SW8140416_HISTORICAL FILE_20200217

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 J+D4 16
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
M, HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
202-0 OZ 17
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRIAN WRENN
Acting Director
February 17, 2020
Signature Top Sail NC, LP
& Signature Top Sail GP, LLC
ATTN: Mike Pollak
9337 B Katy Freeway #377
Houston, TX 77024
E-mail: [e-mail]
signature-companies.com
NORTH CAROLINA
Environmental Quality
Subject: State Stormwater Management Permit No. SW8 140416 Modification
Wyndwater Phase 2 (incl. addition of 8 lots in Phase 9 area)
High Density Subdivision Wet Pond Project
Pender County
Dear Mr. Pollak:
The Wilmington Regional Office received a complete, modified State Stormwater Management Permit
Application for the subject project on January 14, 2020 with additional information submitted on February 111
2020. Staff review of the plans and specifications has determined that the project, as proposed, will comply
with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2008-21 I. We are
forwarding modified Permit No. SW8 140416 dated February 17, 2020, for the construction, operation and
maintenance of the stormwater control measures (SCMs), built -upon areas, as well as the stormwater
collection system and/or vegetated conveyance system associated with the subject project. Please replace the
previously approved plan sheets with the attached modified and approved versions, or add the attached plans
to the previously approved plan set, as necessary. Please replace the previous application (SWU-101), wet
pond supplement, and O&MAgreement, with the attached modified versions.
This permit shall be effective from the date of issuance until July 3, 2022 and shall be subject to the conditions
and limitations as specified therein, and does not supersede any other agency permit that may be required.
Please pay special attention to the permit conditions regarding the operation and maintenance of the SCMs,
stormwater collection system, and/or vegetated conveyances; the limitation of built -upon area; modification of
the project; the procedures for changing ownership of and/or transferring the permit; and the need to renew the
permit. Please also pay attention to the permit conditions that requires the recordation of deed restrictions and
protective covenants, easements, and the maintenance agreement, which must all be provided along with
certification upon completion of the project. Failure to comply with these requirements will result in future
compliance problems.
The following modifications are included and covered by this permit:
1. Changing the built -upon area (BUA) to make all lots 4,500 square feet each.
2. The removal of one lot from previous Phase 9 area (now totaling 8 lots) thus reducing the overall
number of lots by one, for a total of 69 lots with a total BUA of 418,899 square feet in this Phase 2.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH).
'the written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed
with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions
regarding the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service
Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at
www.NCOAII.com. Unless such demands are made this permit shall be final and binding.
North Carolina Department of Environmental Quality l Division of Energy, Mineral and Land Resources
_ •/ Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington North Carolina 28405
910.796.7215

State Stormwater Permit No. SW8 140416 MOD
Page 2 of 2
If you have any questions, or need additional information concerning this matter, please contact Steve Pusey in
the Wilmington Regional Office, at [phone].
Sincerely,
,;Brian Wrenn,A J'ii dor
Division of Energy, Mineral and Land Resources
Enclosures: Application Documents
DES/sgp: \\\Stormwater\Permits & Projects\2014\140416 HD\2020 02 permit 140416
cc: Garry Pape, PE—GSP Consulting
Pender County Planning Department
Wilmington Regional Office Stormwater File

State Stormwater Management Systems
Permit No. SW8 140416 MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Signature Top Sail NC Ltd. LP
Wyndwater Phase 2 (including Phase 9 lots)
Sloop Point Road, Hampstead, Pander County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter referred to as the
"stormwater rules') 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 (hereafter referred to as the Division or DEMLR) and considered a part of this permit.
This permit shall be effective from the date of issuance until July 3, 2022 and shall be subject to the
following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
The subdivision is permitted for 69 lots, each limited to a maximum of 4,500 square feet of
built -upon area.
3. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.8 of this permit. The runoff from all built -upon area within the permitted
drainage area(s) of this project must be directed into the permitted stormwater control
measure(s). The stormwater control measure has been designed to handle the runoff from
418,899 square feet of impervious area.
4. The maximum built -upon area allowed for the entire subdivision is 418,899 square feet.
5. The drainage area will be limited to the amount of built -upon area indicated in Sections 1.3 and
1.8 of this permit, and per approved plans.
6. A 50' wide vegetative buffer must be provided and maintained adjacent surface waters,
measured horizontally from and perpendicular to the normal pool of impounded structures, the
top of bank of both sides of streams and rivers and the mean high water line of tidal waters.
7. All runoff being directed into wetlands shall flow into and through those wetlands at a non -
erosive velocity.
Page 1 of 8

State Stormwater Management Systems
Permit No. SW8 140416 MOD
8. The following design criteria have been permitted for the wet detention pond and it must be
provided and maintained at the design condition.
Pond 1
a.
Drainage Area, acres:
Onsite, ftz:
Offsite, ftz:
24.01
1,046,055
0
b.
Total Impervious Surfaces, ftz:
Onsite, ftz:
Offsite, ftz:
418,899
0
c.
Average Pond Design Depth, feet:
4.5
d.
TSS Removal Efficiency:
90%
e.
Design Storm, inches:
1.5
f.
Permanent Pool PP Elevation, FMSL:
20.5
g.Permitted
PP Surface Area, ft :
33,673
h.
Temporary Storage Elevation, FMSL:
21.92
i.
Permitted Storage Volume, ft3:
55,827
j.
Predevelo ment 1 r-24 hr. discharge rate, cfs:
0.95
k.
Controlling Orifice, inch 0 e:
4.0
I.
Orifice Flow Rate, cfs:
0.29
m.
PP Volume, ft3:
138,674
n.
Forebay Volume, ft3:
29,015
o.
Maximum Fountain Horsepower:
1/2
p.
Receiving Stream/River Basin:
Mullet Run / Cape Fear
.
Stream Index Number:
18-87-9-1
r.
Classification of Water Body:
SA; HWO over'% mile
11. SCHEDULE OF COMPLIANCE
No person or entity, including the permittee, shall alter any component of the approved
stormwater system shown on the approved plans unless and until the Division has approved of
the revised plan.
2. 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.
3. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately. If the stormwater system is 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.
4. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 140416, as issued by the Division of
Energy, Mineral and Land Resources under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the Division.
e. Alteration of the drainage as shown on the approved plans may not take place without
the concurrence of the Division.
f. The maximum built -upon area per lot is 4,500 square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 140416 MOD
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.
g. For those lots within CAMA's Area of Environmental Concern, where DCM calculates a
different maximum lot built -upon area, the governing lot BUA shall be the more
restrictive of the two numbers.
h. All runoff from the built -upon areas on the lot must drain into the permitted system. This
may be accomplished through providing roof drain gutters, which drain to the pond or
street, grading the lot to drain toward the street or directly into the pond, or grading
perimeter swales and directing them into the pond or street.
i. Built -upon area in excess of the permitted amount will require a permit modification.
j. All affected lots shall maintain a 50' wide vegetative buffer adjacent to surface waters,
measured horizontally from and perpendicular to the normal pool of impounded
structures, the top of bank of each side of streams and rivers and the mean high water
line of tidal waters.
k. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the requirements of the Stormwater Rules is subject
to enforcement procedures as set forth in G.S. 143, Article 21.
5. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of
the date of recording the plat, and prior to selling lots. The recorded copy must contain all of
the statements above, the signature of the Permittee, the deed book number and page, and
the stamp/signature of the Register of Deeds.
6. If permeable pavement BUA credit is desired, the permittee must submit a request to modify
this permit to incorporate such language as required by the Division. The request to modify
must include a proposed amendment to the deed restrictions and protective covenants for the
subdivision, and a soils report identifying the type of soil, the Seasonal High Water Table
elevation and the infiltration rate. Upon the successful completion of a permit modification, the
individual lot owners that request to utilize permeable pavements shall submit the necessary
forms and documentation to the permittee, or a designated agent, and receive approval prior
to construction of the permeable pavement.
7. The permittee shall review all lot plans for new construction and any subsequent modifications
and additions, for compliance with the conditions of this permit. The permittee shall not
approve any lot plans where the maximum allowed built -upon area has been exceeded, or
where revisions to the grading or to the storm drainage system are proposed unless and until
a permit modification has been approved by the Division.
8. The permittee is responsible for the routine monitoring of the project for compliance with the
built -upon area limits, grading, and the storm drainage system established by this permit, the
permit documents, the approved plans, and the recorded deed restrictions. The permittee shall
notify any lot owner that is found to be in noncompliance with the conditions of this permit in
writing, and shall require timely resolution.
9. The permittee shall at all times provide the operation and maintenance necessary to assure
that all components of the permitted stormwater system function at design condition. The
approved Operation and Maintenance Agreement is incorporated by reference into this permit
and must be followed in its entirety and maintenance must occur at the scheduled intervals.
10. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
11. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 140416 MOD
12. If the permanent pool volume is greater than 30,000 cubic feet, a decorative spray fountain 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 the fountain's pump is based on the permanent pool
volume. The maximum pump power for a fountain in this pond is 1/2 hp.
13, Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, the permittee shall cause a certification from an appropriate
designer for the system installed to be submitted, 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.
14. All stormwater collection and treatment systems must be located in either public rights -of -way,
dedicated common areas or recorded easements. The final plats for the project will be
recorded showing all such rights -of -way, common areas and easements, in accordance with
the approved plans. Access to the stormwater facilities for inspection and maintenance shall
be maintained via appropriate recorded easements at all times.
15. 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. Redesign or addition to the approved amount of built -upon area or to the drainage
area.
C. Further development, subdivision, acquisition, lease or sale of any, 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.
d. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
e. The construction of any future BUA listed on the application.
16. Prior to transfer of the permit, the stormwater facilities will be inspected by Division personnel.
The project and the stormwater facility must be in substantial compliance with all permit
conditions. Any items not in substantial compliance must be repaired, replaced or restored to
design condition prior to the transfer. Records of maintenance activities performed to date will
be required.
17. 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
Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the Stormwater rules is subject to enforcement procedures as set forth
in NCGS 143 Article 21.
2. 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.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 140416 MOD
3. In the event that the facilities fail to perform satisfactorily 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. Additional or replacement
stormwater management systems shall receive a permit from the Division prior to construction.
4. 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 Name/Ownership Change
Form, accompanied by the supporting documentation as listed on the form, to the Division of
Energy, Mineral and Land Resources at least 60 days prior to any one or more of the following
events:
a. An ownership change including 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;
b. The sale or conveyance of the common areas to a Homeowner's or Property Owner's
Association, subject to the requirements of Session Law 2011-256;
C. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121;
e. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-01(e) and
NCGS 57D-6-07;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
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.
6. The permittee grants DEMLR Staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted stormwater management
facility.
The permit issued shall continue in force and effect until modified, revoked, terminated or
renewed. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or termination does not
stay any permit condition.
8. Approved plans, calculations, supplement forms, operation and maintenance agreements and
specifications for this project are incorporated by reference and are enforceable parts of the
permit. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater control
measure must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
10. The issuance of this permit does not prohibit the Director from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws,
rules and regulations contained in Session Law 2006-246, Title 15A NCAC 2H.1000, and
NCGS 143-215.1 et.al.
11. The permittee shall submit a permit renewal application request 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.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 140416 MOD
Permit modified and reissued this the 17th day of February 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Brian Wrenn, Actin-g-Dtrector —
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 140416
Page 6 of 8

Pusey, Steven
From: Garry Pape <[e-mail]>
Sent: Tuesday, February 11, 2020 8:06 AM
To: Pusey, Steven
Subject: [External) RE: SW8 140416 Request for Clarification
Attachments: 2020-02-11 Wyndwater Phase 9.pdf
Steve,
There are only 69 Lots. Phase 9 has only 8 lots, see attached. It was reduced from 9 to 8 due to a Power Line
encroachment.
From: Pusey, Steven [mailto:[e-mail]]
Sent: Monday, February 10, 2020 4:15 PM
To: Garry Pape
Subject: SW8 140416 Request for Clarification
Garry
I'm trying to do the math for the number of lots in the Wyndwater Phase 2 project. See below:
You submitted the BUA for lots in the application was 310,500 sf.
Previously, you had a total of 70 lots in the subdivision (including 9 lots from the Phase 9 section). This would make it 70
x 4500 sf per lot = 315,000 sf total.
How did you get 310,500?
Thanks,
Ore" 44ey
Steve Pusey, El
Environmental Engineer II
Division of Energy, Mineral and Land Resources — State Stormwater
Department of Environmental Quality
910 796 7215 office
910 796 7331 direct
steven.ousevPncdenr.zov
127 Cardinal Drive Ext.
Wilmington, NC 28405
( ry�yyvv. H.Mraf
- wWIa�J Frwur, ri
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
1

i
LOT 344
11,232 SF
LOT 345
10,400 SF
LOT 346
9,286 SF
LOT 347
9,504 SF
LOT 351
12,162 SF
LOT 350
12,000 SF /
LOT 349
11,719 SF I /
LOT 348
10,278 SF

Pusey,Steven
From: Pusey, Steven
Sent: Tuesday, February 04, 2020 4:00 PM
To: Garry Pape -
Subject: RE: [External] RE: Inspection Report for Wyndwa r Phase 2; SW8 140416
Garry,
Here is the last email correspondence I have on Wyndwater Phase 2. Please advise ASAP.
Thanks,
Steve
From: Garry Pape <[e-mail]>
Sent: Friday, December 13, 2019 9:47 AM
To: Pusey, Steven <[e-mail]>
Subject: [External] RE: Inspection Report for Wyndwater Phase 2; SW8 140416
Steve,
I have been informed by the developer that the improvements will be finalized in the beginning of the week and the
deed restriction amendment will be recorded next week also so will need to request 1 more extension till the end of
next week for 12/20/2019. - Garry
From: Garry Pape 1
Sent: Thursday, December 05, 2019 1:58 PM /
To: 'Pusey, Steven'; mike(@signature-companies.com
Cc: Jennifer Evans (iennifer(cbsianature-companies.com); Travis Holder
Subject: RE: Inspection Report for Wyndwater Phase 2; SW8 140416
Steve,
For this Permit Transfer, the developer is in the process of amending the deed restrictions to correct the allowable BUA
for lots 85-104m installing the orifice in the outlet structure and repairing the trash rack on the outlet structure.
These corrections are anticipated to be completed by next week so we are requesting an extension from the 12/6/2019
date to 12/16/2019. Thanks. - Garry
From: Pusey, Steven[mailto:steven.pusey(&ncdenr.gov]
Sent: Tuesday, November 19, 2019 4:48 PM
To: mike(alsignature-compan ies.com; Garry Pape
Subject: Inspection Report for Wyndwater Phase 2; SW8 140416
Gentlemen:

Please reference the attached inspection report and letter for Wyndwater Phase 2. The deficiencies need to be resolved
before we can transfer the permit.
Regards,
Steve Pusey, El
Environmental Engineer II
Division of Energy, Mineral and Land Resources —State Stormwater
Department of Environmental Quality
910 796 7215 office
9107967334 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
IIII e'�qqyy. Htra.al
onGlMWR 101rrrs
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
'� Before printing this email, please consider your budget and the environment.

Pusey, Steven
From: Pusey, Steven
Sent: Tuesday, February 04, 2020 3:51 PM
To: Pape, Garry ([e-mail])
Subject: FW: [External] RE: Inspection report for Wyndwater Phase 3; SW8 150908
Garry,
I am forwarding this message again because I never received your response. Also, we received a Modification package
for this permit but we can't enter it until we issue the transfer. So, on the transfer, we are still missing the recorded
amendment to the deed restrictions stating the BUA that was different for lots 85-104. Your restrictions only state each
lot at 4,500 sf.
Please advise ASAP.
Thanks,
Steve Pusey, El
Environmental Engineer II
Division of Energy, Mineral and Land Resources — State Stormwater
Department of Environmental Quality
910 796 7215 office
910 796 7331 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
Cnr.gy. Mineral
and (and Rnources
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Before printing this email, please consider your budget and the environment.
From: Pusey, Steven
Sent: Tuesday, December 17, 2019 2:56 PM
To: Garry Pape <[e-mail]>; [e-mail]
Cc: Jennifer Evans ([e-mail]) <[e-mail]>; Travis Holder
<[e-mail]>
Subject: RE: [External] RE: Inspection report for Wyndwater Phase 3; SW8150908
Garry,
In response to your questions, please reference the following:

1. OK
2. Missing inlet pipe (27-26): Pipe on right hand side of front forebay appeared to be missing entirely. Have you
double checked to make sure it's installed?
3. Item b. Change in forebay: The forebay berm appeared to be blown out opposite of the inlet pipe. Please
confirm it has been repaired.
4. OK
Your extension is granted.
Thankss,i
-Jte 15.s y
From: Garry Pape <[e-mail]>
Sent: Friday, December 13, 2019 9:49 AM
To: Pusey, Steven <[e-mail]>; [e-mail]
Cc: Jennifer Evans (lennifer(@signature-companies.com) <([e-mail]>; Travis Holder
<[e-mail]>
Subject: [External] RE: Inspection report for Wyndwater Phase 3; SW8 150908
Steve,
I have been informed by the developer that the improvements will be finalized in the beginning of the week, also have
not received any clarification from you on the couple items below. Because of this I am requesting an extension to
12/20/2019. - Garry
From: Garry Pape
Sent: Thursday, December 05, 2019 1:58 PM
To: 'Pusey, Steven'; mike(&signature-comoanies.com
Cc: Jennifer Evans (ennifer(signature-comoanies.com); Travis Holder
Subject: RE: Inspection report for Wyndwater Phase 3; SW8 150908
Steve,
For this permit transfer below are the comments and my responses/questions.
1. Stabilize drainage area by grading, seeding, and/or sodding eroded areas.
The only drainage areas that were noticed to not be stabilized were lots that were under construction or soon to be
under construction. Please Clarify.
2. Pond #1 missing pipe at outfall; install or explain.
Both pipes entering the pond are installed but are deep and below the water surface elevation of the pond.
Pond #2 has 2 forebays not shown on plans and outlet in different location. Revise or explain.
Pond #2 is also part of Phase 6. During the Permitting of Phase 6 Pond #2 was revised to include the 2nd forebay and
has been constructed correctly.
3. Pond #1 Maintenance
a. Repair erosion on pond slopes.
The developer is in the process of repairing erosion on the pond slopes.
b. Explain change in forebay, repair, and provide plan revision if needed.

No change in forebay was observed during site visit and the pond appears to have been constructed
correctly. Please Clarify.
4. Pond q2 Maintenance
a. Install draw down orifice in outlet structure.
The submerged piping for the orifice is being installed.
b. Repair erosion on pond slopes.
The developer is in the process of repairing erosion on the pond slopes.
c. Remove trash from pond area.
I met with the developer and contractor at the site on 12/4/2019 and no trash was observed.
Please clarify the comments above but the other corrections are anticipated to be completed by next week so we are
requesting an extension from the 12/6/2019 date to 12/16/2019. Thanks. - Garry
From: Pusey, Steven[mailto:steven.ousev(d)ncdenr.gov]
Sent: Wednesday, November 20, 2019 12:03 PM
To: mike(&signature-companies.com; Garry Pape
Subject: Inspection report for Wyndwater Phase 3; SW8 150908
Gentlemen:
Please reference the attached inspection report and letter for Wyndwater Phase 3. The deficiencies need to be resolved
before we can transfer the permit.
Regards,
:JLeYe 'uJei/
Steve Pusey, El
Environmental Engineer II
Division of Energy, Mineral and Land Resources —State Stormwater
Department of Environmental Quality
910 796 7215 office
910 796 7334 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
Illt lwrvyyr u:,w.ol M
(' `nd Lan�R;wvrui
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Before printing this email, please consider your budget and the environment.

GSP CONSULTING
LETTER IIITTHL
6626 Gordon Road, Unit C
WILMINGTON, NORTH CAROLINA,28411
[phone]
FAX [phone]
To: Steve Pusey
NCDEQ-DLMNR
12Z Cardinal Drive Ext.
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Fee Check
❑ Copy of Letter
DATE 01 08/20
JOB NO. 201 -000
ATTENTION
PHONE#
RE: W ndwater — Phase 2
SW8 1 0 16
1AN 1 h -
❑ Attached ❑ Under separate covervia
[:]Permit Applications [:]Plans
❑ Change order ❑ CD
❑ Calculations
El
the following items:
❑ Specifications
COPIES
DESCRIPTION
2
Sets of plans & calculations for state stormwater modification
2
Stormwater Management Permit Application Forms (one original, one copy)
1
Wet Detention Basin Supplement & Checklist
1
Wet Detention Basin Operation and Maintenance Agreement
1
Application fee for $505.00
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPYTO: File
SIGNED: - Garry S. Pape, P.E.
if enclosures are not as noted, kindlynofi(y us at once.

Application Completeness Review Checklist
Project Name: \AJ`% Zb l" 44-S.Z 2 Date Delivered to IRO:
RIMS Received/Accep ate. y`
Project County/Location: 'BIMS Acknowledged Date: 2
Rule(s): �2017 Coastal LMzoo8 Coastal F-11995 Coastal Phase II OUniversal F-11988 Coastal
Permit Action: New /(Major Mod/ Minor Mod / Renewal / Transfer '*New Permit #:
Permit Type: EDYD' jLD / LD Overall / HD &LD Combo Existing Permit #: -5Lc0 14a -1 &
General Permit / Offsite / Exempt / Rescission FIPE Cent on File?
SCM Type(s): Offsite to SWB:
Development T,yPe• Lammercial / esidenti Other Master PE Cert on File?
Subdivided?: i5c visi Or Single Lot
For New or Transferred Permits Permittee is: Stream Class:
Property Owner(s) DDeveloper Lessee ❑Purchaser ❑HOA EISA Map EIORW Map
Paperwork Emailed Engineer on:
FiSupplement(s) (1 original per BMP)
FJO&M with correct/original signatures (1 original per BMP except LS/VFS and swoles)
❑Application with correct/original signatures
Corp or LLC: Sig. Auth. per SoS or Signature Authorization letter or report
P505 (within 6mo) Check#(s): FiNo Fee
Soils Report: w/SHWT or General Report
Calculations (signed/sealed)
Deed Restrictions, if subdivided:
*'Signed & Notarized Template
Covenants
Plats E150% or more Lots Sold List
Project Narrative
EIUSGS Map
Plans
Email Address: Design Engineer
Email Address: Property Owner
Deed
Email Address: Lessee
Lease Agreement
Email Address: Purchaser
Purchase Agreement
Email Address: Developer
Email Address: HOA Representative
Sets _�?' Wetlands: Delineated or No Wetlands
icinity Map Project Boundaries
!gend Layout (proposed BUA dimensions)
A Maps Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
cisting Conditions Landscape Plan
rading �PE Seal
REVIEWER NAME: NOTES TO REVIEWER: 'Enter BIMS Acknowledged Date on this Sheet
(Jo 2( Crx% 5Acc "FOR NEW Projects -Enter New Permit # on
0d AA/ZEgDy Alb Supplements & Deed Restiction Templates.
sve-0 I F 1 tA(SS fF3 )Hitt .
G:WQ\\\Reference Library\Procedures\Checklists\Completeness Review Checklist 20180313

DEMLR USE ONLY
Date Rec jived Fee Paid P out Number
19 37 +4byi� o
W Applicable Rul s: ❑ Coastal -1995 ❑ Coastal SW - 2008 ❑ Ph 11- Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ MQnrt Plan:
I I N• 2 o (g-au') State of North Carolina t ?9 f F
apartment of Environment and Natural Resources
Division of Energy, Mineral and Land Resources JAN 11 '1121
STORMWATER MANAGEMENT PERMIT APPLICATION FORM"`-- ---
This form tnay be photocopied for use as an original
1. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
W vndwater - Phase 2
2. Location of Project (street address):
Sloop Point Loop Road
City:1-lampstead County:Pender Zip:28443
3. Directions to project (from nearest major intersection):
Project is 'approximately 2 mi heading southeast on Sloop Point Loop Road from US 17/Sloop Point Loop
4. Latitude:34° 24' 10" N Longitude:77° 37' 39" W of the main entrance to the project.
It. PERMIT INFORMATION:
1, a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tReneoals tuith_utodifications also requires SlVU-102 - Renezoal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8140416 , its issue date (if known)August 23, 2018 , and the status of
construction: ❑Not Started ®Partially Completed* ❑ Completed* "provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control: 28.35 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.lf any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: http://12ortal.ncdenr.org/web/ir/riiies-aiid-regulatioiis
Form SWU-101 Version Oct. 31, 2013 Page I of

III. CONTACT INFORMATION
I. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Sit;nature Top Sail NC LP
Signing Official & Title:Michael I -I Pollak - Manager
b.Contact information for person listed in item la above:
Street Address:9337B Katy Freeway #377
City:Houston State:TX Zip:77024
Mailing Address (if applicable):
City: State: Zip:
Phone: [phone] Fax:
Email: mike©signatu re-companies.com
c. Please check the appropriate box.'rhe applicant listed above is:
®The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/'
Signing Official &
b.Contact information for person listed in item 2a above:
Street Add
Mailing Address (if
Phone:
Ern
State:
Fax:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official &'Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City:_
Phone:
Email
4. Local jurisdiction for building permits:
Point of Contact:
Sta
Fax:
Phone #:
'Lip:
V E B Vit'�`
eu +4 i
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

iv. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Wet Detention Basin
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph 11 - Post Construction
3. Stonnwater runoff from this project drains to the Cape Pear River basin.
4. Total Property Area: 24.66 acres 5. Total Coastal Wetlands Area: acres
6. 'Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area':24.66 acres
Total project area shall be calculated to exclude the fallotnirrg the normal ool of inrtthounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NM line or Meat High Water
(MHW) line, and coastal wetlands lanndward froru the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Nou-coastal wetlands landward of tine NHW (or MHW) line aay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area /'Total Project Area) X 100 = 39.0 %
9. How many drainage areas does the project have?] (For high density, count 'I for each proposed engineered
stormtvater BMP. For laur density and other projects, use 1 for tine Whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Draina e Area 1
Draina a Area _
Draina e Area _
DrainageArea—
Receiving Stream Name
Mullet Run
Stream Class *
SA, HQW > 0.5
mile
Stream Index Number *
18-87-9-1
'Total Drainage Area (so
1,046,055
On -site Drainage Area (so
1,046,055
Off -site Drainage Area (sf)
Proposed Impervious Area** (so
418,899
% Impervious Area** total
40.0
Impervious- Surface Area
Draina e Area 1
Draina e Area _
Draina e Area _
Draina e Area _
On -site Buildings/Lots (so
310,500
On -site Sheets (so
100,999
On -site Parking (so
On -site Sidewalks (so
7,400
it
Other on -site (so
Future (so
Off -site (sf)
13
Existing BUA*** (so
Total (so:
418,899
Stream Class and ludex Number can be determined at: Intl)://aortal.ncrlenr.orghveb a 1ps/csu/classifications
" Impervious area is defined as the built upon area including, but not liruited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version Oct. 31, 2013 Page 3 of

***Report only that antounI of existing BUA that will remain after development. Do not report any existing BUA that
is to he removed and Which Will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Proiects in Union County: Contact DEA4LR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stornttaater reyuiremenls as per 15A NC'AC 0213.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htti)://portal.ncdenr.org/web/wq/ws/su/bap-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://porta1.ncdenr.org/web/wq/ws/su/statesw/forms dots. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portatncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from ham://portal.ncdenr.org/web/wq/ws/su/statesw/forms flocs.
Init' s
1. Original anti one copy of the Storm water Management Permit Application Form.
2. Original anti one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envlieli).org/12ages/onestopexl2ress.litml for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within r/z mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MI-IW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impoun E
structures, the banks of streams or rivers, and the MI-1 W (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measure-aYL
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
r
for,
ECEI! E, ;
JAN 14 1010
Form SWU-101 Version Oct. 31, 2013 Page 4 of

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SH W'r elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xl1" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to vertfij the SHIM' prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 4379 Page No: 330
11. For corporations and limited liability corporations (I.LC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
littp://www.secretary.state.nc.us/Corporatiotis/CSearch.asl2x
VI1. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
I3UA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from http://portal.ncdenr.org/web/Ir/`state-
stormwater-forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Garry S. Pape, P.E.
Consulting Firm: GSP Consulting, Pl LC
Mailing Address:6626 Gordon Road, Unit C
City:Wilminglon State:NC Zip:28411
Phone: (_910 ) 442-7870
Gmail:gp�e©tsp-consulting.com
Fax: (910 ) 799-6659
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
lister) in Contact Information, item la) with (print or type [ante of organization listed in
Contact Information, dent 7a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Fonn SWU-101 Version Oct. 31, 2013
ECEIVE" 1
JAN 14 2020
BY.,
Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
I, a Notary Public for the State of County of
do hereby certify that personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAT.
My commission ex
X. APPLICANT'S CERTIFICATION
I, (print or type mmne (fherson listed in Contact Information, item la) Michael H. Pollak
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded and tha ie proposed project complies with the requirements of the
applicabos,,n al ru s nder A 000 and any other applicable state stormwater requirements.
Signatu� Dat
I, P .5 ` ` per , a Notary Public for the tate of 00 O' lid. County of
QUJ
by . • do hereby certify that T . .�`Cu1C� personally appeared
before me this � day of v `� �%�, an 1 cknowledge ji due execution of the application for
a stormwater permit. Witness my hand and official seal, —14,
El
NOTAq y
PuBuG
Form SWU-101 Version Oct.31, 2013
SEAL
My commission expires . 5, 2-C ZA
E C E VG' ...1',
JAN 14 2020
Page 6 of 6 ---

WYNDWATER - PHASE 2
STORM WATER
NARRATIVE & CALCULATIONS
.January 8, 2020
\t�1CA 10
a SEAL.
031315 ;
F!GINS - 4�"Z:
4RR S . - 'q ���
0i7�J�
ESSP CONBULTINO, PLLC.
6626 Gordon Road, Unit C
Wilmington. North Carolina 28411
[phone]
ECFI 0/' E
JAN 14 202)
JAN 14 2020
BY•

STORMWATER NARRATIVE
WYNDWATER- PHASE 2
PENDER COUNTY, NC
SITE DESCRIPTION
This -F/- 28.35 acre site is located off Sloop Point Loop Road (S.R. 1563) (PIN 4214-12-8251-
0000) in Pender County, North Carolina. This phase of the project will drain to a proposed wet
detention basin that will discharge to a ditch that runs along the northern property line of the site.
This phase of the project will consist of the construction of 63 single family lots and related site
appurtenances. The proposed drainage area for this project is 24.01 acres and the total amount of
impervious area draining to the wet detention basin is 40.0%. The proposed disturbed area for
this phase of the development is approximately 28.35 acres. There are no wetlands located
within the limits of this phase of the project which have been field verified by the USACOE.
The site will be developed by Signature Top Sail NC, LP c/o Michael H. Pollak— Manager.
Water is available to the site via a main owned by Pender County Utilities that was constructed
with Phase I of this development and sewer will be accomplished by a mixture of drain fields &
sewer owned and operated by Pluris, Inc..
SOILS
'fhe soils for this project consist of Autryville series soils (Hydrologic Soil Group A), Baymeade
Series Soils (Hydrologic Soil Group A) and Foreston Series Soils (Hydrologic Soil Group Q.
The Autryville series are well drained soils near drainageways on convex divides on uplands.
The Baymeade series consist of well drained soils on low ridges and convex divides on the
uplands near the major drainageways. The Foreston series consists of moderately well drained
soils on slightly convex interstream divides near shallow drainageways.
STORM DRAINAGE DESIGN
The primary stormwater measures for this phase of the project will be a wet detention basin. The
stormwater will be conveyed via overland sheet Flow and a closed conduit system to the
proposed wet detention basin that will be designed to treat the first 1.5" of rainfall and to control
the peak runoff from the 10-year storm event. The site drains to an unnamed tributary of Mullet
Run (classification SA, HQW) but is greater than % mile as verified by a Water Classification
Request.

Pre -Developed Flows
10-Year Pre Dev. Peak Flow
Intensity 9.43 in/hr
C-Factor 0.25
Q=C'I'A 53.41 cfs

Drainage Area
WET DETENTION BASIN
Drainage Area 1,046,055 sf
Drainage Area 24.01 ac
Impervious Area Calculation
Lots 310,500 sf
Sidewalk
7,400
Pavement
100,999
Total
418,899 sf
Total
9.62 ac
% Impervious
40.0%
Volume/Storage Calculation
Design Storm (P)
Schueler Method Runoff Coeff (RV)
Required Volume (Vreq)
1.5 in
0.41 RV = %IMP'0.009+0.05
53,664 cf Vreq = (P112)'RV'DA

A
WET DETENTION POND
CONTOUR INCR ACCUM
CONTOUR AREA VOL VOL
[sq ft] [cu ft] [cu ft]
14.0
10,888
0
0
15.0
12,593
11,741
11,741
16.0
14,363
13,478
25,219
17.0
16,196
15,280
40,498
18.0
18,090
17,143
57,641
19.0
20,044
19,067
76,708
20.0
22,058 -
21,051
97,759
20.5
25,543
11,900
109,659
FOREBAY
CONTOUR INCR ACCUM
CONTOUR AREA VOL VOL
[sq ft] [cu ft] [cu ft]
15.0
2,711
0
0
16.0
3,561
3,136
3,136
17.0
4,473
4,017
7,153
18.0
5,444
4,959
12,112
19.0
6,476
5,960
18,072
20.0
C7,564
7,020
25,092
20.5
8,130
3,924
29,015
Aperm pool 33,673
Ashelf bottom 29,622
VOLUME Ape" pool Ashelf bottom Apond bottom Apond bottom 10,888
Total 138,674 33,673 29,622 10,888 Depth 6.0
PROVIDED FOR FOREBAY 20.9% daverage 4,5726
1.5" STORAGE
CONTOUR INCR ACCUM
CONTOUR AREA VOL VOL
[sq ft] [cu ft] [cu ft]
20.5
33,673
0
0
21.0
aE9 86 1l
18,339
18,339
t 21.92
441_813)
37,488
55,827

POND RELEASE TIME FOR CONTROL PIPE: POND 2
POND RELEASE TIME FOR CONTROL PIPE:
STORAGE
ORIFICE
STORAGE
OUTFLOW
RELEASE
ELEVATION
ELEVATION
VOLUME
RATE
TIME
(FT)
(FT)
(CF)
(CFS)
(HOURS)
21.92
20.50
55,827
0.289
53.6
TOTAL HOURS 53.6
DAYS 2.24
CONTROL PIPE: 4 INCH ORIFICE HOLE
USED ORIFICE EQUATION TO DETERMINE OUTFLOW RATE
Q = Cd*A*(2gh)^1/2

1,046.055 DRAINAGE AREA
40.05 % IMPERVIOUS COVER
50 UPPER
40 LOWER %
3.0'
5.6 UPPER DEPTH
4.5 LOWER DEPTH
3.5'
5.0 UPPER DEPTH
4.0 LOWER DEPTH
4.0'
4.3 UPPER DEPTH
3.5 LOWER DEPTH
4.5'
3.9 UPPER DEPTH
3.1 LOWER DEPTH
5.0'
3.5 UPPER DEPTH
2.8 LOWER DEPTH
5.5'
3.1 UPPER DEPTH
2.5 LOWER DEPTH
6.0'
2.7 UPPER DEPTH
2.1 LOWER DEPTH
6.5'
2.3 UPPER DEPTH
1.8 LOWER DEPTH
7.0'
1.9 UPPER DEPTH
1.4 LOWER DEPTH
7.5'
1.5 UPPER DEPTH
1.1 LOWER DEPTH
4.51 3.0'
4.00 3.5'
3.50 4.0'
3.10 4.5'
2.80 5.0'
2.50 5.5'
2.10 6.0'
1.80 6.5'
1.40 7.0'
1.10 7.5'
POND SURFACE AREA (SF)
47,125 3.0'
41,890 3.5'
36,650 4.0'
32,466 4.5'
29.323 5.0'
26,180 5.5'
21,996 6.0'
18,853 6.5'
14,669 7.0'

Hydrograph Summary Report HydraBow Hydrographs Extension for Autodesk® Civil 3DO by Autodesk, Inc. v2020
Hyd.
No.
Hydrograph
typo
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
31.81
1
725
108,053
------
-----
------
WET DETENTION BASIN
2
Reservoir
2.249
1
902
85,441
1
22.05
61,525
WET DETENTION BASIN
2019-12-19 PHASE 2 WET POND.gpw
Return Period: 2 Year
Tuesday, 01 / 14 / 2020

2
Hydrograph Report
Hydranow Hydrographs Extension for Aulodesk® Civil 3D® by Autodesk, Inc. v2020
Hyd. No. 1
WET DETENTION BASIN
Hydrograph type =
SCS Runoff
Storm frequency =
2 yrs
Time interval =
1 min
Drainage area =
24.010 ac
Basin Slope =
0.0 %
Tc method =
User
Total precip. =
4.50 in
Storm duration =
24 hrs
Composite (Area/CN) = I(9.720 x 98) + (14.290 x 39)) / 24.010
Q (cfs)
35.00
K111111M
0!1.Xrl9l
20.00
15.00
10.00
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
WET DETENTION BASIN
Hyd. No. 1 — 2 Year
Tuesday, 01 / 14 / 2020
= 31.81 cfs
= 725 min
= 108,053 cuft
= 63'
= Oft
= 5.00 min
= Type III
= 484
0 (Cfs)
35.00
30.00
25.00
20.00
15.00
10.00
5.00
0.00 i 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
— Hyd No. 1

` 1
Hydrograph Report
3
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020
Tuesday, 01 / 14 / 2020
Hyd. No. 2
WET DETENTION BASIN
Hydrograph type =
Reservoir
Peak discharge
= 2.249 cfs
Storm frequency =
2 yrs
Time to peak
= 902 min
Time interval =
1 min
Hyd. volume
= 85,441 cuft
Inflow hyd. No. =
1 - WET DETENTION BASIN
Max. Elevation
= 22.05 ft
Reservoir name =
WET DETENTION BASIN
Max. Storage
= 61,525 cuft
Storage Indication method used
Q (cfs)
35.00
30.00
25.00
1 41111111
15.00
10.00
5.00
0.00
0 300
— Hyd No. 2
WET DETENTION BASIN
Hyd. No. 2 -- 2 Year
Q (cfs)
35.00
30.00
25.00
20.00
15.00
10.00
bX1I1:
i r l I ' 0.00
600 900 1200 1500 1800 2100 2400 2700 3000
Time (min)
— Hyd No. 1 ®Total storage used = 61,525 cult

Pond
Report
4
Hydrallow Hydrographs Extension for
Autodesk® Civil
3DO by Autodesk,
Inc. v2020
Tuesday, 01 / 14l 2020
Pond No.
1 - WET DETENTION
BASIN
Pond Data
Contours -User-defined
contour areas. Conic method
used for volume calculation. Begining Elevation = 20.50 ft
Stage I Storage Table
Stage (tt)
Elevation (ft)
Contour area
(scift) Incr. Storage (cult)
Total storage (cult)
0.00
20.50
33,673
0
0
0.50
21.00
39,683
18,317
18,317
1.50
22.00
42,009
40.836
59.153
2.50
23.00
44,393
43,191
102,344
3.50
24.00
46,832
45,603
147,947
4.50
25.00
49,329
48,070
196,017
5.50
26.00
51,882
50,595
246,612
Culvert I Orifice Structures
Weir Structures
[A]
[B] [C]
[PrtRsr]
[A] [B]
[C]
[D]
Rise (In)
= 24.00
4.00 0.00
0.00
Crest Len (ft) =
16.00 6.00
0.00
0.00
Span (in)
= 24.00
4.00 0.00
0.00
Crest El. (ft)
=
22.69 21.84
0.00
0.00
No. Barrels
= 1
1 0
0
Weir Coeff.
=
3.00 3.00
3.33
3.33
Invert El. (ft)
= 20.45
20.50 0.00
0.00
Weir Type
=
1 Broad
---
Length (ft)
= 104.00
0.00 0.00
0.00
Multi -Stage
=
Yes Yes
No
No
Slope I%)
= 1.00
0.00 0.00
n/a
N-Value
= .010
.013 .013
n/a
Orifice Coeff. = 0.60
0.60 0.60
0.60
Exfil.(in/hr)
=
0.000 (by Contour)
Multi -Stage
= n/a
Yes No
No
TW Elev. (ft)
=
0.00
NateculveNonrice oumoes are analyzed
under inlet (1c) and
outlet loci
control, Weir risers chil for orrice will (to) and Submergence(s).
Stage I Storage I Discharge
Table
Stage
Storage Elevation
ChrA
CIvB Chi
PrtRsr
WrA
WrB WrC
WrD
Exfll User Total
ft
cult It
cfs
cis cfs
cfs
cis
cis cis
cis
cis cis cfs
0.00
0 20.50
0.00
0.00 ---
---
0.00
0.00 ---
---
--- --- 0.000
0.05
1,832 20.55
0.02 is
0.01 is ---
--
0.00
0.00 ---
---
--- --- 0.006
0.10
3,663 20.60
0.03 is
0.02 is ---
--
0.00
0.00 ---
---
--- --- 0.024
0.15
5,495 20.65
0.06 is
0.05 is ---
---
0.00
0.00 ---
--
--- --- 0.051
0.20
7,327 20.70
0.00 is
0.08 is ---
---
0.00
0.00 ---
---
-- --- 0,083
0.25
9,158 20.75
0.12 is
0.12 is ---
---
0.00
0.00 ---
--
--- --- 0,120
0.30
10,990 20.80
0.16 is
0.15 is ---
---
0.00
0.00 ---
---
--- --- 0.155
0.35
12.822 20.85
0.18 is
0.18 is ---
---
0.00
0.00 -
---
--- --- 0.180
0.40
14,653 20.90
0.20 is
0.20 is ---
---
0.00
0.00 ---
---
--- --- 0.203
0.45
16,485 20.95
0.22 is
0.22 is ---
---
0.00
0.00 ---
---
--- --- 0.224
0.50
18,317 21.00
0.24 is
0.24 is ---
---
0.00
0.00 ---
---
--- --- 0.243
0.60
22,400 21.10
0.29 is
0.28 is ---
---
0.00
0.00 ---
---
--- --- 0,277
070
26,484 21.20
0.32 is
0.31 is ---
---
0.00
0.00 --
---
--- --- 0.306
0.80
30,568 21.30
0.35 is
0.33 is ---
---
0.00
0.00 --
---
--- --- 0.331
0.90
34,651 21.40
0.35 is
0.35 is ---
---
0.00
0.00 --
---
--- --- 0.354
1.00
38,735 21.50
0.38 is
0.38 is ---
---
0.00
0.00 ---
---
--- --- 0.378
1.10
42,818 21.60
0.41 is
0.40 is ---
-..
0.00
0.00 ---
--
--- --- 0.399
1.20
46,902 21.70
0.44 is
0.42 is ---
---
0.00
0.00 ---
--
--- --- 0.418
1.30
50,986 21.80
0.44 is
0.44 is ---
---
0.00
0.00 ---
--
-- --- 0.439
1.40
55,069 21.90
0.73 is
0.44 is ---
---
0.00
0.26 ---
--
-- --- 0.707
1.50
59,153 22.00
1.58 is
0.43 is ---
---
0.00
1.15 --
--
--- --- 1.579
1.60
63,472 22.10
2.81 is
0.41 is ---
---
0.00
2.39 ---
---
--- --- 2.798
1.70
67,791 22.20
4.30 is
0.39 is ---
---
0.00
3.89 ---
---
--- --- 4.281
1.80
72,110 22,30
6.06 is
0.37 is ---
---
0.00
5.62 ---
---
--- --- 5.989
1.90
76,429 22.40
7.96 is
0.35 is ---
---
0.00
7.54 ---
---
--- --- 7.895
2.00
80,749 22.50
10.00 is
0.33 is ---
---
0.00
9.57 s ---
---
--- --- 9.902
2.10
85,068 22.60
11.58 is
0.31 is ---
---
0.00
11.27 s --
---
--- --- 11.58
2.20
89,387 22.70
13.11 is
0.30 is ---
---
0.05
12.76 s --
---
--- --- 13.11
2.30
93,705 22.80
15.07 is
0.25 is ---
---
1.75
13.06 s ---
---
--- --- 15.06
2.40
98,025 22.90
16.85 is
0.19 is ---
---
4.62 s
12.04 s ---
--
--- --- 16.85
2.50
102,344 23.00
18.02 is
0.15 is ---
---
6.63 s
11.23 s ---
--
--- --- 18.02
2.60
106,905 23.10
18.89 is
0.13 is ---
---
8.05 s
10.72 s ---
---
--- --- 18.89
2.70
111,465 23.20
19.63 is
0.11 is ---
---
9.17 s
10.35 s ---
---
--- --- 19.63
2.80
116,025 23.30
20.29 is
0.09 is --
---
10.11 s
10.08 s ---
---
--- --- 20.29
2.90
120,585 23.40
20.91 is
0.08 is ---
---
10.92 s
9.88 s ---
---
--- --- 20.89
3.00
125,146 23.50
21.49 is
0.07 is ---
---
11.66 s
9.75 s --
---
--- --- 21.48
Continues on next page...

5
WET DETENTION BASIN
Stage / Storage / Discharge Table
Stage
Storage
Elevation
CIvA
CIvB
CIvC PrfRsr
WrA
WrB
WrC
Wr0 Exfil User Total
ft
cuft
R
cis
cfs
cfs cfs
Cfs
cfs
cfs
cfs cfs cfs cfs
3.10
129,706
23.60
22.04 is
0.07 is
--- ---
12.32 s
9.65 s
---
--- --- --- 22.04
3.20
134,266
23.70
22.58 is
0.06 is
------
12.91 s
9.57 s
---
--- --- --- 22.54
3.30
138,826
23.80
23.10 is
0.06 is
--- ---
13.49 s
9.54 s
---
--- --- --- 23.08
3.40
143,387
23.90
23.60 is
0.05 is
--- ---
14.00 s
9.51 5
---
--- --- --- 23.56
3.50
147,947
24.00
24.09 is
0.05 is
------
14.52 s
9.51 5
---
--- --- --- 24.08
3.60
152,754
24.10
24.57 is
0.05 is
--- ---
14.98 s
9.51 s
---
--- --- -- 24.53
3.70
157,561
24.20
25.03 is
0.04 is
--- ---
15.41 s
9.51 s
---
--- --- --- 24.97
3.80
162,368
24.30
25.49 is
0.04 is
--- ---
15.87 s
9.55 s
---
--- --- --- 25.47
3.90
167,175
24.40
25.94 is
0.04 is
--- ---
16.27 s
9.57 s
---
--- --- --- 25.87
4.00
171,982
24.50
26.38 is
0.04 is
--- ---
16.68 s
9.61 5
---
--- --- --- 26.33
4.10
176,789
24.60
26.81 is
0.04 is
------
17.08 s
9.65 s
---
--- --- --- 26.77
4.20
181,596
24.70
27.24 is
0.03 is
--- ---
17.46 s
9.71 s
---
--- -- --- 27.20
4.30
186,403
24.80
27.66 is
0.03 is
--- ---
17.75 s
9.71 s
---
--- --- --- 27.49
4.40
191,210
24.90
28.07 is
0.03 is
------
18.185
9.80 s
---
--- --- --- 28.02
4.50
196,017
25.00
28.48 is
0.03 is
--- ---
18.54 s
9.86 s
---
--- --- --- 28.43
4.60
201.077
25.10
28.88 is
0.03 is
--- ---
18.82 s
9.89 s
---
--- --- --- 28.74
4.70
206,136
25.20
29.27 is
0.03 is
--- ---
19.19 s
9.96 s
---
--- --- --- 29.18
4.80
211,196
25.30
29.66 is
0.03 is
------
19.49 s
10.01 s
---
--- --- --- 29.53
4.90
216.255
25.40
30.05 is
0.03 is
------
19.73 s
10.03 s
---
--- --- --- 29.78
5.00
221,315
25.50
30.42 is
0.02 is
--- ---
20.10 s
10.12 s
--
--- --- --- 30.25
5.10
226,374
25.60
30.80 is
0.02 is
--- ---
20.43 s
10.20 s
---
--- --- --- 30.66
5.20
231,434
26.70
31A7 is
0.02 iC
--- ---
20.71 s
10.25 s
---
-- --- --- 30.99
5.30
236,493
25.80
31.53 is
0.02 is
--- ---
20.94 s
10.28 s
---
--- --- --- 31.24
5.40
241,553
25.90
31.90 is
0.02 is
--- ---
21.40 s
10.43 s
---
--- --- --- 31.85
5.50
246,612
26.00
32.25 is
0.02 is
--- ---
21.50 s
10.41 s
---
--- --- --- 31.93
...End

Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
Interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(it)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
68.06
1
725
214,678
------
------
------
WET DETENTION BASIN
2
Reservoir
12.77
1
754
191,367
1
22.68
88,444
WET DETENTION BASIN
2019-12-19 PHASE 2 WET POND.gpw
Return Period: 10 Year
Tuesday, 01 / 14 / 2020

9
Hydrograph Summary Report
HydraBow Hydrographs Extension for Autodesk® Civil 3D® by Aulodesk, Inc. v2020
Hyd.
No.
Hydrograph
type
(origin)
Peak
Flow
(cfs)
Time
Interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
107.69
1
725
333,275
------
------
-----
WET DETENTION BASIN
2
Reservoir
22.61
1
751
309,542
1
23.71
134,835
WET DETENTION BASIN
2019-12-19 PHASE 2 WET POND.gpw
Return Period: 25 Year
Tuesday, 01 / 14 / 2020

12
Hydrograph Summary Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3138 by Aulodesk, Inc. v2020
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
lots)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
154.61
1
725
476,278
------
------
------
WET DETENTION BASIN
2
Reservoir
26.81
1
752
452,258
1
25.12
201,868
WET DETENTION BASIN
2019-12-19 PHASE 2 WET POND.gpw
Return Period: 100 Year
Tuesday, 01 / 14 / 2020

Storm Sewer Tabulation
f
Page 1
Station
Len
Dmg Area
Rnoff
Area x C
1
Tc
Rain
Total
Cap
Val
Pipe
Invert Elev
HGL Elev
Gmd I Rim Elev
Line ID
coeff
(1)
flow
full
_
Incr
Total
Inlet
Sys,
Size
Slope
Dn
Up
Dn
Up
Dn
Up(C)
(min)
(min)
(in/hr)
(cfs)
(efs)
(ff/s)
(in)
(%)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
T43
254
0.00
5.35
0.00
0.00
3.52
5.0
10.5
6.2
21.92
70.51
4.73
36
0.66
19.70
21.38
22.46
22.87
0.00
27.39
2-1
43
0.00
5.35
0.00
0.00
3.52
5.0
10.3
6.3
22.05
16.26
4.49
30
0.09
21.40
21.44
23.90
23.94
27.39
27.39
3-2
86
0.51
5.35
0.78
0.40
3.52
5.0
9.8
6.3
22.20
23.70
4.52
30
0.20
21.44
21.61
24.25
24.40
27.39
26.57
4-3
204
0.51
4.33
0.70
0.36
2.72
5.0
8.7
6.3
17.18
23.90
3.50
30
0.20
21.61
22.02
25.01
25.22
26.57
26.79
5-4
212
0.80
3.31
0.70
0.56
2.01
5.0
7.5
6.3
12.68
16.14
4.04
24
0.30
22.02
22.66
25.50
25.90
26.79
26.90
6-5
6
5
100
0.00
1.78
0.00
0.00
0.98
5.0
6.9
6.3
6.20
16.10
1.97
24
0.30
22.66
22.96
26.47
26.52
26.90
27.49
7-6
7
6
100
0.19
1.78
0.57
0.11
0.98
5.0
6.4
6.3
6.20
16.10
1.97
24
0.30
22.96
23.26
26.54
26.59
27.49
27.72
8-7
8
7
103
0.00
1.42
0.00
0.00
0.73
5.0
5.8
6.3
4.63
7.49
2.62
18
0.30
23.26
23.57
26.68
26.80
27.72
28.67
9-8
9
8
108
0.20
1.42
0.74
0.15
0.73
&0
5.2
6.3
4.63
4.57
3.77
15
0.30
23.57
23.89
26.84
27.17
28.67
27.82
10-9
10
9
35
122
1.22
0.48
0.59
0.59
5.0
5.0
6.3
3.69
4.71
3.01
15
0.31
23.89
24.00
27.58
27.65
27.82
27.82
11-10
11
3
35
0.51
0.51
0.78
0.40
0.40
5.0
&0
6.3
2.51
4.71
2.04
15
0.31
21.61
21.72
25.13
25.16
26.57
26.57
12-4
12
4
35
0.51
0.51
0.70
0.36
0.36
5.0
5.0
6.3
2.25
4.71
1.83
15
0.31
22.02
22.13
25.64
25.67
26.79
26.79
13-5
13
5
35
0.73
0.73
0.64
0.47
0.47
5.0
5.0
6.3
2A5
4.71
2.40
15
0.31
22.66
22-77
26.44
26.49
26.90
26.90
14-6
14
7
35
0.17
0.17
0.83
0.14
0.14
5.0
5.0
6.3
0.89
4.71
0.73
15
0.31
23.26
23.37
26.73
26.73
27.72
27.72
15-8
Project File: 2015-02-06 STORM 15-1.stm
Number of lines: 14
Run Date: 03-23-2015
NOTES: Intensity = 121.80 / (Inlet time + 23.50) " 0.84; Return period = 10 Yrs. ; c = cir e = ellip b = box
Hydrailow Storm Sewers 2008 v12.01

Storm Sewer Tabulation
Page 1
Station
Len
Dmg Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Val
Pipe
Invert Elev
HGL Elev
Gmd I Rim Elev
Line 1D
co eff
(1)
flow
full
Line
incr Total
Incr
Total
Inlet
Syst
Size
Slope
Dn
Up
Dn
Up
Dn
Up
FT,
(ft)
(ac) (ac)
(C)
(min)
(min)
(in/hr)
(cfs)
Ids)
(ftls)
(in)
I%)
(ft)
(ft)
(ft)
(ft)
(ft)
(ff)
1
End
254
0.00
4.28
0.00
0.00
2.66
5.0
8.4
6.3
16.80
68.60
4.08
36
0.63
1910
21.29
22.46
22.60
0.00
27.39
17-16
2
1
43
0.00
4.28
0.00
0.00
2.66
5.0
8.2
6.3
16.80
29.32
5.29
30
0.30
21.31
21.44
22.92
22.92
27.39
27.39
18-17
3
2
95
0.51
4.28
0.78
0.40
2.66
5.0
7.7
6.3
16.80
23.84
3.80
30
0.20
21.44
21.63
23.62
23.69
27.39
26.55
19-18
4
3
200
0.56
3.26
0.74
0.41
1.87
5.0
6.6
6.3
11.78
16.10
3.75
24
0.30
21.63
22.23
24.06
24.38
26.55
26.55
20-19
5
4
158
0.00
1.71
0.00
0.00
0.96
5.0
5.7
6.3
6.05
16.04
1.92
24
0.30
22.23
22.70
24.87
24.93
26.55
27.42
21-20
6
5
88
0.86
1.71
0.65
0.56
0.96
5.0
5.2
6.3
6.05
4.56
4.93
15
0.30
22.70
22.96
24.95
25.40
27.42
26.55
22-21
7
6
35
0.85
0.85
0.47
0.40
0.40
5.0
5.0
6.3
2.52
4.71
2.05
15
0.31
22.96
23.07
26.28
26.31
26.55
26.55
23-22
8
3
35
0.51
0.51
0.78
0.40
0.40
5.0
5.0
6.3
2.51
4.71
2.04
15
0.31
21.63
21.74
24.21
24.24
26.55
26.55
24-19
9
4
35
0.99
0.99
0.50
0.50
0.50
5.0
5.0
6.3
3.12
4.71
2.54
15
0.31
22.23
22.34
24.82
24.87
26.55
26.55
25-20
Project File: 2015-02-03 STORM 25-16.stm
Number of lines: 9
Run Date: 03-23-2015
NOTES: Intensity = 121.80 I (Inlet time + 23.50) " 0.84; Return period = 10 Yrs. ; c = cir e = ellip b = box
Hyd.floa Storm Sewers 2W8 02,01

Storm Sewer Tabulation
Page 1
Station
Len
Dmg Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Val
Pipe
Invert Elev
HGL Elev
Grnd I Rim Elev
Line ID
coeff
(1)
flow
full
Line
To
Incr Total
Incr
Total
Inlet
Syst
Size
Slope
Do
Up
Do
Up
Line
FDn
(ft)
(ac) (ac)
(C)
(min)
(min)
(in/hr)
(cfs)
(cfs)
(ftls)
(in)
(%)
(ft)
(ft)
(ft)
(ft)
(ft)
1
End
179
0.58
2.87
0.61
0.35
1.72
5.0
5.6
6.3
10.87
12.41
3.46
24
0.30
19.96
20.50
22.46
22.87
0.00
24.58
27-26
2
1
90
1.24
2.29
0.52
0.64
1.37
5.0
5.1
6.3
8.64
12.37
2.75
24
0.30
20.50
20.77
23.04
23A7
24.58
24.80
28-27
3
2
25
1.05
1.05
0.69
0.72
0.72
5.0
5.0
6.3
4.57
5.98
2.59
18
0.32
20.77
20.85
23.36
23.40
24.80
24.80
29-28
Project File: 2015-01-01 STORM 29-26.stm
Number of lines: 3
Run Date: 03-23-2015
NOTES: Intensity = 121.801 (Inlet time + 23.50) " 0.84; Return period = 10 Yrs. ; c = cir e = ellip b = box
Hydrafi v Storrs Sewers 2008 v12 01

1.
UT-1
ECS CAROLINAS, LLP Sc•rrilietlhn.5t,rrN, ;tfrr,•rSr:rcd::•
Carislr, r lon Mrilurlah, • t iivironmf!-wjl • r' v illtf�:
February 10, 2014
Mr. Gary Pape, P.E.
GSP Consulting, PLLC
6626 Gordon Road
Wilmington, North Carolina 28411
Reference: Report of Seasonal High Water Table Estimation
The Oaks at Sloop Point PH 2
Sloop Point, Pander County, North Carolina
ECS Project No, 22.20203
Dear Mr. Pape:
ECS Carolinas, LLP (ECS) recently conducted an estimation of the Seasonal High Water Table
(SHWT) for the proposed stormwater best management practice (BMP) areas at the Oaks at
Sloop Point PH 2 in Sloop Point, Pander County, North Carolina. This letter, with attachments,
is the report of our estimation.
Field Testing
On February 5, 2014, ECS conducted an exploration of the subsurface soil and SHWT
conditions at one requested location shown on the attached Boring Location Plan (Figure 1).
The purpose of this exploration was to estimate the SHWT of the in place soils for the design of
for the proposed stormwater BMP area. ECS met with Mr. Garry Pape on site in order to locate
the boring. ECS explored the subsurface soil and groundwater conditions by advancing one
hand auger boring into the existing ground surface at the requested boring location. ECS
visually classified the subsurface soils and obtained representative samples of each soil type
encountered. ECS recorded the SHWT and groundwater level observed at the time of the hand
auger boring. The attached SHWT sheet provides a summary of the subsurface conditions
encountered at the hand auger boring location.
The groundwater level and the SHWT were estimated at the boring location below the existing
grade elevation. Below is a summary of each boring location.
ST W (r _
_Gtouk iN+ feY-;
B-1
40 inches
651nches
The SHWT may vary within the proposed site due to changes in subsurface conditions and
elevation.
k11 11.1r% SUlw Wit W,21!llI 11 J11-%t 41'•1 1".N19,ijHh-Viiib-v,1'�^J7.�-tael'I'1111;4.CO1Tr
,t ,,I' ,: 41, .i..., rq;Yr l51, Iij-Ie- :_c,r ri ,:l IJ.., , f iC.;.e 0, 1 .1,1, vl�m, :."'.. 1. YL. ',t. 11•

Report or SHWT Estimation
The Oaks at Sloop Point Ph 2
Sloop Point, Ponder County, North Carolina
ECS Project No, 22.20203
February 10, 2014
Closure
The activities and evaluative approaches used In this assessment are consistent with those
normally employed in assessments of this type. Our testing of site conditions has been based on
our understanding of the project information and the data obtained during our field activities.
ECS appreciates the opportunity to provide our services to you on this project. If you have any
questions concerning this report or this project, please contact us at [phone].
Respectfully,
ECS CAROLINAS, LLP
r
ok-��
K. Brooks Well
Project Geologist
Attachments: Boring Location Plan
SHWT sheet
Kris J. Stamm
Principal

_-.-.., J.
n,
� r
Yam. 4 •L,; �� ry}�7'I1
T�P,".-U 1 ..�'[_..!
a
1 I ^ 1
q II M,..• .4..'
I
APPROXIMATE BORING LOCATION
NOT TO SCALE
The Oaks at Sloop Point PH2
Sloop Point, Ponder County,
North Carolina
ECS Project # 20203
February 5, 2014
KBW
Figure 1—Boring Location Plan
Provided by: GSP Consulting

Seasonal High Water Table Estimation
The Oaks at Sloop Point Ph 2
Sloop Point, Pender Co., North Carolina
ECS Project No. 22.20203
February 10, 2014
Location Depth
B-1 0-20"
20"-32"
32"-48"
48"-70"
Soil Description
Brown silty SAND
Gray fine SAND w silt
Gray/orange clayey SAND
Gray/orange fine SAND w silt
Seasonal High Water Table was estimated to be at 40 inches below the
existing grade elevation.
Groundwater was encountered at 65 inches below the existing grade
elevation.

GSP CONSULTING
6626 Gordon Road, Unit C
WILMINGTON, NORTH CAROLINA, 28411
[phone]
FAX [phone]
To: Steve Pusey
NCDEQ-DLMNR
127 Cardinal Drive Ext.
Wilmington, NC 284o5
WE ARE SENDING YOU
❑ Fee Check
❑ Copy of Letter
MITI tIA V2111V NSI��
DATE 11/081
JOB NO. 201 -000
ATTENTION
PHONE#
RE: W ndwater— Phas
SW8 140416
❑ Attached ❑ Under separate cover via
❑ Permit Applications ❑ Plans ❑ Calculations
❑ Change order ❑ CD ❑
the following items:
❑ Specifications
COPIES
DESCRIPTION
1
Operation & Maintenance Agreement
1
BUA Summary
1
Copy of Deed Restrictions
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPYTO: File SIGNED: - Garry S. Pape, P.E.
lfenclosures are not as noted, kindly notify us at once.

Pusey, Steven
From: Pusey, Steven
Sent: Friday, October 04, 2019 3:25 PM
To: Pape, Garry ([e-mail]); '[e-mail]'
Subject: Permits SW8 140416 and SW8 150908; Wyndwater Phase 2 and 3
Attachments: 2019 10 addinfo 140416.pdf; 2019 10 addinfo 150908.pdf
Gentlemen,
Please reference the attached "Additional Information Request" letters for the subject developments.
Let me know if you have any questions.
Regards,
Steve Pusey, El
Environmental Engineer II
Division of Energy, Mineral and Land Resources —State Stormwater
Department of Environmental Quality
910 796 7215 office
910 796 7334 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
lna4v. 1lineru/
wd Lund Resaurn•.
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Before printing this email, please consider your budget and the environment.

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
October 4, 2019
NORTH CAROLINA
Enrlronmentol Quality
Via email only: mike(a7sitrnature-companies.com
Signature Topsail NC Ltd., Current Permittee
Attn: Mike Pollak
4307 Peeble Dr.
Wilmington, NC 28412
Subject: Request for Additional Information regarding the Transfer Application
State Stormwater Management Permit No. SW8 140416
Wyndwater Phase 2
Pender County
Dear Mr. Pollak
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (DEMLR)
received and accepted a signed Permit Transfer Application Form for the subject project on August 5,
2019. The current and proposed permittees have requested to transfer the permit in accordance with 15A
NCAC 02H.1045(1)(a). A preliminary in-depth review of the documentation submitted with the transfer
request determined that the application is not complete, and that additional information is needed. To
continue the review and processing of your request, please provide the following information.
Since the transfer was submitted under NCAC 02H.I045(I)(a), please provide the following
documentation:
I . A copy of the recorded deed restrictions. It appears that the BUA per lot in the deed restrictions
needs to be changed to match the permit Some lots are not 4,500 sf each. t ma's 8S—t oh
/ 2. Verification that no lot has exceeded its maximum BUA limit. The permittee's review records,
tax records, and/or lot surveys can be used for this.
t% 3. A new Operation & Maintenance Agreement is needed. It should be signed by Michael Pollak, as
Director of the Homeowner's Association.
All of the requested information listed above should be received in this Office by October 19, 2019, or
the application will be returned as incomplete. If additional time is needed to submit the requested
information, please email your extension request prior to this due date to the email address provided
below with ajustification and a date of when the requested information will be submitted, which shall be
no later than 15 days past the original due date. Please note that only two letters requesting additional
information is allowed in the State Stormwater Program for a total of 30 days to submit the requested
additional information. The Division is allowed 90 days from the receipt of a complete application to
transfer the permit. If the information is not satisfactorily provided after either the second request or 30
days, the project will be returned. If the project is returned and you wish to re -submit later, you will need
to resubmit all required items at that time, including the application fee.
Please note that if, upon review of the submitted information or upon a deficient compliance inspection of
the project, it is determined that a major modification to the permit is required to resolve the compliance
issues, the transfer application will be returned as incomplete. Upon the issuance of the modified permit,
and the successful completion of any work required by the modified permit and/or the restoration of the
site to design condition, the applicant will need to submit an updated transfer application and a new fee to
the Division to start the transfer process over again.
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Once 1 127 Cardinal Drive Extension I wllmington. North Carolina 28405
910.796.7215

State Stormwater Permit No. S W8 140416
Page 2 of 2
Please remember that the permittee is responsible for complying with the terms and conditions of the
permit and the approved plans and specifications until the Division approves the transfer request.
Please reference the State assigned permit number on all correspondence. If you have any questions
concerning this matter, please feel free to call me at [phone] or email me at
[e-mail].
Sincerely,
S&we 57. Pay
Steve G.Pusey
Environmental Engineer II
GDS/sgp: G:%StormwaterAPermits & Projects\2014\140416 HD\2019 10 addinfo 140416
cc: Garry S. Pape, PE, GSP Consulting, PLLC, via email: [e-mail]
WiRO Stormwater Permit File

Burd, Tina J
From: Burd, Tina J
Sent: Wednesday, August 21, 2019 10:04 AM
To: [e-mail]; [e-mail]
Subject: SW8 140416 - Wyndwater Phase 2
The Wilmington Regional Office of the Division of Energy, Mineral and land Resources (Stormwater Section) accepted
the Stormwater Permit Transfer Application and $505.00 fee for the subject project on August 5, 2019. The project has
been assigned to Steve Pusey and you will be notified if additional information is needed.
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
Email correspondence to and front this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

ASP CONSULTING
L ERTITI R A F TL /A N SNRAIIAAM
TO:
6626 Gordon Road, Unit C
WILMINGTON, NORTH CAROLINA, 28411
(910) 442787o
FAX (9io) 799-6659
NCDEQ-DLMNR
127 Cardinal Drive Ext.
Wilmington, NC 28405
WE ARE SENDING YOU
® Fee Check
❑ Copy of Letter
DATE 08/01/19
JOB NO. 201 -000
ATTENTION
PHONE#
RE: W ndwater — Phase 2
SW8 14041
El Attached ❑ Under separate cover via
® Permit Applications ❑ Plans ❑ Calculations
❑ Change order ❑ CD ❑
the following items:
❑ Specifications
COPIES
DESCRIPTION
2
Permit Transfer Application Form
1
$5o5 Fee Check
tt —.
1019
If
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
1191710t161
COPYTO: File
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
SIGNED: - Garry S. Pape, P.E.
ff enclosures are not as noted, kindlynotify us at once.

Application Completeness Review Checklist
Project Name: (3p 0o4ts rkc_� Z Date Delivered to WIRO: Z,)(q
BIMS Received/Accepted Date:(
Project County/Location: *BIMS Acknowledged Date:
Rule(s): 02017 Coastal ®zoos Coastal 1:11995 Coastal ❑Phase II ❑Universal ®1988 Coastal
Permit Action: New / Major Mod / Minor Mod / Renewa ransfer ` **New Permit #:
Permit Type HD LD / LD Overall / HD &LD Combo �isting Permit H: /`� C> iP
General Permit / Offsite / Exempt / Rescission Z I �PE Cert on File? JJ
c
SCM Type(s): ::]Off site to SWB: '2VO/0 f
Development Type: Commercial / Residential / Other Master PE Cert on File?
Subdivided?: SLLbdb4ision or Single Lot
For New o ransferr.)d Permits Permittee is: Stream Class:
Property Owner(s) Developer ❑Lessee ❑Purchaser �OA [:]SA Map ®ORW Map
t
Paperwork Emailed Engineer on: f '-
u9&M with correct/original signatures (1 original per BMP except LS/VFS and swa/esJ
Applicati with correct original signatures
Email Address:
Design Engineer
orp or LLC: S� Auth. per SoS or Signature Authorization letter or report
❑Email Address:
Property Owner
E$505 (within 6mo) Check#(s): 13to;�' ❑No Fee
Lo 0eed ,,O-
Soils Report: w/SHWT or General Report
Email Address:
Lessee
Calculations (signed/sealed)
Lease Agreement
Deed Restrictions, if subdivided:
Email Address:
Purchaser
r—i**Signed & Notarized Template
Purchase Agreement
FlCorrec_t_Template (Comm/Res & HD/LD) or Dec. Covenants & Rest.
Email Address:
Developer
�ecorded Covenants
ecorded Plats 50% or more Lots Sold List
Email Address:
HOA Representative
Project Narrative
7USGS Map
Plans
F-12 Sets Wetlands: Delineated or No Wetlands
Vicinity Map Project Boundaries
Legend Layout (proposed BUA dimensions)
FIDA Maps Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Existing Conditions Landscape Plan
Grading FTE Seal
REVIEWER NAME: NOTES TO REVIEWER: *Enter BIMS Acknowledged Date on this Sheet
**FOR NEW Projects -Enter New Permit # on
(�JG.C'4 �_cA Supplements & Deed Restiction Templates.
atrn
C t� ;- iw.t-i{t'''''Az"-('
G:WQ\\\Reference Library\Procedures\Check) sts\Ct omp teness R" `b Checklist_2018 03 13
�NP 1 Sir,. tyni
Z

1p
Signature Top Sail NC, Ltd
9337B Katy Freeway #377
Houston, TX 77024
713-875-6252
June 24, 2019
Department of Environmental Quality
Steve Pusey, El
127 Cardinal Drive Ext.
Wilmington, NC 28405
SUBECT Permit No. SW8 140416
Mr. Pusey:
Phase 2 of the WyndWater Subdivision in Hampstead, North Carolina was built within
substantial compliance with the permits, terms and conditions.
Respectfully
SIGNATURE TOP SAIL NC, LTD.
Developer
By: Signature Top Sail GP, LLC
It's ggneral partner
,.....,Jennifer Pollak Evans
Manager
rAUG
CF�
� 0 5 2019

USE ONLY
DEQ Division of Energy, Mineral and Land Resources
Pursuant to _I;JA N
STATE STORIViWA"rER:
PERMIT TRANSFER .APPLICATION FORM
and other applicable statues as reference within
Only complete applications p ckages will be accepted and reviewed. This form and the required items (with
original signatures) most be ent to the appropriate DEMLR Regional Office, which can be determined by locating
the project on the interactive Pline map at: hllp:/,'deg.nc.gol,'ror.Uu;l/regional-offices.
After this application is accep ed, DEMLR will conduct a compliance inspection and report any deficiencies to the
current pertnittee and/or the qroposed permittee. Per the state storrnwater rules and the state storrnwater permit
conditions, the permit shall n t be transferred untiC
1. the current
2. the current pennitte
entities. The negoth
timelines to correct
negotiated resolutio
3. in the case where a
permittee resolves z
Signature requirements for It
• Corporation - a princ
• Limited Liability Com
State or other official
person who signed 0
the LLC)
• Municipality - a ranki
• Partnership or limiter
• Sole proprietor;
• The signature of the
accompanied by a le
applicable.
all non-compliance issues identified in the inspection report;
iegotiates a resolution with the proposed permittee (in writing and signed by both
of resolution must identify the necessary actions, the responsible party(ies), and the
deficiencies. The site must either be found in compliance or a copy of the
must be submitted pri�—rto the transfer of the permit.); or
ansfer falls under G. S. 143-214.7(c 2) (see also SL 2011-256), the proposed
non-compliance issues upon acquiring the permit.
named signing official (for current and proposed permittee) must meet the following:
iI executive officer of at least the level of vice-president;
Iny (LLC) - the designated manager; (Documentation from the NC Secretary of
Dcumentation must be provided that states the titles and positions held by the
application (pursuant to 02H.1040) that shows they have legal authority to sign for
g official or duly authorized employee;
partnership - the general partner;
sultant or other agent shall be accepted on this permit transfer application only if
of authorization signed by one of the signatories noted in a-e above, as
A. GI Ni'RAL INF012IAA 10N
1. State Stormwater
2. Project name:
Is this an updated
3. Reason for the oe
154tub /YOi�y�-
1n"1ic)C7'hJ - f-Ktd e- Z :
name from the current permit? ❑ Yes No
Y✓X OC a )f It ��5 ��3UCyC I l o r7
E.f,%EPV I
r
AUG 0 5 2019
i
BY: _
Slomwrdor Perri it I onufer Appljcnlion Pont", Page 1 of 1 Api 121. 2017

B. Pi_RSON(S) INI-I0 HAVE SIGNED fhHS FORM
d1. Both the current and proposed permittees.
❑ 2. Only the current permittee/declarant of a condominium or planned Comm
In accordance with G_S. 143-214.7 (c2 (see also SL 2011-256), this type of tra
when all of the following items can be truthfully checked:
❑ Any common areas related to the operation and maintenance of the stor
system have been conveyed to the unit owners' association or owners' a
accordance with the declaration;
❑ The declarant has conveyed at least fifty percent (50%) of the units or to
a declarant (provide documentation per submittal requirements below);
❑ The stormwater management system is in compliance with the stormwat
NOTE: If subdivision was built prior to 1999, the Declarant's Attorney can mak
the elements of the Planned Community Act (see §47F) have been met
subdivision. If the Declarant chooses to use this type of transfer, the det
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 743-214.71-f,,51 (see also SL 2013-121), this type of tra
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 t
occurring or will occur;
❑ The successor -owner who is the sole claimant of the right to en
activity.
M.
The current permittee is (select all at least one of the following):
❑ A natural person who is deceased.
❑ A partnership, Limited Liability Corporation, corporation,
association that has been dissolved
❑ A person who has been lawfully and finally divested of title to
permitted activity is occurring or will occur.
❑ A person who has sold the property on which the permitted
occur.
❑ Other (please explain):
❑ c. The proposed permittee agrees to the following requirements (all MIL
❑ There will be no substantial change in the permitted activity.
❑ The permit holder shall comply with all terms and conditions of
time as the permit is transferred.
❑ The successor -owner shall comply with all terms and condition;
permit has been transferred.
(skip Part F & G).
is allowed only
management
on in
to owners other than
r permit.
a determination that
y the Declarant for the
'mination must be in
is allowed only
permitted activity is
in the permitted
r any other business
e property on which the
tivity is occurring or will
t be selected):
ie permit until such
of the permit once the
Stormwatur Pormlt Transfer Application Form Page, 2 of 7 1 April 20, 20'17

A
C. SUBMITTAL REQLJIRI Ai✓ _N'f5
Please mark "Y" to col the items are included with this form. Please mark 'Y' if previously provided. If not
applicable or not availabld please mark N/A.:
/ 1. A procesE ing fee of five hundred and five dollars ($505.00) per G.S. 143-21 5.3D(e)(2).
/ 2. Two hard copies (with original signatures) and one electronic copy of this completed form and the
required items,
3. For propo
3ed permittees that are corporations or LLC's, documentation from the INC Secretary of
State den
onstrating that the proposed permittee is a legal and viable entity able to conduct
business
n North Carolina.
4. The signE
J and notarized applicabe operation and m-iintemnre agreement(s) from the proposed
permittee
as required by the permit.
5. Legal doe
mentation that the property has transferred to the proposed permittee (such as a
recorded
eed for the property, uncompleted development and/or common areas) or legal
documentation
demonstrating that the proposed permittee is the sole claimant of the right to
engage in
the permitted activity.
6. If requirec
by the permit and if the project has been built, a signed, sealed and dated certification
document
from a licensed professional stating that the stormwater management system has been
inspected
and that it has been built and maintained in accordance with the approved plans.
7. A copy of
he 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 tc
tal built -upon area has not been exceeded. If the project has not been built, the new
owner sh
II provide a signed agreement to submit final recorded deed restrictions and protective
8. If transfer ing under C1 S. i4 214 7(c2) (see also SL 2011-256), documentation verifying that 50%
or more o the lots have been conveyed to individuals (not builders). Copies of the deeds of
conveyan e or a chart listing the lot number, lot address, owner's name, conveyance date and
deed boot and page number are acceptable.
9. If transfer ing under G.S. 143-214.7(c5) (see also SL 2013-121), provide legal documentation
'support in
the dissolution of the corporation or documentation supporting the current permittee
was lawf Ily and finally divested of title of the property.
10. A copy of he lease agreement if the proposed permittee is the lessee.
11. A copy of he pending sales agreement if the proposed permittee is the purchaser.
12. A copy of
development agreement if the proposed permittee is the developer.
ECERVE.'N
AUG 0 5 2019
BY:
Stomiwv ilei Pemid Transfer Appico(ion Form Page 3 of 1 April 20, 2011

D. Ct.1RRFNT PERMITTEE INFORMATION AND CERTIFICATION
1. Current Permit Holder's Company Name/Organization:
2. Signing Official's Name: /ceer/)arr /7 /-_� /j-,4
3. Signing Official's Title: 'A400a v
4. MailingA/ddrE
City: 4
5. Street Addre
City: We-(
6. Phone: (7/,3
--YJ'9/ Email:
r �
do LIC4
Z LC
_State: J ZIP
State: ZIP
1, , the current permittee, am submitting his application for a
transfer of ownership for the above listed stormwater permit under the General Statute a d 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
❑ 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 com
knowledge. I attest that I have provided all of the required items per the law to transfer tl
that if all required parts of this request are not completed or if all required supporting inf(
listed above are not included, this request package will be returned as incomplete I assil
obligations as permittee to the proposed permittee n. ed below. I understand that this i
permit may A Epp ed�the DFMLY)y#l0until the facility is in compliance
I, (nrrwu S
Date: /
a
U Cir 1 -.' \i w— County ofg/
that _ M& V �� , i v W k-- persoi
this th-$�,a�m, day of 20 , and
e cu�idn`of the,�or9�g�5in instrument. Witnes m hand and official seal, 9 Y
t�OTAFr k
otary Seal) _
�'UBUO �„'
�9e �;r`
No rySignature0.. All?
My commission expires rK ir-ZO
lats;
to to the best of my
permit. I understand
cation and attachments
all rights and
uest to transfer the
h the permit.
�-/5
Public for the State of
_, do hereby certify
ly appeared before me
cnowledge the due
Stormvialcr Permit Transfer Application Form Page,l of 7 1 April 20, 2017

A
V .
E. PROPOSED PEIRIVII
1. The proposed pern
❑,(
Property owner
LJ
Home Owners,
(UOA) (skip Par
❑
Lessee (Attach
permit as co -per
owner.)
❑
Purchaser (Alta
of the recorded i
permit reverts to
❑
Developer (Atta
appear on the pi
permit reverts to
2. Proposed permitt,
El Corporation, LL
FHOAIPOAIU
❑ Sole Proprietor
iEE INFORMATION
ttee is the:
(skip Part G)
ssociation (HOA), Property Owners Association (POA), or Unit Owner Association
G)
copy of the lease agreement. Both the lessee and the property owner will appear on the
iittees. If the lease is terminated, responsibility for the permit reverts to the property
a copy of the pending sales agreement. The permit will require submission of a copy
-d after the purchase has taken place. If the purchase agreement is cancelled the
property owner.)
a copy of the development agreement. Both the developer and the property owner will
it as co-permittees. If the development agreement is terminated, responsibility for the
property owner.)
name (check one of the following and provide the name):
Partnership, Municipality nam
name: !U(/l1CI'LliLvJ271(�bX'%o SJOCl�
3. Proposed permitte� contact information:
a. Signing Official's Name:
b. Signing,Offioial's Title:
c. MailingAddress: 0' yL �
City: Ak4nL 16n
d. Street Address: i&iz y
City: r-l)/YL i 77
e. Phone: ( 6"�3
7/f.
Email:
_State: /VG ZIP
�SiuJ�r' iOij
State: ZIP
.Cwlr
4. If there is a Manage' ent Entity that manages the property for an HOA, PDA or UOA, please provide:
a. Management Co pany or Business name: C;4/r-f-5
b. Contact Name: �� ifCl7 �C( JC/7 Title: ! LrriYrlCt� 2rt C k
,.c, /_ /l . .I f , . .. 1 1L
c. Mailing Address:
d. City: t
e. Phone: ( `I)U )
Email:
ZIP:
ECEOV
AUG 0 5 2019
BY:
Slonmv¢itei Pennil Trmisler Api .)onion Fusin Page :i of 7 April 20, 2017

F. PROPOSED PERMIT I EE CLR ! [FICA ION
1, , hereby notify the DEMLR that I have
lease, development agreement, or other legal transfer, the project/property covered by tl
management permit and/or the responsibility for constructing and/or operating and main
stormwater management system. I acknowledge and attest that I have received a copy c
❑ the most recent permit;
❑ the designer's certification for each SCM;
❑ any recorded deed restrictions, covenants, common areas, drainage easements or f
❑ the approved plans and/or approved as -built plans;
❑ the approved operation and maintenance agreement;
❑ past maintenance records from the previous permittee (where required),
❑ a copy of the most recent inspection report;
❑ Check here if the proposed permittee agrees to be the entity responsible for addres.
issues outlined in the Compliance Inspection Report. If checked, the proposed perrr
written document statement, with a "plan of action and schedule" addressed to this
bring the project into compliance upon receipt of the transferred permit. This written
schedule" must be received by the Division before the Division will transfer the perrr
quired through sale,
stormwater
ling the permitted
(select all that apply):
ts;
any compliance
must provide a
stating that they will
n of action and
I have reviewed the permit, approved plans and other documents listed above, and I ack owledge that I will
comply with the terms and conditions of the permit. I will construct the project's built-upo area as shown on the
approved plans; and I will (constru t), operate and maintain t pproved stormwater m nagement system
pursuant to the Ame* li d �e pgrmit �ip�jj� ation and maintenance oreement.
Signature:
Date: 7 G 2I'11
O_ a Notary Public for the State of
County of IVAJ do hereby certify that `f a
perso!]Vl i.Ve,n/d before me this the day of . Ty,w
of the forgoing instrument. Witness rriy hand and
N0Tq,9y
Seal)
'USLIC,
My commission expires
A _, and
Stormvoater Permit rionster Application Foi rn Page 6 of 7 1 April 20. 2017

G. PROPERTY OWNI_R IBNFORIVIATION AND CL`R`I II-ICATION
Fill out this section only il the property owner is different from the proposed permittee. The permit will revert to
the property owner if the Purchase agreement, development agreement or lease expires or is terminated.
Company Name/Organiz
Signing Official's Printed
Signing Official's Title: _
Mailing Address:
City:
Phone:(_)
I,
permit transfer documer
the property, developing
agreement, developmen
construction and/or oper
transfer request.
I agree to notify DEMLR
and will submit the appli
Application Form to adds
by my signature below, I
Stormwater permit if the
understand that any indi
management permit or t
(NCGS) 143, Article 21.
Signature of the
my hand and official seal
(Notary Seal)
Notary Signature
My commission
ZIP :
Email:
hereby certify that I currently own the property identified in this
nd acknowledge that the Proposed Permittee listed in Attachment B will be purchasing
a property on my behalf, and/or leasing the property from me. A copy of the purchase
greement or the lease agreement, which names the party responsible for the
on and maintenance of the stormwater system, has been provided with the permit
,ithin 30 days if there are anychanges to the purchase, developer or lease agreements
able completed and signed Permit Information Update Form, or Permit Transfer
ss these changes. As the legal property owner, I acknowledge, understand, and agree
st the permit will revert to me and I will be responsible for complying with the DEMLR
roperty purchase, lease or developer agreement/contract is cancelled or defaults. I
dual or entity found to be in noncompliance with the provisions of the stormwater
stormwater rules, is subject to enforcement action as set forth in NC General Statute
County of
Date:
a Notary Public for the State of
do hereby certify that
personally appeared before me this the day of
20 , and acknowledge the due execution of the forgoing instrument. Witness
ECEI 6E'
AUG 0 5 2019
Stomlvvatei Permit 1 ranslr;r Applcetian Fnrin P.igu 7 of 7 April 20, 20'17

`DOC# 20000419,BK4603: PG19877
WHEREAS, n Section 15.3.6t the Deelaration,jhe DUCLARANT reserved the iight'to:
i+ amend the Declaration to �cormet and/or modify situations or circunlstaqccs:which niay ariSC
during the course of devc1opment;
p
.1 E REAS, the:DECLARANT desires additional property designated as .yn water—,
Phase 2 to:be annexed and inade subject to the Declaration;
WHEREAS, the DECLARANT desires to amend,the Declaration to clarify the maxiinturn
built 0 area. including : imp rvi ':sarfaces :�:applicable to the property being an
Poni ous
�,hcreundcr,
WHEREAS,theDECLARANT:desiircis to amend the Declarntioril as applicableto all Of
yn(water as W I more parti uhirly provided'herein;
ore c
81Sq
cc Wrights under �Pc!iqri .,,ctlQno
NOW THEREFORE, in accord" with its rig ...
15.3 of Declaration here lement.and amend d the,;
Section the. DECLARANT does by" supplement
Declaration as 1561low
f'f A. DEC LARAN 1'heireby: subjects,all of:the property described,.. in E_xIh.i_biC_A', attached,
.
:of
hereto and incorporated: herein bvreference :(the "I * Ilia * s * C.2..Plqpi� to d provisionsthe
Declaration and aitficxessuch property into'Wyndwatcr..
iillows-i
B. DECLARANT sul)oiyeifierits.S.6.ai,o.n4., 1­ of the Declaration, as follows:
"4.1 Common Area.M :� The Association;: subject the rights of the 0 W nerg., set :fcrth:::in these
Protective Covenant, shalt manadc and contI r I ol th e'Common Area and all irnprovernem.6 iercon 41s
defined in other sections herein including, without limitation, any stornimater retentionfact ides,
open Space, roads, road rights of way,: lighting. irrigation, equipment, an common landscaped
The Association shall.keep such areas acid improvements in good repair and An'a cl can,
attractive, and sanitary , condition consistent'with, these Protective Covenants'.'and the Cbrninuhitv-,
Wide Standard. The Declarant may construct improvernents.in the future, Jncludingbut
not limited to a clubhoii'k, and in that event, all such improvernents shallble deemed Common Area
and shall be required to be maintained by. the Msociation as tlurth6 provided in.this Declaration.
Declarant hasmade no, repres6tation Or :guariattee regarding the construction (A additional
'unprovernents, inclbdingbut .nottimlicti,to=aubho6k.',
C. DECLAR
heretsy supplements Section 5.2,of the Declaration is fbllowS:
h, ereby.Aeleteq Section 54 of the Declaration and replaces
J) the
VE,i`
I VI

`BK 4603 PG 1988 139C# 20000419
"5.4 Roads_ and, Streets. All roadwaysshown on'any recorded plats of Property (spec
excepting North Lampligliters Walk, sou th'Lamphghters Walk and that portion of Topsail:':
Drive running generally froth Section 3 to highway. 17 as the saute will `be or is more part,
described in a deed to'the.A'mociarion, which,.roads shall be collectively referred to herein
`Private !toads") have been dedicated as public roads. As provided in Section _12 9 herein, al
Owners have casements in order to travel over attd across die roadways in Wyndw•ater, regal,
whether they are considered private or public. As IbIr the public roads, the responsibi
maintenance of these roads has•been or will be trpon Pender County as the roadways are a
into the County's public street system.` Until 'die roads are accepted by the 'Coin
responsibility for maintenance shall be upon the Association and the costs thereof sha
( onvtion Expense. As''f'or the Private Roads widiin'Wyndwiner,' (lie responsibility for main
"of these roads will be upon' the Associzition'l although Declarant shall maintain and! irtrpr
roadways to the extent it deems appropriate prior to turning over this responsibility
Association. No representation is made that construction' of these Private Roads' is or
sufficient to be included in the state secondary road:'sys•.em or that Fender. County Ur the
; Nortli Carolina would eventually assume maintenance of this roadway. Notwithstand
'foregoing; Declarant reserves the right but riot the obligation to dedicate any.or all of their
=Fender County or the Slate of North Carolina.'°
I : DECLARANT hereby.supplernents ARTICLES of the Declaratii
Section 5.6 as follows:'
"5,6 Mtiinten..... f,f enwna,. Nottaithstanding any provision in the Decla
all fencing that is located within or adjacent to anyLot, including any Perim
have • been initially placed by Declarant, shall be maintained by the Owner of
In the event any Owner does. not maiwain.such fencing to the community-w
Association shall have the right to perform such maiiucna ice and assess sucl
and a service charge, all as provided in Section,5„3'
F. DECLARANT hereby supplements 5echon"'1 l .5 of the Declaration i
--
In addition to the property previously encumbered tinder this Declaration in B1
the Fender County Registry, ,the fbllowing'restrictions in this Section 1 f .6 s
Exhibit: 2 Property described in xhibit` A :attached to this Supplernet
incorporated herein by
"11 fi `rtorinwater, [tun Off Rules. All Las shA.:be subject to the State of
and regulations concenting;stormwater runoff as. these rules are arneotle
Without limiting the foregoing, Declarant hereby :reserves the right, t
restrictions upon the Property as; and to the extent required by the terms of I
for the Property as issued by, die State of North: Carolina. Such addition,
imposed by Declaraiitby the recording of a Supplemental Declaration,, and.
of the Association or any other Ownersor Person shall be required .oi
Declaration. These regulations currently provide:
BY
I
follows:
tertiance
ove:said
to the
Will be
State of
i the
:osts

BK 4603 PG 1990 D�OC# 20000419
I .
11. DE
subject to the
run with title
in the desefib(
shall
to the

BK 4615 PG 298 - 304 (7) DOC# 20007576
This Document eRecorded: 02/25/2016 03:25:49 PM
Fee: $26.00 DocType: AMEND Tax: $0.00
Pender County, North Carolina
Sharon Lear Willoughby, Register of Deeds
AMENDMENT AND SUPPLEMENTAL DECLARATION TO DECLARATION OF
PROTECTIVE COVENANT'S FOR WYNDWATFR
Prepared by MURCHISON, TAYLOR, & GIBSON, PLLC
& Return to: 16 North Fifth Avenue, Wilmington, NC 28401
NORTH CAROLINA
PENDER COUNTY
This AMENDMENT AND SUPPLEMENTAL DECLARATION TO DECLARATION
OF PROTECTIVE COVENANTS FOR WYNDWATER ("Supplemental Declaration") is made
[his a-5-day of { bj LK1 ^ 20161 by Signature Top Sail NC Ltd, a Texas limited
partnership doing businesPin North Carolina as Signature Top Sail NC, Ltd. LP
("Declarant").
WITNESSETH:
WHEREAS, the Declarant heretofore executed that certain Declaration of Protective
Covenants for Wyndwater and caused the same to be recorded in Book 4503, Page 70 in the
Pender County Registry (as the same may be amended and/or supplemented, the "Declaration");
WHEREAS, the Declarant heretofore executed those certain Amendments and
Supplemental Declarations of Protective Covenants for Wyndwater and caused the same to be
recorded in Book 4603, Page 1986 and Book 4610, Page 798 in the Pender County Registry,
which instruments, among other things, annexed into Wyndwater certain properties defined
therein;
WHEREAS, capitalized terms used herein shall have the same meanings ascribed to such
terms in the Declaration unless otherwise defined herein;
WHEREAS, in Section 8.1 of the Declaration, the Declarant reserved the right to annex
additional properties to the Wyndwater and subject such properties to the terms of the Declaration
by recording a Supplemental Declaration;
submitted electronically by "Eugene R. Davis, 3r. P.c."
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Pender county Register of Deeds.
138532

BK 4615 PG 299 DOC# 20007576
WHEREAS, in Section 11.6 of the Declaration, the Declarant reserved the right to amend
the Declaration and subject the property being annexed to additional storm -water restrictions;
WHEREAS, in Section 15.3 of the Declaration, the Declarant reserved the right to amend
the Declaration to correct and/or modify situations or circumstances which may arise during the
course of development;
WHEREAS, the Declarant desires additional property designated as the Phase 11113
Property to be annexed and made subject to the Declaration; and to clarify the maximum built
upon area, including impervious surfaces, applicable to the property being annexed hereunder;
WHEREAS, the Declarant also desires to amend the Declaration to establish a
Neighborhood concept within Wyndwater, and
NOW THEREFORE, in accordance with its rights under Section 8.1, Section 11.6 and
Section 15.3 of the Declaration, the Declarant does hereby supplement and amend the Declaration
as follows:
A. Declurant hereby subjects all of the property described in Exhibit A, attached
hereto and incorporated herein by reference (the "Phase 11B Property"), to the provisions
of the Declaration and annexes such property into Wyndwater.
B. Declarant hereby supplements Section 5.4 of the Declaration by adding the
following:
"North Lamplighters Walk, as shown on the plat described in the attached Exhibit A, is hereby
deemed to be a "Private Road" as such term is defined in Section 5A of the Declaration, and
shall be subject to all terms and conditions applicable to Private Roads as provided in the
Declaration."
C. As to the Phase IIB Property described herein, Declarant hereby supplements
Section 11.6 of the Declaration as follows:
In addition to the property previously encumbered under this Declaration, the following
restrictions in this Section 11.6 shall also apply to the Phase 1113 Property described in Exhibit A
attached to this Supplemental Declaration and incorporated herein by reference.
"11.6 Stormwater Run Off Rules. All Lots shall be subject to the State of North Carolina rules
and regulations concerning stormwater runoff as these rules are amended from time to time.
Without limiting the foregoing, Declarant hereby reserves the right to impose additional
restrictions upon the Property as and to the extent required by the terms of the stormwater pennit
for the Property as issued by the State of North Carolina. Such additional restrictions may be
imposed by Declarant by the recording of a Supplemental Declaration, and no joinder or consent
of the Association or any other Owner or Person shall be required on such Supplemental
Declaration. These regulations currently provide:
13M331

BK 4615 PG 300 DOC# 20007576
(a) The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 140416 as issued by the Division of
Energy, Mineral and Land Resources under NCAC 2H.1000.
(b) The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater Management Permit.
(c) These covenants are to run with the land and be binding on all persons and
parties claiming under them.
(d) The covenants pertaining to stonnwater may not be altered or rescinded
without the express written consent of the State of North Carolina, the Division of Energy,
Mineral and Land Resources.
(c) Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Energy, Mineral and Land Resources.
(f) The maximum built -upon area per lot is 4,500 square feet. 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.
(g) All runoff from the built -upon areas on the lot must drain into the
penmitted system. This may be accomplished through providing roof drain gutters, which drain
to the pond or street, grading the lot to drain toward the street or directly into the pond, or
grading perimeter swales and directing them into the pond or street.
(h) Built -upon areas in excess of the permitted amount will require a permit
modification.
(i) All affected lots shall maintain a 50' foot wide vegetative buffer adjacent
to surface waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of each side of streams and rivers, and the mean high
water line of tidal waters.
(i) Any individual or entity found to be in noncompliance with the provisions
of the stormwater management permit or the requirements of the Stormwater Rules under 15A
NCAC 02H.1000 as amended under Session Law 2008-211, is subject to enforcement
procedures as set Ibrth in N.C.G.S. § 143, Article 21."
D. DECLARANT hereby supplements the Declaration by adding the following new
Article 19 and to the extent any provision in the new Article 19 conflicts with existing
provisions of the Declaration, Article 19 shall control:
138532 3

BK 4615 PG 301
19.1 Definitions.
DOC# 20007576
Article 19
Nciehborhood Service Areas at Wvndwater
(a) "Limited Common Area": A portion of the Common Area primarily benefiting
one or more, but less than all, Lots or Neighborhood Service Areas, as more particularly
described in Section 19.2.
(b) "Neighborhood Service Area": A group of Lots specifically designated by
Declarant as a separate Neighborhood Service Area pursuant to Section 19.2 for purposes of
sharing Limited Common Areas and/or receiving other benefits or services from the Association
which are not provided to all Lots. A Neighborhood may be comprised of more than one
housing type and may include noncontiguous parcels of property.
(c) "Neighborhood Expenses": The actual and estimated expenses which the
Association incurs or expects to incur for the benefit of Owners within a particular
Neighborhood Service Area, which may include a reasonable reserve for capital repairs and
replacements and a reasonable administrative charge, as may be authorized pursuant to the
Declaration or in the Supplemental Declaration(s) applicable to such Neighborhood Service
Area(s).
19.2 Neighborhood Service Areas.
(a) Designation of Neighborhood Service Areas. So long as Declarant has the right
to subject additional property to this Declaration pursuant to Section 8.1, Declarant retains the
right to designate one or more Neighborhood Service Areas within Wyndwater. In order to
effectuate such designation, Declarant shall, by Supplemental Declaration, assign the designated
property to a specific Neighborhood Service Area (by name or other identifying designation).
The Supplemental Declaration shall describe what Limited Common Areas or any) will be
shared and maintained by such Neighborhood Service Area and shall describe what other
benefits or services (if any) the Association will provide to such Neighborhood.
(b) Provision of Services. Upon the recordation of the Supplemental Declaration
describing what benefits or services (if any) the Association will provide to a Neighborhood
Service Area, the Association shall begin to provide, or provide for, such services and shall he
authorized to enter into and terminate contracts or agreements with other entities to provide such
services. By way of example, such services and facilities might include landscape maintenance,
irrigation, pest control service, cable television service, fiber optic services, internet, phone,
cellular phone, security, street and/or pathway lighting, caretaker, transportation, fire protection,
utilities, and similar services and facilities. In the event such a contract is entered into by the
Association on behalf of the Neighborhood Service Area, all Owners of Lots within that
Neighborhood Service Area will be required to comply with any terms therein and no Owner
may exempt himself or herself from liability for the costs thereof for non-use of such service,
abandonment of his or her Lot, or any other means.
138532 4

BK 4615 PG 302 DOC# 20007576
Nothing in this Section shall be construed as a representation by Declarant or the
Association as to what, if any, services shall be provided. In addition, the Board shall be
permitted to modify or cancel existing contracts for services in its discretion, unless the provision
of such services is otherwise required by the Governing Documents. Non-use of services
provided to all Owners or Units as a Common Expense shall not exempt any Owner from the
obligation to pay assessments for such services.
In addition to and without limiting the above, any Neighborhood Service Area, acting
through that Neighborhood Service Area's Owners may request that the Association provide a
higher level of service than which the Association generally provides to all Neighborhood
Service Areas or may request that the Association provide special services for the benefit of Lots
in such Neighborhood Service Area. Upon the affirmative vote, written consent, or a
combination thereof, of Owners of at least 75% of the Lots within the Neighborhood Service
Area, the Association shall provide the requested services unless the provision of such services is
deemed unreasonable or impractical by the Board.
(c) Neighborhood Limited Common Area. Certain portions of the Common Area
may be designated by Declarant as Limited Common Area and reserved for the exclusive use or
primary benefit of Owners and occupants within one or more Neighborhood Service Areas. By
way of illustration and not limitation, Limited Common Areas may include entry features,
recreational facilities, landscaped medians and cul-de-sacs, lakes, and other portions of the
Common Area within a particular Neighborhood Service Area. All costs associated with
maintenance, repair, replacement, and insurance of a Limited Common Area that has been
reserved for a Neighborhood Service Area shall be a Neighborhood Expense allocated among the
Owners in the Neighborhood Service Arca(s) to which the Limited Common Areas are assigned,
notwithstanding that the Association may be responsible for performing such maintenance
hereunder.
(d) Neighborhood Assessments. All Neighborhood Expenses, including but not
limited to the cost of the Association's maintenance of Limited Common Areas and/or the
provision of special services as described in this Article 19, which may include a reasonable
administrative charge in such amount as the Board deems appropriate (provided, any such
administrative charge shall apply at a uniform rate per Lot to all Neighborhood Service Areas
receiving the same service), shall be assessed by the Association against the Lots within such
Neighborhood Service Area as either an Individual Assessment as described in Section 9.6
and/or as a Service Assessment as described in Section 9.11"
E. DECLARANT hereby declares that the Property shall be held, sold, and conveyed
subject to the Declaration, as amended by this Supplemental Declaration, which covenants shall
run with title to the Property and shall be binding on all parties having any right, title, or interest
in the described Property or any part thereof, and shall inure to the benefit of each owner thereof.
138332 5

BK 4615 PG 303
DOC# 20007576
EXCEPT AS AMENDED AND SUPPLEMENTED HERETOFORE AND HEREIN, the
Declaration shall be and remain in full force and effect.
IN TESTIMONY WHEREOF, the Declarant has caused this instrument to be executed in
its name as orthe date first above written.
Signature Top Sail NC Ltd, a Texas limited
partnership doing business in North Carolina as
Signature Top Sail NC, Ltd. LP
By: Signature Top Sail GP, LLC,
its general partner
By: AName: Michael I f. Pollak
Title: Manager
STATE OF
COUNTY OF /-IG,,) NAtiiG1/ �
(County where acknowlalgment (aken)
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the foregoing document for the purposes
stated therein and in the capacity(ies) indicated above: Michael H. Pollak
Date: S / iD Official Signature of Notary:
s n-me appears n all
[AFFIX OF171CIAL SEAL]
138532
Printed Name of Notary: Alt_ /•%n n / J '/Civet Y/04
[As name app ars on seal]
My commission expires: iM4 V I I i Zor!)
M
ONYINA

BK 4615 PG 304 DOC# 20007576
EXHIBIT A
BEING all of those certain tracts or parcels of land lying and being in Pender County, North
Carolina, and being more particularly described as follows:
BEING ALL the property shown on that plat entitled "Wyndwater — Phase iIB"
as recorded in Map Cabinet 58, Pages 127-128 of the Pender County Registry,
reference to said plat is hereby made for a more particular description.
138532

t
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
Phase 2
377 West Craftsman Way
Domino, Michael
5/26/2016
4620/2870
391 West Craftsman Way
Stein, John E. III
7/5/2016
4623/1850
401 West Craftsman Way
Vogler, Kurt
6/6/2016
4621/1764
411 West Craftsman Way
Anderson, Erik L
6/26/2016
4623/386
425 West Craftsman Way
Bergen, James Arthur
3/18/2016
4616/1823
439 West Craftsman Way
Thomas, Thomas A. Jr.
11/17/2016
4632/2197
453 West Craftsman Way
Griffin, Jeffrey
9/23/2016
4628/2829
467 West Craftsman Way
Moorlag, Matthew James
6/15/2016
4622/581
479 West Craftsman Way
Farber, Brandon L.
8/15/2016
4626/893
493 West Craftsman Way
Dennis, Brian M.
4/28/2016
4619/650
505 West Craftsman Way
Seidner, Anthony Louis
12/1/2017
4655/1856
519 West Craftsman Way
Silva, Omar F.
6/28/2016
4623/271
533 West Craftsman Way
Zimmer, Jesse J.
7/25/2016
4624/2472
547 West Craftsman Way
Downie, Dean
4/14/2016
4618/932
561 West Craftsman Way
Bradshaw, Jeffery
7/7/2016
4623/2273
573 West Craftsman Way
Mosher, Michael II
7/1/2016
4623/1715
585 West Craftsman Way
Dick, Sean R.
7/15/2016
4624/1083
599 West Craftsman Way
Romero, Crystal Lynn
6/20/2016
4622/1489
611 West Craftsman Way
Banos, Claudio A. Gutierrez
5/1/2017
4642/985
623 West Craftsman Way
Neff, Jesse Stephen
4/26/2018
4663/1396
635 West Craftsman Way
Sisco, Jesse A.
3/23/2017
4639/2028
649 West Craftsman Way
Phillips, David Casey
7/11/2016
4623/2682
720 West Craftsman Way
Hoag, David F. II
4/6/2017
4640/2021
704 West Craftsman Way
KtPj�v ,��Gt(ut ��)
51-19117
46441WO
686 West Craftsman Way
Margulis, Jeffrey Michael
6/29/2017
4646/1110
650 West Craftsman Way
9�9no, Loul5 AiC.lcuidY-'
(-Iig11i
yb45/06t I
618 West Craftsman Way
Gillum, Charles R. II
3/30/2017
4640`455
604 West Craftsman Way
white, Jason M.
8/1/2017
4648/1384
590 West Craftsman Way
Lee, Robert C. II
6/5/2017
4644/1481
576 West Craftsman Way
Mullen, Karel L
5/26/2017
4643/2740
562 West Craftsman Way
Silva, Jason Michael DA
8/29/2016
4627/658
548 West Craftsman Way
Fetty, Nicholas L.
3/21/2017
4639/1396
534 West Craftsman Way
Coy, Jeremy Ryan
2/2/2017
4636/2830
514 West Craftsman Way
Placke, Dustin
3/31/2017
4640/944
500 West Craftsman Way
Beckner, Aaron T.
7/15/2016
4624/988
486 West Craftsman Way
Raddigan, Marty L.
5/3/2017
4642/1579
472 West Craftsman Way
Nance, Allison Nicole
3/13/2017
4639/80
458 West Craftsman Way
Telfer, Liam
1/31/2017
4636/2284
444 West Craftsman Way
Jones, Crystal M.
7/14/2016
4624/521
430 West Craftsman Way
Depaola, James
8/22/2016
4626/2335
410 West Craftsman Way
Green, Jusstin T.
5/3/2016
4619/1569
392 West Craftsman Way
Gililland, Kimberly A
6/6/2017
4644/1636
49 North Lamplighter Walk
F61G/1lav) t`6n)nnL,4*16
61 North Lamplighter Walk
Lennon, Daniel E.
1/10/2017
4635/1987
71 North Lamplighter Walk
An VA{ (ni
83 North Lamplighter Walk
Yates, Brenda W.\TR
6/8/2018
4666/1482
93 North Lamplighter Walk
Rt OCCU) gbn'(5iV4-k
105 North Lamplighter Walk
Hebron, Tifanni Mich`e'll'e`
4/30/2018
4663/2126
115 North Lamplighter Walk
1
I%hL'' can'{1GennGa�ryC
125 North Lamplighter Walk
Anlrli(en *�cli9r5ns-
133 North Lamplighter Walk �(QfSe%►^1 Lfda T
011 61Ilabll 4W#)-I-)51

14
i� 4.4 . , I
ECEIVE
AUG 0 5 2019
dr;

4 . " 4 r
94
95
96
97
98
99
100
101
102
103
104
105
141 North Lamplighter Walk
140 North Lamplighter Walk
134 North Lamplighter Walk
124 North Lamplighter Walk
112 North Lamplighter Walk
102 North Lamplighter Walk
90 North Lamplighter Walk
80 North Lamplighter Walk
68 North Lamplighter Walk
58 North Lamplighter Walk
48 North Lamplighter Walk
36 North Lamplighter Walk
Lane, Rober W.
Cardea, Laurie -Jo
Chung, Eric 1
i VICAtan IAWt1C5h
Debenport, Bob
6y'r; (r' L. ., c5,vjrA
Councilman, 1Jlesse H. III
//l111'
Penn, Micha'Ih11 Jonathan
An
imrl'1C21v'�'i Vy.Sin &)
Strickland, Steven Travis
11/7/2017
4654/683
5/25/2017
4643/2301
6/1/2017
4644/905
7/13/2017 4647/721
6/29/2018 4667/2767
5/18/2018 4665/17
1/17/2017 4636/102
�111��t'lnN ICSvI ;� �. = 10 (&<)

BK 4603PG 1997'- 1999 (3) DOC# 20000421 "
This Document eRecorded: 07/14/2015 09:54:18 AM
Fee:.$26.00 DocType: DEED Tax: $0.00
Pender County, North Carolina
Sharon Lear Willoughby, Register of Deeds
Drawn by: Eugene B. Davis, Jr., P.C.'., Attorney at Lacy .
1612 Military Cutoff Road, Suite 301
Wilmington, NC 28403
Return to: Eugene B. Davis, Jr. Stan;ps: $0
s.,
STATE OF NORTH CAROLIN>1
WATU ANT'Y DEED.
COUNTY OF PENDEit
BRIEF DESCRIPTION FOR THE 1ND) A: -C oninutn Area. Wyndsvater,.Phase HA .
Pender Co. Tax Parcel M: Part of 421442-3251.000{)
THIS DEED, made and entered into as of the Will day of July, 2015, hyand between Signaturc Top
Sail NC:, Ltd., a Texas limited partnership doing business in North Carolina as Signature T•op Sail NC,
Ltd: LP, sometimes also conducting business in North Carolina under the name "Wyndsvater"'(herein
"Ctran(or"), whose address is 933713 Katy Freeway 077, Houston, TX 77024, party of the first part; and
,"line., a Not Carolina Noll -Profit Corporation, (hereinafter caller!
W;n(hivater Homeowners' Association"Grantee") party of the. second part, whose-nailihst a ldress is: 1612 Military Cutoff Road, Suite 108.
W ilmingion;,NC 28403 (whether one or more persrttls, firms, of corporations),. The. designation Grantor and ..
Grantee as used herein :shall include said parties, their heirs, successors, and assigns,nnd shall include singular.
plural, masculine, feminine: or:neuter as required by context.
WI NESSETH:
THAT the said Grantor, in consideration of the sumof TEN ($10.00) DOLLARS, and iltller good arid,
valuable consideration: paid to him, receipt of which is hereby acknowledged, has bargained ar d wild, and 11y .,
these presents does hereby grant, bargain, sell and.convey limo (lie said Grantee, all of those certain tracts or
piirceis of land, located in Pender County, North Carolina. and being more particulariv described as follows:
BEING all of those drainage, sewer, pi aver; pedestrian, Sidewalk avid utility easements anti those
areas designated variously as "Common urea," '.'Storm Drainage Easement S Septic Lot.Acccss,"
"(Cornmon Area) Storm Drainage: Easement t'u. Septic Lot Access," and "40' Drainage, Septic &
Pedestrian Easement" as shown on that mall entiiled� "Final I'lat For Wyndwatcr.-- Phase IIA" recorded
in Map Book 57, Panc 145, fender Counh, Registry, and on that male ell titled,,"Wyndsvliter-- Phase 11A
Laserntent Phil" recorded in fvlap Boos: 57, Page 147,"Pender County Registry, reference to both of which
malts is hereby made for a more particular description. SPECIFICALLY lI: ,C'1.,1.iDINt:: THEREFItO;�T
ALI, LOTS of Wyndwater, Phase II-A'as shown ore thc,above referenced malts; and, SPECIFICALLY
Submitted electronically by "Eugene B. Davis, Jr. P.C."
in Compliance with North Carolina statutes governing recordable documents .
and the terms of the submitter agreement with the Pender county Register of Deeds.

BK 4603 PG 1998 ' DOC# 20000421 i
EXCLUDING those areas desigmated "Future. L)evelogr#Trent"., on the above referenced nrnp, those Lots
designated""S1'-R", "5i-R", "S3-li", "S4" and "S5" anti the numerous Septic Areas and Service Areas
included therein. For clarification, this conveyance also INCLUDES that area designated as "Service
Area for Lot 46" on the aforesaid Maps, and is expressly matte SUBJECT'rO the use of that Service
Area;i'or ingress, egress, system installation; operation, maintenance, monitoring and repairs of septic;;.
systems for the benefit of that certain Lot 46 uliliring offsite septic within Phase 11-A of the tWyndivater
subdivision. Also SiJB,ji,c,r TO that 10' sidervalk casement wherever it crosses any of the
aforementioned Common Areas or other areas being conveyed herein.
The properly describer) and conveyed he is hereby designated as Common Area pursuant to
the previsions of the Declaration. It is the intent of the parties that such property be exempt from
taxation, subject to applicaalrlc larc, bit it is: (Rai' NI E EIS responsil pity to file for any taxation
exemptions fir reclos3ificatiaas.
This property is being conveyed as common area to _a nonprofit homeowners association nS -
defined in Section 528 of the internal RCvenne t..ode will, the intent that It not he assessed for ad "valorem
property taxes Under the provisions of N.C.G,S. Section' 105-277.8.
THE PROPERTY Izcreinabove described tuns acquired by C;rantor along with ;ether acreag by
instrument recorded in Book 4379, large 330 of the Pender County Rcgistry.
TO HAVE AND TO HOLD the above,gianted anti described lands and premises, together with all and
singular, the rights, privileges, easements, tenements, duties, obligations and appurtenances thereunto
belonging, or in anywise appertaining unto the said Grantee, in fee simple, FOREVER,
AND said Cirantat covenants ie'ilh the Grantee that the Grantor is seized in fee simple or.the above granted
and described premises, and. has good right to sell and convey the same in fee simple,.that the title is inarketable -
and:free and clear of all encumbrances, except as herein set forth; and except for ad valorem ta.;ces'for the current _
tare year and subsequent years art valorem taxes; the provisions of all applicable zoning and land usee ordinances.
statutes and regulations; anti all,applicable restrictive covenurits and easements of record, and That said {grantor
will: WARRANT AND DEFEND this title ;to tite same against the lawful claims and demands of any rand all
persons whomsoever except:
i. All restrictive covenants ofrecord
2. Ad valorem taxes for the. year 2.01> and thereAer,
3. All utility easements, lerinits and riptlts ofway of record,
4. All zoningr land use and planning riles; regulations, ardinances and statutes.
IN WITNESS WHEREOF, the Grantor has hereunto caused this instrument to be signed in its name by
its duly authorized Genera( Partner by authority o; ail of tl e partners, the day and year first above written.
i
Signature'rcip Sail NC, Ltd.,
a Texas limited partnership doing busin .$s in
NorHtlino PIS
ture l' Lid. LPr .. t artnc:r
Michael H. Pollak, Manager
STATE OF NORTH CAROL.I'Na
COUNTY OF NEW HANOVER
a Notary Publ.c for the: said County and :State, do hereby cert4y
....... _. ...
that Michael H. Frillak, who is known to me, personally lame before ale this day and acknowledged he is

ECEIVE'�
AUG 0 5 2019
BY:

ECEIVE.
AUG 0 5 2019
BY:

SPECIAL NOTE
mEswE wnaosEaE Ma anraroREvisE � �,�•��
Nu E a LOT
rrn tpr..
. MDCxE.,renxEwu . .2¢:mvc fie.
i SVAInPY SEVIEP EnY.YFIIt /FrKTWGL015 [ �YSw ''r/.+�
' 9AAIOrVNRE OEVBOR¢Ni.VtF.. �^�•e ,wa Yr m
.,ulDlSwm cOMua,O.Yx.Frtaxol4ixuLY OIY bN�
nECwvmw uM BOCK 5!. PAGES'tuuro w.
A.II1 SfM•p! WP BOtl(. SI. PK£ t1i. lY1
LIW6E5TO MElOi (1NE4pi,iMW+nY BEEu WpE OR nxE WtFNOEOOx iwS RnT,T.
�_�� __ fVPYLL Ce¢R OYv[-C m.,feN
� � osmrvexx li f Yit
'w
07)
X � \
GRAPW WC
--------------——
Init w Nom uxeucmmRs ..u[
N ! _
x
.av
$e b ....
NIA 3 3
NMI

BK 4679 PG 521 - 523 (3)
This Document eRecorded:
L
DOC# 20045661
02/13/2019 02:37:08 PM
Fee: $26.00 DocType: D/COR Tax: $0.00
Pender County, North Carolina
Sharon Lear Willoughby, Register of Deeds
Drawn by & Return to: Eugene B. Davis, Jr., P.C. (without certification of title)Gj
1612 Military Cutoff Road, Suite 301, Wilmington, NC 28403
Pender Co. Tax Parcel it: 4214-22-4048-0000 & 4214-22-4164-0000 Stamps: $ None
STATE OF NORTH CAROLINA
DEED OF CORRECTION
COUNTY OF PENDER
BRIEF DF,SCRIPTION FOR INDEX: Lots S4R & S5, WyndWater, Phase lIA
THIS DEED OF CORRECTION, made and entered into as of the �j day of February, 2019, by
and between Wynd Water Ilomeowners' Association, Inc., a North Carolina Non -Profit Corporation, (herein
"Grantor"), whose mailing address is 1612 Military Cutoff Road, Suite 108, Wilmington, NC 28403, party of
the first pail; and Signature Top Sail NC, Ltd., a Texas limited partnership doing business in North Carolina
as Signature Top Sail NC, Ltd. LP, (hereinafter called "Grantee"), party of the second part, whose mailing
address is 9337B Katy Freeway 4377, Houston, TX 77024. The designation Grantor and Grantee as used herein
shall include said parties, their heirs, successors, and assigns, and shall include singular, plural, masculine,
feminine or neuter as required by context.
WITNESSETH:
WHEREAS, the Declaration Of Protective Covenants For WyndWater recorded in Book 4503, Page
70, Pender County Registry, made applicable to the subject properties by that Amendment And Supplemental
Declaration To Declaration Of Protective Covenants For WyndWater recorded in Book 4603, Page 1986,
Pender County Registry (as further modified, supplemented or amended ofrecord the "Declaration"), identifies
certain properties as "Special Purpose Lots" as defined in Article 18 thereof. The Special Purpose Lots were
conveyed by Declarant, pursuant to the Declaration, to either the Association or a related entity in compliance
with the Multiparty Agreement;
WHEREAS, Declarant later conveyed two additional "S" or "SR" designated parcels to Grantor by
instruments recorded in Book 4649, Page 2409 and Book 4649, Page 241 1 of the Pcnder County Registry, but
which parcels, S411 and S5, more specifically described below, were not required to serve as Special Purpose
Lots pursuant to Article 18 of the Declaration, provided that Declarant "reroute those septic systems benefited
by the tract to a public/private sewer utility...". Further, the several deeds for benctitted lots providing,
further, that all easements appurtenant to the "Service Area(s)" and/or "Septic Area(s)" shall terminate
following cessation of necessity of use following rerouting of each certain septic system.
submitted electronically by "Eugene R. Davis, Jr. P.C."
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Pender County Register of Deeds.

ECEQVE
AUG 0 5 2019

BK 4679 PG 522 DOC* 20045661
WILEREAS, Declarant had, prior to the conveyance of the property herein described to Grantor, so
rerouted the several systems.
WHEREAS, Declarant. has made written request of the Grantor to reconvey the property pursuant to
Section 4.2 of the Declaration of Protective Covenants For WyndWater recorded in Book 4503, Page 70,
Pender County Registry, which provides for rcconvcyance to the extent conveyed by Declarant in error.
THEREFORE the said Grantor, in consideration of the premises and for other valuable consideration,
the receipt and sufficiency of which is hereby acknowledged, has bargained and sold, and by these presents
does hereby grant, bargain, sell and convey unto the said Grantee, all of those certain tract(s) or parcel(s) of
land, located in Pender County, North Carolina, and being more particularly described as follows:
BEING all of that tract or parcel of land shown and designated as Lot "S4R" and "S5" on that
map entitled "WyndWater—Phase HA Recombination of Lot S4R and Easement Plat" recorded
in Map Book 58, Paige 63, Pender County Registry, reference to which map is hereby made for a
more particular description.
TIME PROPERTY hereinabove described is a portion of the property acquired by Grantor, along with
other properly, by instrument recorded in Book 4649, Page 2409 and Book 4649, Page 2411 of the Pender
County Registry.
TO HAVE AND TO HOLD the above granted and described lands and premises, together with all
and singular, the rights, privileges, easements, tenements, duties, obligations and appurtenances thcrcunto
belonging, or in anywise appertaining unto the said Grantee, in fee simple, forever.
AND said Grantor covenants with the Grantee, that Grantor has done nothing to impair such title as
Grantor received, and Grantor will warrant and defend the title against the lawful claims ofall persons claiming
by, under or through Grantor, except for the exceptions hereinafter stated. Title to the property hereinabove
described is subject to the following exceptions:
Ad valorem taxes for the year 2017 and thereafter, restrictive covenants of record, utility casements,
permits and rights of way of record, and all zoning, land use and planning rules, regulations, ordinances
and Statutes.
[Signature(s) onnnge(s) to follow)

ECE@VE''
AUG 0 5 2019
BY:

BK 4679 PG 523
DOC# 20045661
IN WITNESS WHEREOF, the Grantor has hereunto caused this instrument to be signed in its name
by its duly authorized officer, the day and year first above written.
WYNDWATER.HOMEOWNERS' ASSOCIATION, INC.
(CORPORA TL SEAL)
BY:
Michael H. Pollak, President
STATE OF NORTH CAROLMA - COUNTY OF NEW HANOVER
1, the undersigned, a Notary Public of the County and State aforesaid, do certify that Michael H. Pollak,
personally came before me this day and acknowledged he is President of WyndWater Homeowners'
Association, Inc., a North Carolina non-profit corporation and that he, as President, being authorized to do so,
executed the foregoing on behalf of the corporation.
Witness my hand and official seal, this the
(Notary Seal)
ROGER C WHITE
NOTARY PUBLIC
New Hanover County
North Carolina
My Commisslon Expires February 11, 2019
_ L day of February, 2019.
Notary Public
My Commission Expires:

EGEFVE,
AUG 0 5 2019
BY:__

BK 4687 PG 2763 - 2766 (4) DOC# 20050865
This Document eRecorded: 06/27/2019 04:13:51 PM
Fee: $26.00 DocType: DEED Tax: $0.00
Pender County, North Carolina
Sharon Lear Willoughby, Register of Deeds
Drawn by & Return to: Eugene B. Davis, Jr., P.C.,
t612 Military Cutoff Road, Suite 301, Wilmington, NC 28403
Pender Co. Tax Parcel #: See Exhibit "A"
STATE OF NORTH CAROLINA
COUNTY OF PENDER
Stamps: S None
SPECIAL WARRANTY DEED
BRIEF DESCRIPTION FOR INDEX: Common Area,
WyndWater
THIS DEED, made and entered into as of the Z" day, of June, 2019, by and between Signature
Top Sail NC, Ltd., a Texas limited partnership doing business in North Carolina as Signature Top Sail NC,
Ltd. LP (herein "Grantor"), whose mailing address is 9337B Katy Freeway #377, Houston, TX 77024, party
of the first part; and WyndWater Homeowners' Association, Inc., a North Carolina Non -Profit Corporation
(hereinafter called "Grantee"), party of the second part, whose mailing address is 1612 Military Cutoff Road,
Suite 108, Wilmington, NC 28403. The designation Grantor and Grantee as used herein shall include said
parties, their heirs, successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as
required by context.
WITNESSETH:
THAT the said Grantor, in consideration of the sum of TEN DOLLARS ($10.00), and other good and
valuable considerations paid, the receipt and sufficiency of which is hereby acknowledged, has bargained and
sold, and by these presents does hereby grant, bargain, sell and convey unto the said Grantee, all of those
certain tracts or parcels of land, located in Topsail Township, Pender County, North Carolina, and being more
particularly described as follows:
See Exhibit "A" attached hereto and incorporated herein by reference.
The property described and conveyed herein is hereby designated as Common Area pursuant to the
provisions of the Declaration. It is the intent of the parties that such property be exempt from taxation,
subject to applicable law, but it is GRANTEE'S responsibility to file for any taxation exemptions or
reclassifications. This property is being conveyed as common area to a nonprofit homeowners'
association as defined in Section 528 of the intemal Revenue Code with the intent that it not be assessed
for ad valorem property taxes under the provisions of N.C.G.S. Section 105-277.8.
submitted electronically by "Eugene a. Davis, 3r. P.C."
In compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Pender county Register of Deeds.

BK 4687 PG 2764 DOC# 20050865
THE PROPERTY hereinabove described is a portion of the property acquired by Grantor, along with
other property, by instrument recorded in Book 4379, Page 330 and Book 4668, Page 585 of the Pender County
Registry.
TO HAVE AND TO HOLD the above granted and described lands and premises, together with all
and singular, the rights, privileges, easements, tenements, duties, obligations and appurtenances thereunto
belonging, or in anywise appertaining unto the said Grantee, in fee simple, forever.
AND the Grantor covenants with the Grantee, that Grantor has done nothing to impair such title as
Grantor received, and Grantor will warrant and defend the title against the lawful claims of all persons claiming
by, under or through Grantor, other than the following exceptions:
Ad valorem taxes for the year 2019 and thereafter, restrictive covenants of record, utility easements,
permits and rights of way of record, and all zoning, land use and planning rules, regulations, ordinances
and statutes.
IN WITNESS WHEREOF, the Grantor has hereunto caused this instrument to be signed in its name
by its duly authorized officer, the day and year first above written.
Signature Top Sail, NC, Ltd., a Texas Limited Partnership,
doing business in North Carolina as
Signature Top Sail NC Ltd., LP
By: Signature Top Sail GP, LLC, General Partne
By: (SEAL)
Michael H. Pollak, Manager
STATE OF NORTH CAROLIN/A-,IC_OUNTY OF I/
Ee
I, /4tar � �///i � a Notary Public of the County and State aforesaid, do
certify that Michael 11. Pollak, who is known to me, personally came before me this day and acknowledged he is
Manager of Signature Top Sail GP, LLC, a Texas limited liability company, which LLC is General Partner of
Signature Top Sail NC, Ltd., a Texas Limited Partnership, doing business in North Carolina as Signature Top
Sail NC Ltd. LP, and that he, as Manager of said LLC, being authorized to do so, voluntarily executed the foregoing
instrument for the purpose stated therein on behalf of the limited liability company as General Partner of the said
Limited Partnership.
Witness my hand and official seal, this the Z Toay of June, 20
ROGER C WHITE
Notary Public
North Carolina
New Hanover County
Notary Public
MyComm issidn Expires: :Z=j I—Zo

BK 4687 PG 2765 DOC# 20050865
Exhibit "A"
Tract 1: [Parcel ID No. 4214-40-3236-0000]
BEGINNING at a point in the eastern right-of-way line of Sloop Point Loop Road — S.R. 1563
being also the southernmost comer of Lot I as shown on a Final Plat for WyndWater — Phase
I recorded in Map Book 58, Page 72, Pender County Registry, running thence North 500 39'
48" West a distance of 218.49 feet to a rebar set; continuing thence North 83' 04' 27" West a
distance of 37.31 feet to an existing iron pipe (pinched tip); running thence along the northeastern
line of Lot 171 as shown on a Map of Survey of The Topsail Plantation Country Club Golf
Course for James Godino & Louis H. Polidor recorded in Map Book 16, Page 73, Pender County
Registry, South 45' 07' East a distance of 250 feet to a point in the eastern right-of-way line of
Sloop Point Loop Road — S.R. 1563; running thence along the eastern right-of-way line of Sloop
Point Loop Road North 39' 18' 13" East to the point and place of BEGINNING.
Tract 2: [Parcel ID No. 4214-40-2698-0000]
BEING all that tract or area designated "Recombined Open Space 15,691 Sq. Ft." as shown on
that map entitled, "WyndWater — Phase IA" recorded in Map Book 58, Page 72, Pender County
Registry, reference to which map is hereby made for a more particular description.
Tract 3: [Parcel ID No. 4214-21-9953-0000]
BEING all that tract or area designated "THIS AREA IS HEREBY A PORTION OF THE
STORM DRAINAGE EASEMENT AND SEPTIC LOT ACCESS TRACT AS SHOWN ON
MAP BOOK 58, PAGE 63 (COMMON AREA) 5,627 S.F." as shown on that map entitled,
"WyndWater — Phase 1113" recorded in Map Book 58, Page 127, Pender County Registry,
reference to which map is hereby made for a more particular description.
Tract 4: [Parcel ID No. 4214-22-0266-0000]
BEING a portion of S2-R (specifically shown as "SEWER EXTENSION DETAIL") as shown
on as shown on that map entitled, "WyndWater— Phase IIA" recorded in Map Book 58, Page
145-146, Pender County Registry, reference to which map is hereby made for a more particular
description.
Tract 5: [Parcel ID No. 4214-03-6620-00001
BEING all that tract or area designated "COMMON AREA 56,311+- Sq. Ft." as shown on that
map entitled, "WyndWater— Phase IIIB-2" recorded in Map Book 61, Page 76, Pender County
Registry, reference to which map is hereby made for a more particular description.

BK 4687 PG 2766 DOC# 20050865
Tract 6: [Parcel ID No. 4214-12-7215-0000]
BEING all that tract or area designated "COMMON AREA 26,448 SF" as shown on that map
entitled, "WyndWater — Phase Il1A" recorded in Map Book 59, Page 116, Pender County
Registry, reference to which map is hereby made for a more particular description.
Tract 7: [Parcel ID No. 4214-12-8574-0000]
BEING all that tract or area designated "MOONLIGHT WALK 40' PRIVATE R/W" as shown
on that map entitled, "WyndWater — Phase IIIA" recorded in Map Book 59, Page 116, Pender
County Registry, reference to which map is hereby made for a more particular description.
Tract 8: [Parcel ID No. 4204-94-9413-00001
BEING all that tract or area designated "OPEN SPACE 1,026t Sq.Ft." as shown on that map
entitled, "WyndWater — Phase IIIC-2" recorded in Map Book 61, Page 75, Pender County
Registry, reference to which map is hereby made for a more particular description.
Tract 9: [Parcel ID No. 4204-94-6383-0000]
BEING all that tract or area designated "TYPE "A" BUFFER/COMMON AREA 8,023t Sq.Ft."
as shown on that map entitled, "WyndWater — Phase IIIC-2" recorded in Map Book 61, Page 75,
Pender County Registry, reference to which map is hereby made for a more particular
description.
Tract 10: [Parcel ID No. 4204-94-8357-0000]
BEING all that tract or area designated "PEOPLES COURT 40' R/W Private Road" as shown
on that map entitled, "WyndWater — Phase II1C-2" recorded in Map Book 61, Page 75, Pender
County Registry, reference to which map is hereby made for a more particular description.
Tract I]: [Parcel ID No. 4204-94-9330-0000]
BEING all that tract or area designated "NEW OPEN SPACE / DRAINAGE EASEMENT
1,924f Sq.Ft" as shown on that map entitled, "WyndWater — Phase IIIC-2" recorded in Map
Book 61, Page 75, Pender County Registry, reference to which map is hereby made for a more
particular description.

North Carolina Secretary of State Search Results
Page I of I
• Upload a PDF Filing • Order a Document Online • Add Entity to My Email Notification List • View Filings
Non -Profit Corporation
Legal Name
WyndWater Homeowners' Association, Inc.
Information
Sosld: 1398422
Status: Current -Active
Citizenship: Domestic
Date Formed: 8/29/2014
Registered Agent: Sweyer, Richard D
Addresses
Mailing
1612 Military Cutoff Road Suite 108
Wilmington, NC 28403
Reg Office
1612 Military Cutoff Road Suite 108
Wilmington, NC 28403
Principal Office
1612 Military Cutoff Road Suite 108
Wilmington, NC 28403
Reg Mailing
1612 Military Cutoff Road Suite 108
Wilmington, NC 28403
=CEQVE
AUG 0 5 2019
https://www.sosnc.gov/online_services/search/Business_Registration_ResuIts 8/20/2019

SOSI D: 1398422
Dade Filed: 8/29/2014 7:41:00 AM
Elaine F. Marshall
North Carolina Secretary of State
ARTICLES OF INCORPORATION
C2014 238 00716
OF
WYNDWATFR HOMEOWNERS' ASSOCIATION, INC.
(A N'ON-PRoF17' CORPORATION)
In compliance with the requirements of Chapter 55A of the General Statutes of North
Carolina, the undersigned being of the age of eighteen years or more, does hereby make and
acknowledge these Articles of Incorporation for the purpose of f'onning a corporation not for profit
and does hereby certify:
ARTICLE I
NAME
The name of the corporation is WyndWater Flotncowners' Association, Inc., hereinafter
called the "Association".
ARTICLE 2
DURATION
The period ofduration ofthe Association shall be perpetual.
ARTICLE 3
REGISTERED OFFICE AND AGENT, PRINCIPAL ORXE
The mailing address and the initial registered office of the Association is 1612 Military
Cutoll'Road, Suite 108, Wilmington, New I lanover County, North Carolina 28403; and the name of
the initial registered agent at such address is Richard D. Sweyer. The mailing address and principal
office of the Association is 1612 Military CulofT Road, Suite 108, Wilmington, New Hanover
County, North Carolina 28403.
ARTICLE 4
DEFINITIONS
Except as otherwise provided herein, all capitalized words contained herein, shall be as
defined in that certain Master Declaration of protective Covenants for WyndWater recorded or to
be recorded in the Register of Deeds of Pender County, North Carolina (the "Protective
Covenants" ).
MTC 1200.38

ARTICLE 5
PURPOSES AND POWERS
This Association does not contemplate pecuniary gain or profit to the Members thereof. No
pan of the net income of the Association shall more to the benefit of any officer, director or
Member of the Association. "The Association is formed for the purpose of providing for the
maintenance, management, regulation, architectural control and preservation of the Units, Common
Area and Limited Common Area within that certain property knout as WyndWater, as described in
the Protective Covenants, and any additions thereto that may be brought within the jurisdiction of
the Association (hereafter the "Development"), and promoting the health, safety and welfare of
residents and the Owners of property in the Development. For said purposes and for any other
purpose trod objective as may be established by or provided in the Protective Covenants, the
Association shall be authorized as follows:
(a) To exercise all of the powers and privileges and to perform all of the duties and
obligations of the Association as set forth in the Protective Covenants as the same may be
amended from time to time as therein provided, said Protective Covenants being incorporated
herein as if set forth at length;
(b) To fix, levy, collect and enforce payment by any lawful means, all charges or
assessments pursuant to the terms of the Protective Covenants; to pay all expenses in connection
therewith and all other expenses incident to the conduct of the business of the Association,
including all licenses, taxes or governmental charges levied or imposed against the property of
the Association;
(c) To acquire (by gift, purchase or otherwise), own, hold, improve, build upon,
operate, maintain, convey, sell, lease, transfer, dedicate for public use or otherwise dispose of
real or personal property in connection with the affairs of the Association;
(d) To borrow money, and, with the assent of eighty percent (80%) of each class of
Members, mortgage, pledge, deed in trust, or hypothecate any or all of its real or personal
property as security for money borrowed or debts incurred;
(c) To lit, levy, collect and enforce against members payment of assessments as
provided by the Protective Covenants and also for assessments adequate for the costs of
maintenance tuul operation of any surface water or storm water management system(s), including
but not limited to, work within retention areas, drainage structures and drainage. casements;
(1) To have and exercise any and all powers, rights and privileges which a
corporation organized under the nonprofit corporation law of the State of North Carolina may
now or hercalter have or exercise.
(g) To have and exercise any and all the powers, rights and privileges which an
owner's association organized pursuant to the North Carolina Planned Community Act
(N.C.G.S. § 47F-1-101 et seq.).
120038

ARTICLE 6
MEMBERSHIP
Every Owner of a Unit which is subject to assessment by the Association, as provided in the
Protective Covenants, including contract sellers, shall be a Member of the Association. The
foregoing is not intended to include persons or entities holding an interest merely as security for the
performance of an obligation. Membership shall be appurtenant to and may not be separated from
ownership of any Unit. '['here shall be only one membership per Lot. The rights and obligations of
the Members shall otherwise be as set out in the Protective Covenants or the Bylaws of the
Association.
ARTICLE- 7
VOTING RIGHTS OF MEMBERS
The voting rights of the members of the Association shall be as provided in the Protective
Covenants and the By-laws of the Association.
ARTICLE 8
BOARD OF DIRECTORS
Initially, the affitirs of the Association shall be governed by a Board or Dircctors who need
not be Members of the Association. Until their successors are otherwise selected and qualified as
provided in the Bylaws, there shall be three (3) Directors whose names and addresses are as follows:
Jennifer Pollak Evans
9525 Kaly Freeway N 124
1 louston, Harris County, Texas 77024
2. Michael Pollak
4307 Peeble Dr.
Wilmington, New I lanover County, North Carolina 28412
3. David Greer
P.O. Box 15064
Wilmington, New Hanover County, North Carolina 28408
The number, qualifications and method of election of the Board of Directors shall otherwise
be fixed by the Protective Covenants and the Bylaws.
120038

ARTICLE 9
DISSOLUTION
The Association may be dissolved with the assent given in writing and signed by not less
than eighty percent (80%) of the Members of each class. Upon dissolution of the Association, other
than incident to a merger or consolidation, after all of its liabilities and obligations have been
discharged or adcquatc provisions made therefore, the assets of the Association may be dedicated to
an appropriate public agency to be used for purposes similar to those for which this Association was
created, or such assets may be' granted, conveyed and assigned to any nonprofit corporation,
association, trust or other organization to be used for purposes similar to those for which this
Association was created, or be distributed as provided by the North Carolina planned Community
Act.
ARTICLE 10
AIvIENDIVIENT
These Articles of Incorporation may be amended by the Declarant during the Class B
Control Period and thereafter, amendments shall require the assent of sixty-seven percent (67%) of
the votes of Members present in person or by proxy at the meeting at which the vote is taken. .
ARTICLE 1 I
TAX STATUS
Notwithstanding any other provision of these Articles, this Association hereby elects tax-
exempt status under Section 528 of the Internal Revenue Code of 1986 or any corresponding
sections or provisions of umy future United States Internal Revenue law (the "Code"). This
Association shall not carry on any activities prohibited by a corporation electing tax-exempt status
Under Section 528. It is further provided that no distributions of income of the Association are to be
made to members, directors or officers of the Association, or a private person, except that members
of the Association may receive a rebate of any excess dues and assessments previously paid to the
extent permitted by the Code and applicable law.
ARTICLE 12
INDEMNIFICATION
Subject to and consistent with the requirements and procedures for such indemnification
under the applicable provisions of the North Carolina Statutes, the Association shall defend,
indemnify and hold harmless any person who was or is a party or is threatened to be made a
party to any threatened, pending, or contemplated action, suit or proceeding (other than an action
by or in the right of the Association), whether civil, criminal, administrative or investigative, by
reason of the fact that he is or was a director, employee, officer, committee member, Member or
agent of the Association, from and ,against any and all liabilities; expenses (including attorneys'
and paralegals' lees and I'or all stages prior to and in connection with any such action, suit or
proceeding, including all appellate proceedings), judgments, fines and amounts paid in
settlement as long as actually and reasonably incurred by him in connection with such action,
i.20018

suit or proceeding, including any appeal thereof, if he acted in good laith and in a manner he
reasonably believed to be in, or not opposed to, the best interest of the Association and, with
respect to any criminal action or proceeding, had no reasonable cause to believe the alleged
conduct was unlawful, ezecpt that no indemnification shall be made in respect of any claim,
issue or matter as to which such person shall have been adjudged to be liable for gross
negligence or mistcasance or malfeasance in the performance of his duty to the Association,
unless and only to the extent that the court in which such action or suit was brought shall
determine upon application that despite the adjudication of liability, but in view of all of the
circumstances of the case, such person is fairly and reasonably entitled to indemnity for such
expenses which such court shall deem proper. The termination of any action, suit or proceedings
by judgment, order, settlement, conviction or upon a plea of no/o conlendere or its equivalent
Shall not, of itself, Create it presumption that the person did not act in good faith and in it manner
which he reasonably believed to be in or not opposed to the best interest of the Association, and
with respect to any criminal action or proceeding, had reasonable cause to believe that his
conduct was unlawful.
ARTICLE 13
INCORPORATOR
The name and address of the incorporator of this Association is:
Faison G. Sutton
C/O Murchison, Taylor & Gibson, PLLC
16 North 51" Avenue
Wilmington. North Carolina 28401
IN WITNESS WHEREOF, for the purpose of firming this Association under the
laws of the Slate of North Carolina, 1, the undersigned, being the incorporator of this Association,
have CNecuted these Articles of Incorporation this thcq2ay of ��q� 2014.
Faison G. Sutton —
120038

Hydrograph Report
7
Hydfaflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020
Hyd. No. 1
WET DETENTION BASIN
Hydrograph type
= SCS Runoff
Storm frequency
= 10 yrs
Time interval
= 1 min
Drainage area
= 24.010 ac
Basin Slope
= 0.0 %
Tc method
= User
Total precip.
= 6.30 in
Storm duration
= 24 hrs
' Composite (Area/CN) _ ((9.720 z 98) + (14.290 z 39)1124.010
Q (cfs)
70.00
50.00
40.00
r rr
20.00
10.00
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
WET DETENTION BASIN
Hyd. No. 1 -- 10 Year
Tuesday, 01 114 / 2020
= 68.06 cfs
= 725 min
= 214,678 cuft
= 63*
= Oft
= 5.00 min
= Type III
= 484
Q (cfs)
70.00
50.00
40.00
30.00
20.00
10.00
0.00 1 1 I I I! I I I I I ' 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
— Hyd No 1

Hydrograph Report
V
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020
Tuesday, 01 114 12020
Hyd. No. 2
WET DETENTION BASIN
Hydrograph type = Reservoir
Peak discharge
= 12.77 cfs
Storm frequency = 10 yrs
Time to peak
= 754 min
Time interval = 1 min
Hyd. volume
= 191,367 cuft
Inflow hyd. No. = 1 - WET DETENTION BASIN
Max. Elevation
= 22.68 ft
Reservoir name = WET DETENTION BASIN
Max. Storage
= 88,444 cuft
Storage Indication method used.
Q (cfs)
70.00
.1 re
50.00
40.00
30.00
20.00
10.00
0.00
0 300
Hyd No. 2
WET DETENTION BASIN
Hyd. No. 2 -- 10 Year
600 900 1200 1500 1800 2100 2400 2700
— Hyd No. 1 ® Total storage used = 88,444 cult
Q (cfs)
70.00
50.00
40.00
20.00
10.00
1 0.00
3000
Time (min)

Hydrograph
Report
10
Hydrallow Hydrographs Extension
for Autodesk® Civil 3D® by Autodesk, Inc. V2020
Tuesday, 01 114 / 2020
Hyd. No. 1
WET DETENTION BASIN
Hydrograph type
= SCS Runoff
Peak discharge
= 107.69 cfs
Storm frequency
= 25 yrs
Time to peak
= 725 min
Time interval
= 1 min
Hyd. volume
= 333,275 cuft
Drainage area
= 24.010 ac
Curve number
= 63"
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 5.00 min
Total precip.
= 8.05 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
Composite (Area/CN) - l(9.720 x 98) + (14.290 x 39)1124.010
Q (cfs)
12000
100.00
80.00
40.00
20.00
WET DETENTION BASIN
Hyd. No. 1 -- 25 Year
Q (Cfs)
120.00
100.00
1:I11tliel
40.00
f44111rl
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
— Hyd No. 1

11
Hydrograph
Report
Hydraflow Hydrographs Extension for Aulodesk® Civil 3D® by Autodesk, Inc. v2020
Tuesday, 01 / 14 / 2020
Hyd. No. 2
WET DETENTION BASIN
Hydrograph type
= Reservoir
Peak discharge
= 22.61 cfs
Storm frequency
= 25 yrs
Time to peak
= 751 min
Time interval
= 1 min
Hyd. volume
= 309,542 cuft
Inflow hyd. No.
= 1 - WET DETENTION BASIN
Max. Elevation
= 23.71 ft
Reservoir name
= WET DETENTION BASIN
Max. Storage
= 134,835 cuft
Storage Indication method used
Q (cfs)
120.00
100.00
80.00
40.00
20.00
0.00
0 300
— Hyd No. 2
WET DETENTION BASIN
Hyd. No. 2 — 25 Year
600 900 1200
— Hyd No. 1
1500 1800 2100 2400 2700
I17TEEE1 Total storage used = 134,835 cuft
Q (cfs)
120.00
tiDIrIrIU
40.00
20.00
—L 0.00
3000
Time (min)

Cl

13
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020
Tuesday, 01 / 14 / 2020
Hyd. No. 1
WET DETENTION BASIN
Hydrograph type = SCS Runoff
Peak discharge
= 154.61 cfs
Storm frequency = 100 yrs
Time to peak
= 725 min
Time interval = 1 min
Hyd. volume
= 476,278 cuft
Drainage area = 24.010 ac
Curve number
= 63*
Basin Slope = 0.0 %
Hydraulic length
= 0 ft
TIC method = User
Time of conc. (Tc)
= 5.00 min
Total precip. = 10.00 in
Distribution
= Type III
Storm duration = 24 hrs
Shape factor
= 484
' Composite (Area/CN) = [(9.720 x 98) + (14.290 x 39)] / 24.010
Q (cfs)
160.00
140.00
120.00
:4 rG
1^-91lI1l
40.00
20.00
WET DETENTION BASIN
Hyd. No. 1 — 100 Year
Q (cfs)
160.00
140.00
120.00
100.00
9-11ID71;
40.00
20.00
0.00 t I I i I i I I I , 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 1

I ,
4
14
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3DO by Autodesk, Inc. v2020
Tuesday, 01 / 14 12020
Hyd. No. 2
WET DETENTION BASIN
Hydrograph type = Reservoir
Peak discharge
= 28.81 cfs
Storm frequency = 100 yrs
Time to peak
= 752 min
Time interval = 1 min
Hyd. volume
= 452,258 cuft
Inflow hyd. No. = 1 - WET DETENTION BASIN
Max. Elevation
= 25.12 ft
Reservoir name = WET DETENTION BASIN
Max. Storage
= 201,868 cuft
Storage Indication method used.
a (cfs)
160.00
140.00
120,00
100.00
80.00
40.00
20.00
0.00
0 300
— Hyd No 2
WET DETENTION BASIN
Hyd. No. 2 -- 100 Year
Q (Cfs)
160.00
140.00
120.00
100.00
UILI �
40.00
20.00
I ' 0.00
900 1200 1500 1800 2100 2400 2700 3000
Time (min)
— Hyd No. 1 IM--7 I Total storage used = 201,868 cult