acres. Total impervious area will be 6.56 AC for the proposed
construction of roads, sidewalks, and residential units. This project was previously
permitted in 2007 under SW8 070103. This minor modification is a result of slight
changes to the site layout but does not exceed the permitted impervious amount or the
surface area of the permanent pool.
2. Site Description: The project site is in Brunswick County, NC, located just off
of Village Road just north of intersection of Cleatwood Road. The property on which the
development will take place is currently in the Town of Leland corporate limits.
On site soils consist mainly of Leon and Baymeade soils. These soils are mainly loamy,
fine sands. Approximately 0.2 acres of wetlands are located on the parcel and have
been submitted for approval to the USACE. No wetlands will be impacted by the project
construction.
General slope of the site is from south to north towards the rear of the site.
Land use in the vicinity is residential, light commercial, and rural agricultural.
3. Adjacent Property: The areas adjacent to the project site are residential areas
and one commercial site that is currently used for mobile home rentals.
4. Drainage Considerations: There is an existing wetland area on the property
that is connected to Mill Branch Creek. There are ditches on site that feed into the
existing wetlands.
The road will be bounded with curb and gutter to curb and tied to a collection system of
piping. All of the collection system will be directed to a proposed wet detention basin
that is sized for the 1" runoff of impervious areas. The runoff from the buildings will be
directed into the collection system and sent to the basin. The basin is sized to provide
sufficient runoff capacity filtration for the entire allowable impervious area. The wet
detention basin is to provide detention of the pre -construction and post -construction
runoff difference and meet the 90% TSS water quality requirements. The amount of
retention was based on the Type III rainfall distribution of the 25 year, 24-hour storm.
Calculations are provided.
5. Erosion Control Considerations: The following erosion control measures are
used on this project:
Bellamy Place Townhomes
May 2019

DESIGN NARRATIVE FOR HIGH DENSITY PROJECT
MINOR MODIFICATION
FOR
BELLAMY PLACE TOWNHOMES
BRUNSWICK COUNTY, N.C.
May 22, 2019
TABLE OF CONTENTS
1.0 PROJECT DESCRIPTION
2.0 SITE DESCRIPTION
3.0 ADJACENT PROPERTY
4.0 DRAINAGE CONSIDERATIONS
5.0 EROSION CONTROL CONSIDERATIONS
6.0 CONSTRUCTION SCHEDULE
7.0 VEGETATION PLAN
8.0 MAINTENANCE PLAN
APPENDIX
IMPERVIOUS AREA TOTALS
RUNOFF CALCULATIONS
PIPE CALCULATIONS
Bellamy Place Townhomes
May 2019

1. Temporary Gravel Construction Entrance/Exit
To prevent sediment from leaving the site, temporary gravel construction
entrances should be installed where the access road enters the site and
instersects with Village. For dimensions and specifications, see construction
details.
2. Land Grading
The existing slope of the site is from south to north towards the front of the parcel.
Most of the disturbed areas on the site will sheet flow to the existing drainage
patterns on the site.
3. Silt Fence
Silt fence should be installed prior to clearing and grading activities. Silt fence
should. be checked routinely. If needed, silt fence should be cleaned and replaced
if damaged. See Construction Detail for dimensions and specifications.
4. Wet Detention Basin
A wet detention basin will be constructed for long term runoff pollutant control, and
this area will be used as a sediment basin during construction. Outlet control
structure with rip rap energy dissapator will be installed when basin is excavated
and 30' sodded vegetated filter will be placed after the rip rap to provide additional
filtering prior to discharge into the existing wetland.
6. Construction Schedule:
1. Obtain plan approval and other applicable permits.
2. Hold pre -construction meeting at least one week prior to beginning construction.
3. Install temporary construction entrance/exits.
4. Before clearing and grading of the site, install silt fencing, detention basin with outlet
structure, and clean and replace as necessary.
5. Begin clearing and grading of the site.
6. Install storm piping.
7. Install new roadway.
8. Sod/Seed, mulch, and tack immediately to establish proper vegetation.
9. All erosion and sediment control practices will be inspected weekly and after each
rainfall event. Needed repairs will be made immediately.
10. After the entire covered area is stabilized, all temporary measures will be removed
and permanent vegetative repairs to be completed.
7. Vegetation Plan:
Bellamy Place Townhomes
May 2019

1. After complete stabilization of the entire covered area, top cover soils will be
roughened by making 1 "-2" deep grooves perpendicular to the slope.
2. Spread lime (agricultural limestone) evenly over the area at a rate of 1.5 tons/acre;
spread 10-10-10 fertilizer at a rate of 1000 lb/acre and incorporate into the top 6" of
soil.
3. Loosen surface prior to applying seed.
4. Broadcast seed at recommended rates.
5. Rake seed into the soil and lightly pack to establish good contact.
6. Mulch with 4000 lb/acre grain straw or equivalent and anchor by weighted farm disc
set nearly straight or other mulch anchoring tool.
7. Mow as needed and refertilize in late winter or early spring by topdressing with 10-
10-10 fertilizer.
8. Graded surfaces shall not be exposed without grass coverage for more than 15
days. If grades are not complete and exposure is more than 15 days, temporary
seed with rye grain at 50 lb/acre.
8. Maintenance Plan:
1. Contractor shall maintain all sedimentation and erosion control devices during
construction.
2. All devices shall be checked after each rain event and weekly. Repairs shall be
made immediately when detected.
3. Any deficiencies shall be brought to the immediate attention of the Engineer.
Seed Types and Application Rate / Schedule
Temporary Seeding
Grass Type
Amount / 1000 SF
Time of Seeding
Initial
Rye Grain
1-2 Ibs
Nov. — Jan.
25 Ibs 10-10-10
Brown Top Millet
1-2 Ibs
June — Aug.
25 Ibs 10-10-10
Permanent Seeding
Grass Type
Amount
Time of
Initial
Fertilization /
Fertilization /
Fertilization /
/1000
Seeding
1000 sf
1000 sf
1000 sf
Bellamy Place Townhomes
May 2019

sf
Maintenance
Maintenance
maintenance
BuFmuda,
1-2 Ibs
Apr. —
25 Ibs
March -April
Each 4-8
Aug. -Sept.
Common
June
10-10-10
12lbs
Weeks
12lbs
10-10-10
1-2 ibs N.
10-10-10
Fescue, Tall
5-7 Ibs
Sept. —
25 Ibs
Feb -March
May & Dec.
Sept. -Oct.
(Kentucky
Oct.
10-10-10
12 Ibs
'/2 to 1 lb. n.
12 Ibs
31)
Feb. —
10-10-10
10-10-10
Oct.
Sericea
1-2 Ibs
March —
25 Ibs
Feb -March
%2 to 1 lb. N.
N/A
Lespedeza
Apr.
10-10-10
(Slopes)
*" Bermuda Sod Where shown on the plans.
END OF PLAN
Bellamy Place Townhomes
May 2019

Weaver, Cameron
From: raepcsl <[e-mail]>
Sent: Wednesday, May 22, 2019 1:27 PM
To: Weaver, Cameron
Subject: [External] Bellamy Place Townhomes
Attachments: designnarr.pdf, REQUEST FOR EXPRESS form FINAL.pdf, FINAL-C2.pdf
Hey there Cameron.
Got an old one coming back to life. I talked to Christine about it last week and we think it fits into a minor modification that
we could do through express.
The original permit was SW8 070103. The project did not get constructed then, but is moving forward now. We had to
take it back through Leland TRC and had some changes to the layout and impervious amounts. Fortunately it was not
over the previous allocated amount.
Attached is express request, narrative, and site plan.
Let me know what the next available scheduling time is.
Thanks,
Shane Lippard, PE
Right Angle Engineering, PC
910-251-8544

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