SW8140416_HISTORICAL FILE_20150803

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 f 4 0 4 16
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2015 09 03
YYYYMMDD

a�
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
August 3, 2015
Mr. Michael Pollak, Manager
Signature Top Sail NC, Ltd.
4307 Peeble Dr.
Wilmington, NC 28412
Subject: State Stormwater Management Permit No. SW8140416
Wyndwater Phase 2
High Density Subdivision Wet Pond Project
Pender County
Dear Mr. Pollak:
Donald van der Vaart
Secretary
The Wilmington Regional Office received a complete, State Stormwater Management Permit Application for Wyndwater
Phase 2 on July 29, 2015. Staff review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8140416 dated August 3, 2015, for the construction, operation and maintenance of the BMP's
and built -upon area associated with the subject project.
The following modifications have been made:
1. The impervious area increased.
2. The pond size increased.
3. The number of lots decreased from 55 to 54 lots.
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. Please pay special attention to the conditions listed in this permit regarding the Operation
and Maintenance of the BMP(s), recordation of deed restrictions, procedures for changing ownership, transferring the
permit, and renewing the permit. Failure to establish an adequate system for operation and maintenance of the
slormwater management system, to record deed restrictions, to transfer the permit, or to renew the permit, will result in
future compliance problems.
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 150E of the North Carolina General Statutes, and must be fled with the OAH within thirty (30) days of
receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee is required)
and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-
3000, or visit their website at www.NCOAH.com, Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Kelly Johnson in the
Wilmington Regional Office, at [phone].
Sincerely, 4 a ��
(�
�� Tracy Dav , P.E., Director
Division of Energy, Mineral and Land Resources
GDS/kpj: G:1WQ1Shared\Stormwater\Permits & Projects120141140416 HD12015 08 permit 140416
cc: Garry Pape, PE
Inspector, Fender County Inspections
County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] / Fax: [phone]

State Stormwater Management Systems
Permit No. SW8 140416
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
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.
Wyndwater Phase 2
Sloop Point Loop Rd, 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 separately and collectively referred to as the "stormwater
rules') and the approved stormwater management plans and specifications and other supporting data as attached
and on file with and approved by the Division 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
1. This permit is effective only with respect to the nature and volume of stormwater described in the application
and other supporting data.
This stormwater system has been approved for the management of stormwater runoff as described in
Section 1.6 of this permit. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system. The wet pond has been designed to
handle the runoff from 331,737 square feet of impervious area.
The subdivision is permitted for 54 lots, each allowed a maximum of 4,500 square feet of built -upon area.
The maximum built -upon area allowed for the entire subdivision is 331,737 square feet which includes 0
square feet of future impervious area available.
5. The project shall provide and maintain a 50' wide vegetative buffer adjacent 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.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8140416
6: The following design elements have been permitted for this wet detention pond stormwater facility, and must
be provided in the system at all times.
a.
Drainage Area, acres:
22.65
Onsite, ft2:
986,812
Offsite, ft2:
0
b.
Total Impervious Surfaces, ft2:
331,737
Onsite, ft2:
331,737
Offsite, ft2:
0
C.
Average Pond Design Depth, feet:
4.0
d.
TSS removal efficiency:
90%
e.
Design Storm, inches:
1.5
f.
Permanent Pool Elevation, FMSL:
20.50
g.
Permitted Surface Area @PP, ft2:
33,673
h.
Permitted Temporary Storage Volume, ft3:
49,665
i.
Temporary Storage Elevation, FMSL:
21.80
j.
Predevelopment 1 yr-24 hr. discharge rate, cfs:
21.74
k.
Controlling Orifice:
4.0"0 pipe
I.
Orifice Flowrate, cfs :
0.28
M.
Permanent Pool Volume, ft3:
123,797
n.
Forebay Volume, ft3:
25,878
o.
Maximum Fountain Horsepower:
1/2
p.
Receiving Stream / River Basin:
Mullet Run / Cape Fear
q.
Stream Index Number:
18-87-9-1
r.
Classification of Water Body:
"SA; HOW" (over % mile)
II. SCHEDULE OF COMPLIANCE
No person or entity, including the permittee, shall alter any component of the approved stormwater drainage
system shown on the approved plans, unless and until the Division has approved of the revised plan.
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.
The permittee shall review all individual proposed and modified lot plans 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.
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.
5. 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.
6. 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 the approved plans, regardless of size.
b. Redesign or addition to the approved amount of built -upon area.
C. Further development, subdivision, acquisition, 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. Alteration of any aspect of the approved stormwater drainage system and/or the approved
stormwater BMPs.
e. The construction of any permitted future development areas shown on the approved plans.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 140416
7. All stormwater collection and treatment systems must be located in public rights -of -way, dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all such required
rights -of -way, common areas and easements, in accordance with the approved plans.
8. 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.
9. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of
this permitted facility, a certification must be received from an appropriate designer for the system installed
certifying that the permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification.
10. The facilities shall be constructed in accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
11. The permittee shall follow the approved Operation and Maintenance (08M) Agreement in its entirety, and
shall provide and perform the listed operation and maintenance at the scheduled intervals to assure that all
components of the permitted stormwater system function at design condition.
12. Records of maintenance activities must be kept by the permittee. The records will indicate the date, activity,
name of person performing the work and what actions were taken.
13. 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 SW8140416, 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 State of North Carolina, Division of Energy, Mineral and Land Resources.
e. 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 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.
h. Built -upon area in excess of the permitted amount will require a permit modification.
i. 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.
j. 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.
14. 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.
Page 4 of 8

Stale Stormwater Management Systems
Permit No. SW8 140416
15. Prior to transfer of the permit, the stormwater facilities will be inspected by DEMLR personnel. The project
and the stormwater facility must be in compliance with all permit conditions. Any items not in compliance
must be repaired, replaced or restored to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
16. 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.
17. 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 of Energy, Mineral and Land Resources. 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.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and approval by the Director.
The permittee shall submit a completed and signed 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 Owners Association,
subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
2. The permittee is responsible for compliance with all permit conditions until such time as the Division
approves a request to transfer the permit. 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 permit.
3. Any person or entity found to be in noncompliance with the terms and conditions of a stormwater
management permit or the stormwater rules is subject to enforcement action as outlined in NCGS 143,
Article 21.
4. 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.
5. 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.
6. The permittee grants DENR Staff permission to enter the property during normal business hours for the
purpose of inspecting the permitted stormwater management facility.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8140416
The permit issued shall continue in force and effect until revoked or terminated. 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. Unless specified elsewhere, permanent seeding requirements for the stonnwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual.
9. Approved plans, specifications, supplement forms, 0&M Agreements and calculations for this project are
incorporated by reference and are enforceable parts of the permit. The permittee shall maintain a copy of
these documents on file at all times.
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 at least 180 days prior to the expiration date of this
permit. The renewal request must include the appropriate documentation and the processing fee.
Permit modified and reissued this the 3b day of August 2015.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Tracy Davi , P.E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8140416
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 140416
Wyndwater — Phase 2
Stormwater Permit No. SW8140416
Pender Countv
Designer's Certification
Page 1 of 2
I, , as a duly registered in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the project construction such that the construction was observed to be
built within substantial compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 140416
Certification Requirements:
Page 2 of 2
_1. The drainage area to the system contains approximately the permitted acreage.
_2. The drainage area to the system contains no more than the permitted amount of built -upon area.
_3. All the built -upon area associated with the project is graded such that the runoff drains to the
system.
_4. All roof drains are located such that the runoff is directed into the system.
_5. The outlet/bypass structure elevations are per the approved plan.
_6. The outlet structure is located per the approved plans.
Trash rack is provided on the outlet/bypass structure.
_8. All slopes are grassed with permanent vegetation.
_9. Vegetated slopes are no steeper than 3:1.
_10. The inlets are located per the approved plans and do not cause short-circuiting of the system.
_11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
_13. All required design depths are provided.
_14. All required parts of the system are provided, such as a vegetated shelf, a forebay, and the
vegetated filter.
_15. The required dimensions of the system are provided, per the approved plan.
cc: NCDENR-DEMLR Regional Office
Inspector, Pander County Building Inspections
Page 8 of 8

,4.
General Data: Impervious, Drainage Area and Volume
PROJECT NUMBER: SW8
140416
Reviewer:
(Johnson
DRAINAGE BASIN:
Cape Fear
Current Date
3-Aug-15
Original Run Date:
2-Jun-14
WIN
DA Number
7/3/2014
eW2015
3
4
5
6
7
8
9
10
BMP Type
Wet Pond
Wet Pone
NOBMPIn
DA
NOBMPin
DA
NOBMPIn
DA
No BMPin
DA
NOBMPIn
DA
NOBMPbt
DA
NOBMPin
DA
No BMPIn
DA
Receiving Stream
Mullet Run
Mullet Run
Stream Index
1887-9-1
1887-&1
Class
Over 12 mile
Over 12 mile
Impervious Area
311,472
331,737
0
0
0
0
0
0
0
0
Proposed Impervious (ALL IMPERVIOUS), Total, ft':
Onsite Buildings
247,500
243,000
Onsite Streets
46,681
81,389
Onsite Parking
0
0
Onsite Sidewalks
17,291
7,348
Onsite Other
0
0
"
Future
0
0
Offsite
0
0
Existing
0
0
ffP'WoX7.PFWitIBMPN18 t'
Onsite Buildings
0
0
0
0
0
0
0
0
0
0
Onsite Streets
Onsite Parking
Onsite Sidewalks
Onsite Other
Future
Offsite
Existing
311472
331,737
0
0
0
0
0
0
0
0
Drainage Area
947,143
986,812
Drainage Area, Total , ft':
Onsite, ft2:
947,143
986.812
Offsite, ft2:
0
0
Pre
Onsite, ft2:
0
0
0
0
0
0
0
0
0
0
Offsite, ft':
Proposed DA (Being Added By Mod), ft':
947,143
986,812
Drainage Area, Subject to Old Rule, ft2:
0
0
0
0
0
0
0
0
0
0
Drainage Area, Subject to New Rule, ft2:
947,1431
986,812
Percent Impervious Overall, per DA:
32,89%
33.62%
Volume Required: Simple Method
Volume Required, Old Rule, ft':
Rvcoa oewiopmenu Old Rule:
Design Storm, Old Rule, in:
Volume Required, New Rule, ft':
40.960
43,488
RvPn oewmpmem, New Rule:
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
Rvpan DewlopmeM, New Rule:
0.35
0.35
P, Design Storm, s-, in:
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
P, Design Storm,y2,i,,, in:
Subject to SA? V or N)
N
N
Volume Required,.y, ft':
40,960
43.488
Volume Required,M,n„ ft3:
0
0
Volume Required, Total (Old +New) Rule, ft':
40,960
43,488

Wet Ponds
PROJECT NUMBER: SW8
140416
Reviewer:
K Johnson
DRAINAGE BASIN:
Cape Fear
Current Data
3-Au -15
Original Run Date:
2-Jun-14
DA Number
7/3/2014
8/3/2015
3
4
5
6
7
8
9
10
BMP Type
Wet Pond
Wet Pond
No BMPin
DA
No BMPin
DA
No BMPin
DA
No BMPin
DA
No BMPin
DA
No BMPin
DA
No BMPin
DA
No BMPin
DA
Minimum Surface Area
% impervious
32.9%
33.62%
ME
ME
ME
ME
ME
Lower Impervious
30.0d/
30.0%
#VALUEI
#VALUEI
#VALUE!
#VALUEI
#VALUEI
#VALUE!
#VALUEI
#VALUE!
Upper Impervious
40.0%
40.0%
#VALUE!
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUE!
#VALUEI
TSS 85 or 90 :
90
90
Lower SA/DA
2.7
2.7
#VALUE!
#VALUEI
#VALUEI
#VALUEI
#VALUE!
#VALUEI
#VALUEI
#VALUE!
Upper SA/DA
3.5
3.5
#VALUE!
#VALUEI
#VALUEI
#VALUE!
#VALUEI
#VALUEI
#VALUEI
#VALUE!
SA/DA ratio
2.9
3.0
#VALUE!
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VAt.UEI
#VALUE!
#VALUE!
PP Surface Area req,
27,759
29,499
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
Storage Calculations
MIMEEME
15.00
_ 14.00
Elevation, Bottom of Sediment excavated de th ,fmst:
Elevation, To of Sediment bottom pond/deigned bottom ,fmsl:
16.00
15.00
Elevation, Bottom of shelf, fmsl,
20.00
20.00
Elevation, Permanent Pool, fmsl:
20.50
20.50
Elevation, To of Shelf, fmsl:
21.00
21.00
Elevation, Temp. Pool, fmsl:
21.80
21.80
Area, Top of Sediment bottom pondidesigned bottom), ftz:
11,2751
17,924
Area, Bottom of Shelf, ft':
24.8971
29,622
Area, Perm Pool, fl':
28,779
33,673
Area, Top of Shelf, ft':
32.830
37,894
Area, Temp.Pool, It':
35,852
41,640
Volume Provided (Temp Pool), DWO Calculated, f 3:
42,875
49,665
0
0
0
.0
0
0
0
0
Volume Provided Temp Pool), Provided par Ca Unt, ft':
42,875
49 885
Volume Required (Temp Pool), DWO Cela4Med, ft':
40,960
43,488
Consultant Provided Enough Volume?
Y
Y
Averse Depth Option 1 or Option 2 Enter 1 or 2?
2
2
Average Depth Provided, ft:
4.0
4.0
Averse Depth - OPTION 1 -, DWO Calculated, ft:
3.56
3.73
#DIV/01
#DIV/01
#DIV/01
#DIV/0!
#DIV/01
#DIV/W
#DIV/01
#DIV/01
Average Depth - OPTION 2 -, DWO Calculated, It
3.5
4.50
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/0!
Forebay Volume
Permanent Pool Volume, ftl'.
102,545
125,577
0
0
0
0
0
0
0
0
Forebay Volume, Required, ft':
20.509
25.115
0
0
0
0
0
0
0
0
Forebay Volume, Provided, It':
22,150
25,878
Percent of Permanent Pool (18.22% is Target):
22%
21%
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
Drawdown
0.381
0.38
0.00
�
0.00
ME
0.00
ME
0.00
MEMIN
0.00
0.00
ME
0.00
ME
0.00
Av era a Head, R
Average Flow 02, ft'/sec:
0,237
0.252
#VALUEI
#VALUEI
#VALUEI
#VALUE!
#VALUEI
#VALUEI
#VALUE!
#VALUE!
Average Flow Os, ft'/sec:
0.095
0.101
#VALUEI
#VALUEI
#VALUEI
#VALUE!
#VALUEI
#VALUEI
#VALUE!
#VALUE!
O2 Area, in2:
11 A29
12.245
#VALUEI
#VALUE!
#VALUEI
#VALUE!
#VALUEI
#VALUEI
#VALUE!
#VALUE!
Od Area, in2:
4.572
4.898
#VALUEI
#VALUEI
#VALUEI
#VALUE!
#VALUEI
#VALUEI
#VALUE!
#VALUE!
No. of Orifices
1
1
Orifice Diameter, in:
3.50
4.00
Orifice Area, in2:
9.621
12.566
0,000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Weir Height, in:
Weir Length, in:
Weir C:
#DIV/01
#DIV/01
#DIV/01
9DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
Weir L, Effective Length, ft:
-0.077
-0.076
0.000
0.000
8000
0.000
0.000
0.000
0.000
0.000
Average Orifice Flowrale, DWO Calc (Oo ) ft'/sec:
0,200
0,258
0.000
0.000
0.000
0.000
1 0.000
0.000
, 0.000
0,000
Average Orifice Flowrale, Reported (ORepm�d) ft'/sec:
0.210
0.280
Average Orifice Flowrate is Adequate?set Rangem Carc
Y
Y
Runoff Coefficient Cc:
0,250
0,250
0.250
0.250
0250
0.250
0,250
0.250
0,250
0.250
1 yr 24 hr rainfall depth, in:
1 yr 24 hr Intensity (I) in/hr:
0.000
0.000
0,000
0.000
0.000
0.000
0.000
0.000
0,000
- 0.000
1 yr 24 hr Pre -Development (0), ft'/sec:
0.000
0.000
Avg. Orifice flow<Pre 0?
N
N
Drawdown, days:
3
;;1/3
11.95
Pump
Max HP:
112
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A

Bot Sediment
Bot Pond
Bot Shelf
PP
PP
Top Shelf
TP
Wet Pnnd Details - 7/3/14
Basin
I Forebay
Total
Contour El
(ft)
SA
(sf)
Inc Vol
(cf)
Cum Vol
(cf)
ContourEl
(ft)
SA
(sf)
Inc Vol
(cf)
Cum Vol
(cf)
ContourEl
(ft)
SA
(sf)
Inc Vol
(cf)
Cum Vol
(cf)
15.0
9,703
0
0
15.0
1,572
0
0
15.0
11,275
0
0
16.0
11,357
10,530
10,530
16.0
2,374
1,973
1,973
16.0
13,731
12,503
12,503
17.0
13,085
12,221
22,751
17.0
3,245
2,810
4,783
17.0
16,330
15,031
27,534
18.0
14,878
13,982
36,733
18.0
4,183
3,714
8,497
18.0
19,061
17,696
45,229
19.0
16,735
15,807
52,539
19.0
5,183
4,683
13,180
19.0
21,918
20,490
65,719
20.01
18,6561
17,6961
70,2351
20.01
6,2411
5,712
18,8921
20.0
24,897
23,408
89,126
20.51
21,9871
10,1611
80,3951
20.51
6,7921
3,258
22,150
20.5
28,779
13,419
102,545
20.51
28,7791
0
0
21.01
32,8301
15,402
15,402
21.81
35,8521
27,473
42,875
PP Volume, ft3: 102,545
TP Volume, ft3: 42,875
Bot Sediment
Bot Pond
Bot Shelf
PP
PP
Top Shelf
TP
Wet Pnnd Details - R/3/15
Basin
Forebay
Total
Contour El
(ft)
SA
(sf)
Inc Vol
(cf)
Cum Vol
(cf)
ContourEl
(ft)
SA
(sf)
Inc Vol
(cf)
Cum Vol
(cf)
ContourEl
(ft)
SA
(sf)
Inc Vol
(cf)
Cum Vol
(cf)
14.0
0
0
14.0
0
0
14.0
0
0
0
15.0
12,593
0
0
15.0
0
0
15.0
12,593
0
0
16.0
14,363
13,478
13,478
16.0
3,561
1,781
1,781
16.0
• 17,924
15,259
15,259
17.0
16,196
15,280
28,7581
17.0
4,473
4,017
5,7981
17.0
20,669
19,297
34,555
18.0
18,0901
17,143
45,901
18.0
5,444
4,959
10,756
18.0
23,534
22,102
56,657
19.0
20,044
19,067
64,968
19.0
6,475
5,960
16,716
19.0
26,53.9
25,027
81,683
20.0
22,058
2 1, 051
86,019
20.0
7,564
7,020
23,735
20.0
29,622
28,071
109,754
20.5
25,543
11,900
77,919
20.5
8,130
3,924
27,659
20.5
33,673
15,874
125,577
20.51
336731
01
0
21.01
37t941
17,8921
17,892
21.81
41,5401
31,7741
49,665
PP Volume, ft': 125,577
TP Volume, ft': 49,665

GSP CONSULTING
6626 Gordon Road, Unit C
WILMINGTON, NORTH CAROLINA, 28411
[phone]
FAX [phone]
To: Kelly Johnson
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
LETTER OF Tf'',r\NSNI U
DATE 07/28/15
108NO. 201 -0002
ATTENTION ATTENTION
PHONEY
RE: W ndwater — Phase 2
SW8 1 0 16 (Modification)
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
® Fee Check ® Permit Applications ® Plans ® Calculations
❑ Copy of Letter ❑ Change order ❑ Diskette ❑
COPIES DESCRIPTION
2 Revised Sheets C-3, C-5 & C-9
1 Deed of Easement
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
the following items:
❑ Specifications
REMARKS:
❑ Resubmit
copies for approval
❑ Submit
copies for distribution
❑ Return
corrected prints
COPYTO: File SIGNED: -Garry:>. Pape, P.E.
ff enctosums are not as noted, kindtynotify us at once.

GSP CONSULTING
July 28, 2015
NCDENR
Division of Energy, Mineral and Land Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
c/o Kelly Johnson
Re: Request for Additional Information SW8 140219 & SW8 140416
Wyndwater—Phase I &2
We have received your request for additional information, dated June 26, 2015. The following notes
outline our responses to your requests and address how the requests have been addressed, and identify
the changes to the plan:
Both SW8 140219 & SW8 140416
I. Lots #44 & #84: These two lots straddle the project area line for the two permits. Please
adjust the project area around these two lots such that each lot is contained completely inside
only one permit. Please see the Number of Lots per Permit Summary enclosed.
Response: The plans have been revised to show the project area such that lots #44
& #84 are contained completely within one permit.
Outlet Discharge: The ponds on both projects have outlet pipes that extend outside the
project boundary (completely outside of the two Wyndwater projects). Per 15A NCAC 2H
l I008(c)(3) please show that these outlet pipes are inside dedicated drailuage easements on
the adjacent property
Response: The deed for the easement on the Capstone property is attached.
3. Pipe Inverts: Please show the inverts of all pipes
Response: All pipe inverts are shown on the plans.
4. Overall Project Area: The overall project area shown on the applications for Phase I and
Phase 11 appears to be decreasing front 26.76ac+28.35ac=54.60ac in 2014 to
26.76ac+22.65ac=49.4Iac in 2015. (As shown in the attached Data Summary). This is likely
it typo. Please make any necessary corrections.
Response: This is correct, the phase I area stayed the same however the Phase 2
area was decreased due to the area west of the collector road becoming a septic area that
does not end up draining to the wet detention basin.
ECEIVE
JUL 2 9 205
6626 Gordon Road, Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]

GSP CONSULTING
SW8 140416
a. Wet Pond: The plans show that the pond will be excavated to 15.0msl. The
O&M, calculations, and supplements appear to show that it will be excavated to
14.0ntsl, and that the /ft between 14.0 and 15.0msl will be the sediment
accumulation area. Please clarify and make any necessary changes.
Response: Plans have been revised to show the pond being excavated to
elevation 14.0 in the main pond and 15.0 in the forebay for sediment storage.
b. Drainage Area: Please show the drainage area to the pond on the plan
Response: The drainage area has been shown on the plans.
trust the responses to the comments will adequately address your concerns. Please contact me
immediately at [phone] or [e-mail]@esV-consultin9.com if you have any questions or require
additional information.
Sincerely,
GSP CO SULTING, PLLC.
Garry S. Pa e E.
6626 Gordon Road, Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]

�W3 Nun-` Atl o
a,
IIIIIIII IIIIIIIIIIIIIIIIII II IIIIII III a44s4 ,P01!�1 l;o�ghe� op
pander County, NC Register of Deeds page t of 4
Prepared by and return to: Eugene B. Davis; Jr., P.C., 1612
Wilmington, NC 28403
Pander Co. Tax Parcel Nos. 42
NORTH CAROLINA
PENDER COUNTY
&Gw� �� ?kpo
-, (�W,xcA',
Cutoff Rd., Ste. 301,
M r]
OF EASEMENT
This DEED OF EASEMENT, made and entered into this 25th day of August,
2014, by and between Capstone Ventures, LLC, a North Carolir a Limited Liability Company,
129 Timberhill Place, Chapel Hill, NC 27514-1586, hereinafter re d to as "GRANTOR"; and
Signature Top Sail, NC, Ltd., a Texas Limited Partnership, /a Signature Top Sail NC
Ltd., LP, of the State of North Carolina, whose mailing address s 9337B Katy Freeway #377,
Houston, TX 77024, its successors and/or assigns, hereinafter refer d to as "GRANTEE;'
WHEREAS, GRANTOR owns certain real prop rty having Pander County
Tax Parcel #: 4214-22-7567-0000 (hereinafter, the "Pro)erty") located in Pander
County, North Carolina which was conveyed to GRANTOR by deed recorded in Deed
Book 2955, Page 10, Pander County Registry, reference to hich is hereby made for a
more particular description; and
WHEREAS, GRANTEE owns certain real prop rty having Pander County
Tax Parcel #: 4214-12-8251-0000 (hereinafter, the "G NTEE'S land') located in
Pander County, North Carolina which was conveyed to GRA TEE by deed recorded in
Deed Book 4379, Page 330, Pander County Registry, ref rence to which is hereby
made for a more particular description; and
WHEREAS GRANTOR has agreed to conveinsideration
to GRANTEE a drainage
easement for private storm water runoff from GRANTEE'S jacent lands over portions
of Grantor's Property, said drainage easement being fuat shown on Exhibit "A"
attached hereto;
NOW, THEREFORE, GRANTOR, for and in of the sum of
One Dollar ($1.00) and other valuable consideration to it in hand paid by E.
BY:
RECO D OF POOR
QUALITY DUE TO CONDITION
OF ORIGI L DOCUMENT

IIIIIIIIIIIIIIIIIII
84494 P0198 " 1 i:07t0
II II I I' III III 0 o 07.000
Sharon Leae Zio�o49hbyPROP
Register of Deeds pap
and in consideration of the mutual benefits inuring to the 3arties hereto, does hereby
give, grant and convey unto GRANTEE the perpetual rights and easement as more fully
described in the paragraphs below.
1. Private Drainage Easement.
A. GRANTEE shall have a permanent storm drainage easement upon,
through, in, and under the portions of the Property mor specifically described and
shown as "New 30' Drainage Easement" on the attached E ibit "A."
B. Purpose of Easement. The purpose of this sto
GRANTEE's use and modification of the existing drainage d
deepening it, to correct the flow of and enhance thi
management of storm water runoff from GRANTEE's adj,
GRANTOR'S Property. GRANTEE'S rights shall include
necessary and convenient to satisfy said purposes, i
excavating, maintaining, inspecting, operating, protecting,
of, replacing, removing or abandoning the existing drainage
C. Specific Terms. Further speck terms and
private easement are as follows:
(i). GRANTOR shall not place, construct, d
remain on, within or over the Easement Area, any a
lumber, trees, berms, water bodies, rubbish, refuse, fe
other obstructions. Furthermore. GRANTOR shall not in
any utility lines or facilities within five (5) feet of the Essen
Easement Area at any distance. Any such obstructions
nuisance and shall be removed by GRANTOR, at its expe
rr drainage easement is for
ch, including enlarging and
private collection and/or
:ant lands over and upon
the right to do all things
eluding without limitation,
:pairing, changing the size
applicable to the
;it, leave, permit to be or
'uction materials, metals,
i, structures, buildings or
or permit to be installed,
Area or directly above the
II constitute an easement
(ii). GRANTEE is authorized to remove froth! Easement Area all
structures, fences, trees, shrubs, vegetation, and other o tractions as necessary, in
GRANTEE's sole discretion, to maintain, repair or p tect the drainage ditch.
Notwithstanding the foregoing, GRANTOR may plant a d maintain shallow -rooted
ground cover material within the Easement Area.
(iii). GRANTOR shall retain fee simple owners ip of the Property including
the Easement Area; provided however, no use may be mode of the Easement Area
which Interferes with GRANTEE's full, reasonable use of the easements and rights
described herein.
(iv). At the conclusion of any installation or me
the Easement Area, GRANTEE will regrade, mulch, and
the disturbed land within the Easement Area to as near
possible. Said restoration shall not include laying sod or Ian
ince of the ditch within
d, or otherwise return
conditions as feasibly

Illlllllller lllllllllllllllllllllllllller r Sharon Pi9199;,fo4oh P P
2. Inaress and Egress Easement. GRANTEE shall
ingress and egress over, upon, through, and under the E
thereto, GRANTEE shall have the right of access, ingress, I
roads, driveways, alleys and ways as may now or here
(collectively, the "Private Roads"), and if there are no pul
Roads reasonably convenient to provide access to the Easr
shall have the rights of ingress and egress over the portion
the Easement Area in such manner as shall reasonably
and damages to GRANTOR. GRANTEE will be respc
Property outside of the Easement Area caused by GRAIN
ingress and egress as provided herein.
3. Covenants by Grantor. GRANTOR, for itself, its
and assigns, does covenant with GRANTEE, its succe
owner in fee simple of the Property; that it has good
easements and rights described herein; that said Prot
restrictions, easements or encumbrances, except for er
date of this Deed of Easement, and the lien of local prof
its heirs, executors, administrators and assigns shall,
said easements and rights against the lawful claims
persons whomsoever.
have the right of access,
asement Area. In addition
id egress over such private
Ifter exist on the Property
lic rights of way or Private
Trent Area, then GRANTEE
of the Property adjacent to
iinimize the inconvenience
Isible for damages to the
rEE's use of the same for
>, executors, administrators
I and assigns, that it is the
It to grant and convey the
Is free and clear from all
brances of record as of the
taxes; and that it shall, and
ant and defend the title to
demands of any and all
TO HAVE AND TO HOLD the rights and easements hereb granted to GRANTEE and
its successors in title forever; it being agreed that the d hts and easement hereby
granted are appurtenant to and run with and burden th Property now owned by
GRANTOR and are also appurtenant to and run with and be efit GRANTEE's land.
IN TESTIMONY WHEREOF, the GRANTOR has
day and year first above written.
go
STATE OFid9 r(� t
COUNTY OF
I, ! 4L a Notary Public of the G
Dxe iy , who is known to me or proved
evidence to be the person described, personally came before me d
Member/Manager of Capstone Ventures, LLC, a North Carolina Limite
as Member/Manager, being authorized to do so, voluntarily executed
purpose stated therein on behalf of the limited liability company. e
WffIITPSS MY LAND AND OFFICIAL SEAL this &Lday ofJ
a
NOTARY PUBLIC My Commission
AITLYNN ANNE SMYCZYNSKI
669511
COMMISSION EXPIRES
SEPTEMBER 1, 2017
STATE OF UTAH
set its hand and seal, the
Member/Manager
my and state aforesaid, certify
me on the basis of satisfactory
r day and acknowledged he is
Liability Company, and that he,
he foregoing instrument for the
2014.
(SEAL)
��kI2J20

Pander
VE YAP IS MDT A CE0R D I^fY ANE
REIIENED BY A LDCAL GOIf7MLLIENT AGENCY
MIN ANY APPLJCABIE LAND DE► OP ENT
J L MORRIS ENTERPRISES
OF HAMPSTEAD INC
3362/068
CAPSTONE VENTURES LLC
2955/010
LK (snm)
46'3S3Y W (PROPERTY LINE
SIGNATURE TOPSAIL NC LTD
4379/330
six mm swm A
������� ���������T B4494 P x11-14-2014
iDeeds page 4ll{e4ohbyPROP
raarWYrri
AAli0N5'
9
r oEnrE - scu[ Y-r W
-REl 19 anM¢ E43DW
-once IW~ LK
N
, WW W anus EA41Drr
PRWaSFD EA41W
DALTON RONALD TOMLINSON A. (ETAL)
2976/139
or rmm¢ usaw
OARD w aAm l E umm
PER NLB,
LEGEND , v
_________________________ ADJW O PROON (NOT SM*M)
BOODW LK 5PP O
......................... PROM E 9mm
_____________ DWN0 EAM07 Stu e'-SU PFR 0=4
Aru.�nv Cower B�wv�r, ...a
WYNOWATER SUBDIVISION DRAINAGE EASEMENT EXHIEIT .®
.�...�... or. Dane. Nw,.0 Oar+ _ ,n...ww,—• ...a,

w
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
June 26, 2015
Mr. Michael H. Pollack, Manager
Signature Top Sail NC, Ltd.
4307 Peeble Drive
Wilmington, NC 28412
Subject: Request for Additional Information
Stormwater Project No. SW8140219 (Wyndwater Phase I, Low Density)
Stormwater Project No. SW8140416 (Wyndwater Phase II, High Density)
Pander County
Dear Mr. Pollack:
Donald van der Vaart
Secretary
The Wilmington Regional Office received an (a modified) Stormwater Management Permit Application for the subject
projects on April 29, 2015. A preliminary review of that information has determined that the application is not complete.
The following information is needed to continue the stormwater review:
1. Both SW8140219 & SW8140416:
a. Lots #44 & #84: These two lots straddle the project area line for the two permits. Please adjust the
project area around these two lots such that each lot is contained completely inside only one permit.
Please see the number of Lots per Permit Summary enclosed.
b. Outlet Discharge: The ponds on both projects have outlet pipes that extend outside the project boundary
(completely outside of the two Wyndwater projects). Per 15A NCAC 2H 11008(c)(3) please show that
these outlet pipes are inside dedicated drainage easements on the adjacent property.
c. Pipe Inverts: Please show the inverts of all pipes.
d. Overall Project Area: The overall project area shown on the applications for Phase I and Phase II
appears to be decreasing from 26.76ac+28.35ac=54.60ac in 2014 to 26.76ac+22.65ac=49.41 ac in 2015.
(As shown in the attached Data Summary). This is likely a typo. Please make any necessary
corrections.
2. SW8140416:
a. Wet Pond: The plans show that the pond will be excavated to 15.Omsl. The 0&M, calculations, and
supplements appear to show that it will be excavated to 14.Omsl, and that the 1ft between '14.0 and
15.Omsl will be the sediment accumulation area. Please clarify and make any necessary changes.
b. Drainage Area: Please show the drainage area to the pond on the plan.
Please keep in mind that changing one number may change other numbers and require the calculations, supplements, and
other supporting documentation to be updated. Verify all numbers are correct to ensure consistency in the application
documents.
Please note that this request for additional information is in response to a preliminary review. The requested information
should be received in this Office prior to July 27, 2015, or the application will be returned as incomplete. The return of a
project will necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please email or fax your request for a time extension to the Division at
the address and fax number at the bottom of this letter. Please note that a second significant request for additional
information may result in the return of the project. If the project is returned, you will need to reschedule the project through
the Express coordinator for the next available review date, and resubmit all of the required items, including the application
fee.
Division of Energy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] / Fax: [phone]

SW8 140219 & SW8 140416
June 26, 2015
r
The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation Erosion
Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS 143-215.6A.
If you have any questions concerning this matter please feel free to call me at [phone] or email me at
[e-mail]
Johnson
Engineer
GDS/kpj: G:1WQ1SharedlStormWatehPermits & Projects12014 \140219 LD12015 06 addinfo 140219
G:IWQIShareMtormWaterlPermits & Projects12014 \140416 HD12015 06 addinfo 140416
enc : Data Summary
Number of Lots per Permit Summary
cc: Garry Pape, PE, GSP Consulting, PLLC
Wilmington Regional Office
Page 2 of 2

SW8 140219 (Wyndwater Phase 1) & SW8 140416 (Wyndwater Phase 11) Data Summary
Additional Information Request - June 26, 2015
SW8 140219 - Wyndwater Phase I
(Low Density)
5/19/14 6/26/15
Project Area
26.25
26.76
1,143,641
1,165,582
Drainage Area:
1,143,641
1,165,582
24%Max Impervious:
274,474
279,740
Impervious Total Allocated:
274,474
279,739
Onsite Buildings (44 lots @ 4,500sf/lot)
0
198,000
Onsite Buildings (42 lots @ 4,500sf/Iot)
189,000
0
Onsite Streets
66,135
70,275
Onsite Parking
0
0
Onsite Sidewalks
.9,355
4,586
Other Onsite
0
4,259
Future
9,984
2,619
Offsite
0
0
Existing
I ol
0
ac
ft'
ft2
ft2
ft,
ft4t2
it 2
ft'
ft2
ftz
ft2
W
ft2
ft2
SW8 140416 - Wyndwater Phase II
(High Density)
7/3/14 6/26/15
Project Area
28.35
22.65
1,234,926
986,634
Drainage Area:
Impervious Total Allocated:
947,143
311,472
986,812
331,737
Onsite Buildings (54lots @ 4,500sf/lot)
0
243,000
Onsite Buildings (55 lots @ 4,500sf/lot)
247,500
0
Onsite Streets
46,681
81,389
Onsite Parking
0
0
Onsite Sidewalks
17,291
7,348
Other Onsite
0
0
Future
0
0
Offsite
0
0
Existing
0
0
is
tZ
t2
t2
t2
t2
42
A
12
tZ
12
t2
t2
t2
Phase I + 11 Project Area
(Combined Area Should Stay the Same)
2014 6/26/15
Project Area I 54.60 49.41 ac
1'

ti
Number of Lots per Permit
AS Review
Total SLIA: I - I 198,000
Total N Lots: 1 44

Casmer, Jo
From: Casmer, Jo
Sent: Wednesday, May 06, 2015 10:49 AM
To: '[e-mail]'; Garry Pape ([e-mail])
Subject: Wyndwater Phase I; SW8 140219 and Wyndwater Phase 2; SW8 140416
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
received the Stormwater Permit Applications and $505.00 fees on May 4, 2015. The projects will be assigned to a
staff member and you will be notified if additional information is needed. Please be advised that the construction
of built -upon area may not commence until the Stormwater Permit is issued.
Jo Casmer
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environment & Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 2a405
Phone: [phone]
Fax: [phone]
Email mrm5pondeme to and from this address may be subject to the North Carolina Public Records Law and may be disdosed to thud
parties

,,,
_ , .. it ��� -� +'Y�.�I�U i' �y J! .1. "`I � ..• 'F.t. `7t .. ..- ��.
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TO:
GSP CONSULTING
6626 Gordon Road, Unit C
WILMINGTON, NORTH CAROLINA, 28411
[phone]
FAX [phone]
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
WE ARE SENDING YOU
® Fee Check
❑ Copy of Letter
LETTEf' IF 1111 S�
DATE 0 20/1
100NO. 201 -0002
ATTENTION ATTENTION
PHONE#
RE: W ndwater — Phase 2
SW8 1 o i6 (Modification)
❑ Attached ❑ Under separate cover via
® Permit Applications ® Plans ® Calculations
❑ Change order ❑ Diskette ❑
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
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPYTO: File
SIGNED:
nrt(If?"fi
e,P.E.
if enclosures are not as noted, kindly notify us at once. Al-R.0 tub

DEMLR USE ONLY
Date Received
Fee Paid
er i Number
—�
00
Applicable Rules: ❑ Coastal SW — 1995 ❑ Coastal SW — 2008 ❑ Ph 11 - Post Construction
(select aIt that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
I. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Wvndwater - Phase 2
2. Location of Project (street address):
Sloop Point Loop Road
City:Hampslead County:Pcnder 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 Longimde:77° 37' 39" W of the main entrance to the project.
it. PERM IT INFORMATION:
La. Specify whether project is (check one): []New ®Modification ❑ Renewal w/ Modi6cationt
'Renewals with modifications also requires SWU-102 — Reneraal Application Fonn
b. If this application is being submitted as the result of a modification to an existing permit, list the existing permit
numberSW8 140416 , its issue date (if known)July 3. 2014 , 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 stale 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 al 1-877-623-6748):
❑CAMA Major
❑NPDES Industrial Slorntwater
®Sedimenmtion/Erosion Control: 28.35 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b. If 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
ii
If Jes, see S.L. 2012-200, Part VI: ham:///portahncdenr.or web Ir ules-and-reg la tz � w. �iE
4 APR 2 9 2015
Form SWU-101 Version Oct. 31, 2013 Page I of 6

Ill. 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:Signature Top Sail NC, Ltd.
Signing Official & Tille:Michael H. Pollak - Manager
h.Contact information for person listed in item la above:
Street Address:4307 Peeble Drive
City:Wilmineton State:NC Zip:28412
Mailing Address (if applicable):
City: Stale: Zip:
Phone: (713 ) 822-3991 Fax:
Email:[e-mail]
c. Please check the appropriate box. The 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 tide 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/Organization:
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
Cit
Mailing Address (if applicable):
State
City: State: Zip:
Phone:
Fax:
a. (Optional) Prim 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:
h. Contact information for person listed in item 3a above:
Mailing Address:
City: Stah
Phone: ( ) Fax:
4. Local jurisdiction I'or building permits: Pender County
Point of Contact: Phone #:
APR 2 9 2013
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6 BY'

IV. PROJECT INFORMATION
1. ,In the space provided below, hrigfly summarize how the stormwater runoff will be treated.
Wo 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 regulalion(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 Properly Area: 22.65 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': 22_65acres
' Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
behveen the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHIII) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW,I line may be
included in the total project area.
S. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 33.6 %
9. How many drainage areas does the project have? I (For high density, count I for each proposed engineered srornnvater
BMP. For low density and other projects, use I for the 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
Drains e Areal
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
Mullet Run
Stream Class *
SA, HQW > 0.5
mile
Stream Index Number *
18-87-9-1
Total Drainage Area (sf)
986,812
On -site Drainage Area (sl)
986,812
Off -site Drainage Area (st)
Pro osed Impervious Area** (so
331,737
`7o Im pervious Area** (total)
33.6
Impervious** Surface Area
Drainage Area I
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (sf)
243,000
On -site Strects (sl)
81,389
_
On -site Parking (st)
�''
$�
, L:. N
On -site Sidewalks (sl)
7,348
Other on -site (sf)
Fmure (sl)
Off -site (sl)
BY.
—
Existing BUA*** (sl)
Total (sf):
331,737
* Stream Class and Index Number can be determined at: htip:llnortal.trerlenr.ore/web/w�s/csu/clas.siftcations
** Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do
not report any existing BUA that is to be removed and which will be replaced by new BUA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

1 I. How was the off -site impervious area listed above determined? Provide documentation.
Proiecls in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent storinwater requirements as per I5A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stonnwater 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
h(12:Hr)ortal.iicdenr.orglwcb/wq/ws/su/hmp-manual.
VI. suimi TAL 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 ►IMP checklists are available from htip:Hl2ortal.ncdenr.org/web/wg/ws/su/statesw/forms does. 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://portal.ncdenr.orc/web/wq/ws/su/mae.)
Please indicate that the following required information have been provided by initialine in the space provided for each
item. All original documents MUST he signed and initialed in blue ink. Download the latest versions for each submitted
application package from http://portal.ncdenr.org/web/wci/ws/su/staiesw/forms does.
Init is
I. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VI/ below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreemenl(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer toa�
http://www.envlielp.orglpages/onestol2express.html 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 stormwaler treat ment/management for .1 —Ir
the project. This is required in addition to the brief summary provided in the Project
Information, item I. ,I
C. A USGS map identifying i ifying the site location. If the receiving streams reposed as class SA or the -VIA
fI
,l r A
receiving stream drains to class SA waters within Vi mile of the site boundary, include the Vz
mile radius on the map. J /
7. Scaled, signeded d
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.
1'. 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 MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (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 measures.
m. 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 wIt .-
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sires, runoff calculatio APR
Z 9 201j
o. Drainage areas delineated (included in the main set of plans, not as a separate documcn
p. Vegetated buffers (where required).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT 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"x I I" 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 verify the SHWT prior
to submittal, [phone].)
10. A copy ol'the most current properly deed. Deed book: 4379 Page No: 330 ���G
11. For corporations and limited liability corporations (LLC): 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 I a, 2a, and/or 3a per 15A NCAC 2H.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.
b(IT)://www.secretai,v.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, oulparcels, and future development, the appropriate properly restrictions and protective covenants are
required to he recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed BUA 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 ham://12ortal.ncdenr.org/web/ir/state-stormwater-forms dots. 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 he 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.
Vill. 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, PLLC.
Mailing Address:6626 Gordon Road, Unit C
City:Wilmin Eton
Phone: (910 ) 442-7870
Email:[e-mail]
Slale:NC Zip:28411
Fax: (910 ) 799-6659
1X. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this .section)
1, (print or type mmne 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 listed in
Contact hil'brrnation, item la) with (print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of the
lease agreement or pending properly sales contract has been provided with the submittal, which indicates the party
responsible for the operation and maintenance of the stormwater system.
EC CP E .-.
APR 2 9 2015
BY: -
Form SWU-101 Version Oct. 31, 2013 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 Slormwater permit reverts back to me, the properly 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:
1, a Notary Public for the State of Counly 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,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
1, (print or o-pe name of person listed in Contact hifornuttion, item la) Michael M. 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 That [he prop, I project complies with the requirements of the applicable stormwater rules
under I SA NCAC 2H . I a p icable stale slormwalcr reyuiremcnls.
Signature: Date:
1, clwi5. k0e, aN�otary Public 1fo'r the State of �0 /\� (Iru� t"t, County of
do hereby certify that I' `1 ti e I L . w�t&k— personally appeared before
me this 'Let !'i day of r r , 'I&t d acknowledg he due execution of the application for a
stormwater permit. Witness my hand and official seal, S
.x�"�stAPY t $ pAr�h
NOTAgY
jOUBLIG
SEAL
My commission expires
ECEi F7
APR 2 9 2015
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

Permit NurifiZ/-(— &� 7d y/ ('0_
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should b "' i ti
maximum extent practical.
— Once a year, a dam safety expert should inspect the emban enAFR 2 9 2015
After the wet detention pond is established, it should be inspected oR& mit an l
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
lon
a roximatel six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
Page 1 of 4

Permit Number: _
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50%, of
with pesticide (do not spray).
the basin surface.
1%
HK__ %.,P M 0 V L:
APR 2 9 2015
Form SW401-Wet Detention Basin O&M-Rev.4 BY. e Z of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 9194133-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 5.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 4.5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
16
---------------
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
' ft Min.
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 20.5
Pool
Sediment Removal Elevation 15 volun
Bottom Elevation 14 1 1-11
MAIN POND
APR 2 9 2015
BY,Pagr 3 of 4
Storage

Permit Number: 4 1 6 Kto
(to be provided by DWQ)
acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Wyndwater Phase 2
BMP drainage area number:
Print name:Signature Top Sail NC, Ltd - Michael H. Pollak
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, Garry 5 aw. 1\,_a Notary Public for the State of
u0"m_ W�v Ve'--- County of Mew �"�'^��-r do hereby certify that
�EA<- personally appeared before me this y �y
day of r' , U If' , and acknowledge the due execution of the
forgoing wet detenti
seal,
YSp
F
\4OTARP
PIJBUG
y� k OVCR Gam?
SEAL
basin maintenance requirements. Witness my hand and official
My commission expirespa ZV
EEGE WL..
APR 2 9 2013
BY:
Perm SW401-Wet Detention Basin O&M-Rev.4
Page 4 of 4

Permit No. v v"
(to be provided by DWQ)
®�� OF WATf9
Oc• OG
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Pad III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Wyndwater Phase 2
Contact person Garry S. Pape, P.E.
Phone number 910-442.7070
Date 20-Apr
Drainage area number 1
II. DESIGN INFORMATION
Site Characteristics
Drainage area
986,812 rye
Impervious area, post -development
331,737 tt'
q impervious
33.62 q
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' mnoH volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr storm peak flow required?
1-yr, 24hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall Intensity: 1-yr, 24-hr storm
Pre-developmenl 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the pens. pool elevation)
Top of 1OR vegetated shelf elevation
Bottom of 1011 vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
43,488 rya
49,665 rya
OK, volume provided is equal to or in excess of volume required.
h3
N (Y or N)
3.8 in
0.20 (unkless)
0.49 (unilless)
5.00 iruhr OK
22.65 rya/sec
51.21 1`13/sec
28.56 tt3/sec
21.80 Imsl
20.50 fmsl
20.90 fmsl
21.00 fmsl
20.00 fmsl
15.00 fmsl
14.00 fmsl
1.00 fl
N (Y or N)
fmsl
EGEW .
�� 1P� R A R�
APR 2 9 2013
\\IIIII /
C
�O 8
a SEAL
031315 _
Form SW401-Wol Detention BasinRevs-4 111112
Pans I. a 11. Design Summary. Page 1 of 2

Permit No.
Ito be provided by DWO)
II. DESIGN INFORMATION -
Surface'Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, A,,..
Area, bottom of 1 Oft vegetated shelf, Ab u„r
Area, sediment cleanout, lop elevation (bottom of pond), A,,.a
Volumes
Volume, temporary pool
Volume, permanent pool, Vp,,, .
Volume, forebay (sum of forebays if more than one forebay)
Forebay %of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountak0ledmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-21d)
Volume, permanent pool, V,�
Area provided, permanent pool, A..j o
Average depth calculated
Average depth used In SAIDA, d,,, (Round to nearest 0.511)
Calculation option 2 used? (See Figure 10.2b)
Area provided, permanent pool, An,,,,,
Area, bottom of tOtt vegetated shelf, Aw y,,,
41,540 it'
29.499 ft'
2.99. landless)
33,67311' OK
29,622 nz
12,593 it'
49,665 rya OK
123,797 rya
25,878 it'
20.9% % OK
90 %
Y (Y or N)
(Y or N)
2.99 (unitless)
N (Y or N)
123,797 fts
33.673 it
it
0
Y (Y or N)
33.673 it'
29.622 it
Area, sediment cleanout, top elevation (bottom of pond), A,_. 12,593 it'
Need 3 it min.
'Depth' (distance b/w bottom of 10tt shelf and top of sediment)
5.00 it
Average depth calculated
4.03 it OK
Average depth used in SAIDA, d,,, (Round to down to nearest 0.5f)
4.0 it OK
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
4.00 in
Area of orifice (if -non -circular)
in'
Coefficient of discharge (Co)
0.60. (unitless)
Driving head (Ho)
0.43 it
Drawdown through weir?
(Y or N)
Weir type
(unitless)
Coefficient of discharge (C„)
(unitless)
Length of weir (L)
It
Driving head (H)
it
Pre -development 1-yr, 24-hr peak flow
22.65 ft'/sec
Post -development 1 •yr, 24-hr peak flow
51.21 tts/sec
Storage volume discharge rate (through discharge orifice or weir)
0.28 1t'/sec
Storage volume drawdown time
2.10 days OK, draws down in 2.5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shell width
10.0 it
OK
Length at flowpath to width ratio
3 :1
OK
Length to width ratio
1.6 :1
OK
Trash rack for overflow 8 orifice?
Y
(Y or N)
OK
Freeboard provided
2.0 lt
OK
Vegetated filter provided?
N
(Y or N)
OK
Recorded drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Drain mechanism for maintenance or emergencies is:
Mechanical
APR 2 9 2013 b j
BY: �y
Form SW401-Wet Detention BasirvRev.9.4/1 B/12 Parts 1. & 11. Design Summary, Page 2 of 2

Permit No.
(to be provided by DINO)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
�ktials
Sheet No.
L - s
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
--44
3. Section view of the wet detention basin (1"= 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
C _c1
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
' f
to verify volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
k�Os
8. A
copy of the signed and notarized operation and maintenance (O&M) agreement.
9. A copy of the deed restrictions (if required).
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
APR 2 9 2015
8Y:
Form SW401-Wet Detention Basin-Rev.9-4/18/12
Items Checklist, Page 1 of 1

WYNDWATER - PHASE 2
STORM WATER & EROSION CONTROL
NARRATIVE & CALCULATIONS
April 20, 2015
\tnurl
r
�•aOScA' .7
031315
Q •'
FtiGINElit.
GSP CONSULTING, PLLC.
6626 Gordon Road, Unit C
Wilmington, North Carolina 28411
[phone]
cz
,
APR 2 9 201.5

STORMWATER NARRATIVE
WYNDWATER - PHASE 2
PENDER COUNTY, NC
SITE DESCRIPTION
This+/- 28.35 acre site is located off Sloop Point Loop Road (S.R. 1563) (PIN 4214-12-82 51-
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 56 single family lots and related site
appurtenances. The proposed drainage area for this project is 22.65 acres and the total amount of
impervious area draining to the wet detention basin is 33.6%. 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, Ltd. 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 drainfields.
SOILS
The 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 C).
The Autryville series are well drained soils near drainageways on convex divides on uplands.
The Baymeasde 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.
10-Year Pre Development Runoff = 53.41 cfs
10-Year Post Development Runoff = 7.58 cfs

Drainage Area
Drainage Area
Drainage Area
Impervious Area Calculation
Lots (54 Lots @ 4,500 SF/Lot)
Sidewalk
Pavement
Total
Total
% Impervious
Volume/Storage Calculation
WET DETENTION BASIN
986,812 sf
22.65 ac
243,000 sf
7,348
81,389
331,737 sf
7.62 ac
33.6%
Design Storm (P)
Schueler Method Runoff Coeff (RV)
Required Volume (Vreq)
1.5 in
0.35 RV = %IMP'0.009+0.05
43,488 cf Vreq = (P/12)'F;V'DA

CONTOUR
CONTOUR
AREA
INCR
VOL
ACCUM
VOL
[sq ft]
[cu ft]
[cu ft]
15.0
12593
0
0
16.0
14363
13,478
13,478
17.0
16196
15,280
28,758
18.0
18090
17,143
45,901
19.0
20044
19,067
64,968
20.0
22058
21,051
86,019
20.5
25543
11,900
97,919
FOREBAY
CONTOUR
INCR
ACCUM
CONTOUR
AREA
VOL
VOL
[sq ft]
[cu ft]
[cu ft]
16.0
3561
0
0
17.0
4473
4,017
4,017
18.0
5444
4,959
8,976
19.0
6475
5,960
14,935
20.0
7564
7,020
21,955
20.5
8130
3,924
25,878
Apami pool
33,673
Ashelf bottom
29,622
VOLUME
Ape" pool Ashetl bottom Apond bottom Apond bottom
12,593
Total
123,797
33,673 29,622 12,593 Depth
5.0
PROVIDED FOR FOREBAY
20.9%
daverage
4.0327
1.5" STORAGE
CONTOUR
INCR
ACCUM
CONTOUR
AREA
VOL
VOL
[sq ft]
[cu ft]
[cu ft]
20.5
33673
0
0
21.0
37894
17,892
17,892
21.8
41540
31,774
49,665

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)
21.80
20.50
49,665
0.277
49.9
TOTAL HOURS 49.9
DAYS 2.1
CONTROL PIPE: 4 INCH ORIFICE HOLE
USED ORIFICE EQUATION TO DETERMINE OUTFLOW RATE
Q = Cd*A *(2gh)^ 1 /2

1-1 Hydrograph Summary Report
Hydraflow Hydrographs by Inlelisolve v9.1
Hyd.
No.
Hydrograph
type
(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
53.20
1
725
172,374
----
---
------
WET DETENTION BASIN
2
Reservoir
7,580
1
769
151,131
1
22.34
72,646
WET DETENTION BASIN
2015-04-20 PHASE 2 WET POND.gpw
Return Period: 10 Year
Wednesday, Apr 29, 2015

Hydrograph Report
iA
Hydraflow Hydrographs by Intelisolve v9A
Hyd. No. 1
WET DETENTION BASIN
Hydrograph type
= SCS Runoff
Storm frequency
= 10 yrs
Time interval
= 1 min
Drainage area
= 22.650 ac
Basin Slope
= 0.0 %
Tc method
= USER
Total precip.
= 6.30 in
Storm duration
= 24 hrs
Composite (Area/CN) _ [(7.620 x 98) + (16.030 x 39)1 122.650
Q (Cfs)
60.00
50.00
40.00
30.00
20.00
10.00
go
WET DETENTION BASIN
Hyd. No. 1 -- 10 Year
Wednesday, Apr 29, 2015
Peak discharge
= 53.20 cfs
Time to peak
= 725 min
Hyd. volume
= 172,374 cuft
Curve number
= 59'
Hydraulic length
= 0 ft
Time of conc. (Tc)
= 5.00 min
Distribution
= Type III
Shape factor
= 484
Q (Cfs)
60.00
50.00
40.00
30.00
20.00
10.00
IWITO•
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 1

" 'Hydrograph
Report
Hydraflow Hydrographs by Intelisolve v9.1
Hyd. No. 2
WET DETENTION BASIN
Hydrograph type
= Reservoir
Storm frequency
= 10 yrs
Time interval
= 1 min
Inflow hyd. No.
= 1 - WET DETENTION BASIN
Reservoir name
= WET DETENTION BASIN
Storage Indication method used.
Q (cfs)
60.00
50.00
40.00
30.00
20.00
10.00
Al
WET DETENTION BASIN
Hyd. No. 2 -- 10 Year
3
Wednesday, Apr 29, 2015
Peak discharge
= 7.580 cfs
Time to peak
= 769 min
Hyd. volume
= 151,131 cuft
Max. Elevation
= 22.34 ft
Max. Storage
= 72,646 cuft
Q (cfs)
60.00
50.00
40.00
[�I�i[�I�1•
20.00
10.00
0 300 600 900 1200 1500 1800 2100 2400 2700 3000
Time (min)
— Hyd No. 2 —Hyd No. 1 1 .ii`. .Total storage used = 72,646 cult

1 Pond Report
n
Hydraflow Hydrographs by Intelisolve v9.1
Pond No. 1 - WET DETENTION BASIN
Pond Data
Contours - User -defined contour areas. Conic method used for volume calculation. Begining Elevation - 20.50 it
Stage I Storage Table
Stage (ft) Elevation (It) Contour area (sgft) Incr. Storage (tuft) Total storage (tuft)
0.00 20.50 33,673 0 0
0.50 21.00 37,894 17,880 17,880
1.50 22.00 42,009 39,930 57,809
2.50 23.00 44,393 43,191 101,001
3.50 24.00 46,832 45,602 146,603
4.50 25.00 49,329 48,070 194,673
5.50 26.00 51,882 50,595 245,269
Wednesday, Apr 29, 2015
Culvert I Orifice Structures
Weir Structures
[A]
[B] [C]
[PrfRsr]
(A] [B]
[C]
[D]
Rise (in)
- 24.00
4.00 0.00
0.00
Crest Len (tt) =
16.00 6.00
0.00
0.00
Span (in)
= 24.00
4.00 0.00
0.00
Crest El. (ft)
-
22.69 21.80
0.00
0.00
No. Barrels
= 1
1 0
0
Weir Coeft.
=
3.00 3.00
3.33
3.33
Invert El. (ft)
= 20.45
20.50 0.00
0.00
Weir Type
=
Riser Broad
Length (ft)
= 104.00
0.00 0.00
0.00
Multistage
=
Yes Yes
No
No
Slope (%)
= 1.00
0.00 0.00
n/a
N-Value
= .010
.013 .013
n/a
Orifice Coati. = 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
Note'. Culvervonfic , outflows are enalyzeal under inlet (ic) and
oudet roc) control. Weir users cheded for office conditions (to) and submergence (s).
Stage I Storage I Discharge
Table
Stage
Storage Elevation
Clv A
CIv B clv C
PrfRsr
Wr A
Wr B Wr C
Wr D
Exfil User Total
ft
cult ft
cfs
cis cfs
cfs
cis
cfs cis
cis
cfs cfs cfs
0.00
0 20.50
0.00
0.00 ---
--
0.00
0.00 ---
---
--- --- 0.00
0.05
1,788 20.55
0.02 is
0.01 is ---
---
0.00
0.00 --
--
--- --- 0.01
0.10
3,576 20.60
0.03 is
0.02 is --
---
0.00
0.00 --
-
- --- 0.02
0.15
5,364 20.65
0.06 is
0.05 is --
--
0.00
0.00 ---
---
- --- 0.05
0.20
7,152 20.70
0.08 is
0.08 is ---
--
0.00
0.00 ---
---
--- --- 0.08
0.25
8,940 20.75
0.12 is
0.12 is --
---
0.00
0.00 ---
---
--- --- 0.12
0.30
10,728 20.80
0.16 is
0.15 is --
---
0,00
0.00 ---
---
- --- 0.15
0.35
12,516 20.85
0.18 is
0.18 is --
---
0.00
0.00 -
0.18
0.40
14,304 20.90
0.20 is
0.20 is --
--
0.00
0.00 --
---
-- --- 0.20
0.45
16,092 20.95
0.22 is
0.22 is ---
--
0.00
0.00 --
---
--- --- 0.22
0.50
17,880 21.00
0.24 is
0.24 is --
---
0.00
0.00 --
--
--- -- 0.24
0.60
21,873 21.10
0.29 is
0.28 is ---
---
0.00
0.00 ---
--
- --- 0.28
0.70
25,866 21.20
0.32 is
0.31 is --
--
0.00
0.00 ---
---
--- --- 0.31
0.80
29,859 21.30
0.35 is
0.33 is ---
--
0.00
0.00 ---
---
--- --- 0.33
0.90
33,852 21.40
0.35 is
0.35 is ---
---
0.00
0.00 --
---
-- --- 0.35
1.00
37,845 21.50
0.38 is
0.38 is ---
---
0.00
0.00 ---
---
- -- 0.38
1.10
41.837 21.60
0,41 is
0.40 is --
---
0.00
0.00 ---
---
--- -- 0.40
1.20
45,830 21.70
0.44 is
0.42 is ---
---
0.00
0.00 ---
---
--- --- 0.42
1.30
49,823 21.80
0.44 is
0.44 is ---
---
0.00
0.00 ---
--
--- --- 0.44
1.40
53,816 21.90
1.01 is
0.43 is ---
---
0.00
0.57 ---
---
--- --- 1.00
1.50
57,809 22.00
2.08 is
0.41 is --
--
0.00
1.61 ---
---
--- --- 2.02
1.60
62,129 22.10
3.39 is
0.39 is ---
---
0.00
2.96 ---
---
-- --- 3.35
1.70
66,448 22.20
5.01 is
0.38 is ---
---
0.00
4.55 ---
---
-- --- 4.93
1.80
70,767 22.30
6.72 is
0.36 is ---
--
0.00
6.36 ---
---
-- --- 6.72
1.90
75,086 22.40
8.76 is
0.33 is ---
-
0.00
8.37 ---
---
- --- 8.70
2.00
79,405 22.50
10.48 is
0.31 is ---
---
0.00
10.16 s ---
---
--- --- 10.48
2.10
83,724 22.60
12.07 is
0.30 is ---
---
0.00
11.73 s --
---
--- --- 12.03
2.20
88,043 22.70
13.48 is
0.29 is --
--
0.05
13.15 s ---
--
-- --- 13.48
2.30
92,362 22.80
15.27 is
0.24 is --
--
1.75
13.27 s ---
---
--- --- 15.26
2.40
96,681 22.90
16.96 is
0.18 is ---
-
4.58 s
12.20 s ---
---
--- --- 16.96
2.50
101,001 23.00
18.06 is
0.15 is ---
--
6.50 s
11.41 s ---
---
--- -- 18.06
2.60
105,561 23.10
18.92 is
0.12 is ---
---
7.90 s
10.89 s ---
---
- --- 18.91
2.70
110,121 23.20
19.64 is
0.11 is --
--
9.02 s
10.52 s ---
---
--- --- 1Mill
2.80
114,681 23.30
20.30 is
0.09 is ---
--
9.97 s
10.24 s ---
---
--- --- 20.30
2,90
119,242 23.40
20.92 is
0.08 is ---
---
10.78 s
10.04 s --
--
--- -- 20.90
3.00
123,802 23.50
21.49 is
0.07 is --
---
11.52 s
9.89 s ---
--
-- -- 21.48
3.10
128,362 23.60
22.05 is
0.07 is ---
---
12.17 s
9.78 s ---
---
--- --- 22.02
3.20
132,922 23.70
22.58 is
0.06 is ---
---
12.79 s
9.71 s ---
---
--- --- 22.57
Continues on next page...

J
5
WET DETENTION
BASIN
Stage I
Storage I Discharge
Table
Stage
Storage
Elevation
CIvA
CIvB
CIvC
Pr(Rsr WrA
WrB
WrC WrD Exfil User
Total
H I
cult
H
cfs
cfs
cts
cfs cfs
cfs
cfs cfs cfs Cfs
cfs
3.30
137,483
23.80
23.10 is
0.06 is
--
--- 13.34 s
9.65 s
-- -- -- --
23.05
3.40
142,043
23.90
23.60 is
0.05 is
---
- 13.90 s
9.64 s
--- --- --- --
23.59
3.50
146,603
24.00
24.09 is
0.05 is
---
--- 14.39 s
9.63 s
--- --- --- ---
24.07
3.60
151,410
24.10
24.57 is
0.05 is
--
-- 14.88 s
9.63 s
--- --- -- --
24.56
3.70
156,217
24.20
25.03 is
0.04 is
---
-- 15.30 s
9.62 s
--- --- --- ---
24.96
3.80
161,024
24.30
25.49 is
0.04 is
---
--- 15.74 s
9.64 s
-- -- --- --
25.43
3.90
165,831
24.40
25.94 is
0.04 is
--
- 16.19 s
9.69 s
--- -- --- --
25.92
4.00
170,638
24.50
26.38 is
0.04 is
--
--- 16.60 s
9.72 s
--- --- --- ---
26.36
4.10
175,445
24.60
26.81 is
0.03 is
--
--- 16.98 s
9.75 s
-- --- - --
26.77
4.20
180,252
24.70
27.24 is
0.03 is
--
- 17.35 s
9.79 s
--- --- --- --
27.18
4.30
185,059
24.80
27.66 is
0.03 is
---
--- 17.74 s
9.85 s
--- --- --- --
27.63
4.40
189,866
24.90
28.07 is
0.03 is
---
- 18.05 s
9.87 s
-- --- -- ---
27.95
4.50
194,673
25.00
28.48 is
0.03 is
--
- 18.39 s
9.92 s
--- --- --- --
28.34
4.60
199,733
25.10
28.88 is
0.03 is
---
--- 18.82 s
10.02 s
--- --- - ---
28.87
4.70
204,792
25.20
29.27 is
0.03 is
--
-- 19.01 s
10.00 s
--- --- - --
29.04
4.80
209,852
25.30
29.66 is
0.03 is
---
-- 19.49 s
10.14 s
--- --- --- --
29.65
4.90
214,911
25.40
30.05 is
0.03 is
---
-- 19.72 s
10.15 s
-- -- - ---
29.89
15.00
219,971
25.50
30.42 is
0.02 is
---
-- 20.10 s
10.24 s
--- --- - --
30.36
5.10
225,030
25.60
30.80 is
0.02 is
---
--- 20.43 s
10.31 s
--- --- --- ---
30.76
5.20
230,090
25.70
31.17 is
0.02 is
--
--- 20.70 s
10.36 s
--- --- --- ---
31.09
5.30
235,149
25.80
31.53 is
0.02 is
---
-- 20.92 s
10.39 s
--- --- -- --
31.33
5.40
240,209
25.90
31.90 is
0.02 is
---
-- 21.08 s
10.39 s
--- -- --- ---
31.49
5.50
245,269
26.00
32.25 is
0.02 is
--
--- 21.50 s
10.51 s
--- -- - --
32.03
...End

Storm Sewer Tabulation
r
Pa6e,1
Station
Len
Dmg Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Val
Pipe
Invert Elev
HGL Elev
Gmd / Rim Elev
Line ID
coeff
(1)
flow
full
LineFLIn,
Incr Total
Incr
Total
Inlet
Syst
Site
Slope
Dn
Up
Dn
Up
Dn
Up
(ft)
(ac) (ac)
(C)
(min)
(min)
(INhr)
(cfs)
(cfs)
We)
(in)
I%)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
1
End
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
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
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
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
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
5.0
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
1.22
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
5.0
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
2.95
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.sim
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
Hydraflm Storm Sewers 2008 v12.01

Storm Sewer Tabulation
Station
Len
Dmg Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Vol
Pipe
Invert Elev
HGL Elev
Gmd I Rim Elev,
Line ID
coeff
(I)
flow
full
Line
To
Incr
Total
Incr
Total
Inlet
Syst
Size
Slope
Dn
Up
Dn
Up
Dn
Up
Line
(k)
(ac)
(ac)
(C)
(min)
(min)
(in/hr)
(cfs)
(cfs)
Me)
(in)
(%)
(ft)
(k)
(k)
(k)
(ft)
(ft)
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
19.70
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
24.62
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 = 121.801(Inlet time + 23.50) " 0.84: Return period = 10 Yrs. ; c = cir e = ellip b = box
MydWm Storm Sewers 2WO v12.o1

Storm Sewer Tabulation
C
PAge, 1
Station
Len
Drng Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Val
Pipe
Invert Elev
HGL Elev
Gmd / Rim Elev
Line ID
coeff
(1)
Row
full
Line
7o
Incr
Total
Incr
Total
Inlet
Syst
Size
Slope
Dn
Up
Dn
Up
Dn
Up
Line
(ft)
(ac)
(aq
(C)
(min)
(min)
(in/hr)
(cfs)
(cfs)
(f ls)
(in)
I%)
(ft)
(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
23.17
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 = 121.80 / (Inlet time + 23.50) " 0.84; Return period = 10 Yrs. ; c = cir e = ellip b = box
Hydro m Storm Sewers 2008 v12.01

• --_--
ECS CAROLINAS LLP °Setlin 11n,Stan Standard r r
t .4 t n 5 Iry r.,
GEolechriical • Consiruction Materials • Etl'AronmPnlal • FaUlfi s •,;.'n.- ew sM.«ry ^
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, Pender 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, Pender 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.
ocatiom I, _ SWWT' GrourtZivvat3r
B-1 40 inches 65 inches
The SHWT may vary within the proposed site due to changes in subsurface conditions and
elevation.
VkJ('11 gr;trjll F2f' .;hdi I I: jl' ! ;�'d p• t
.r: �.!'..,rl .r .IL ,i! .. F... il.

S
j' Report of 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'
K. Brooks Wall
Project Geologist
Attachments: Boring Location Plan
SHWT sheet
?�
Kris J. Stamm
Principal

..17
A-
i { �
a aI • a1 I.'g{,1�i I�'jiil hl��. �' '�`" T(/
`., 4�.. 1. t., �. �If-�w.�..W I'.. II,JILJII_.:L �'L-1-•�);.-n~('�.W
1 �r ,� m
1.
T�
p` C I i
I
Y-' I
APPROXIMATE BORING LOCATION
NOT TO SCALE
The Oaks at Sloop Point PH2
Sloop Point, Pander County,
North Carolina
ECS Project # 20203
February 5, 2014
KBW
Figure 1— Boring Location Plan
Provided by: GSP Consulting
s

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 Soil Description
B-1 0-20" Brown silty SAND
20"-32" Gray fine SAND w silt
32"-48" Gray/orange clayey SAND
48"-70" 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.

J
�����������������������������f 64319 P0330 014
ofo1�he�ROP
Sharon Lear U1l loughby R.star of Deeds
02-19-2014 1620:34.000 Ponder County, WC
NC REVENUE STAMP: $2100.00 (tt65770)
Prepared by: J. L. Seay Jr., Attorney, 519 Market Street, Wilmington, NC 28401
Return to: Eugene B. Davis, Attomey, 2030 Eastwood Road, Wilmington, NC 28403
/Excise Tax: 2100.0
V ax PIN reference: 4214-12-8251-0000 d �i
The Property conveyed by this deed is not the primary residence of Grantor. APR 2 9 2015
Brief Index Description: Nine Tracts, Topsail Greens Dr. BY:
STATE OF NORTH CAROLINA
COUNTY OF PENDER
SPECIAL WARRANTY DEED
THIS DEED, made this 1��1 day of February, 2014 by and between SCBT, a South Carolina
state chartered banking corporation, d/b/a First Federal, a Division of SCBT, successor by merger
with First Federal Bank with a mailing address of 2440 Mall Drive, Suite 100, Charleston, South
Carolina 29406 (hereinafter called "Grantor"); and Signature Top Sail NC Ltd, d/b/a Signature
Top Sail NC, Ltd. LP, a Texas limited partnership (hereinafter called "Grantee") with a mailing
address of 9337B Katy Freeway #377, Houston, Texas 77024;
(Whether one or more persons, firms or corporations, 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, for valuable consideration, receipt of which is hereby acknowledged,
has bargained and sold, and by these presents does hereby grant, bargain, sell and convey unto the
said Grantee, its successors and assigns, all those certain tracts or parcels of land located in the
County of Pender and State of North Carolina and being more particularly described as follows:
See attached Exhibit A incorporated herein and made a part hereof.
And being the same property as conveyed to First Federal Bank by deed recorded in Book
4266, Page 325, Pender County Registry.
�11

02-19--g2014
Pender County, NC Register of B431n P033pa ar 11Deeds 620:3hbyPROF
4.00
TO HAVE AND TO HOLD the above described lands and premises, together with all and
singular, the rights, privileges, easements, tenements and appurtenances thereunto belonging, or in
anywise appertaining unto the said Grantee, in fee simple FOREVER.
AND said Grantor covenants with the Grantee that the Grantor has done nothing to impair
such title as the Grantor received, and that Grantor will warrant and defend the title against the
lawful claims of all persons claiming by, under, or through the Grantor, except for the exceptions
hereinafter stated: Current year ad valorem taxes; restrictions, easements and rights of way of
record; and provisions of all applicable zoning and land use ordinances, statutes and regulations.
IN WITNESS WHEREOF, Grantor has hereunto caused this instrument to be executed in
its corporate name by its duly authorized officer, the day and year first above written.
SCBT, d/b/a First Federal,
a Division of SCBT
By:
Name: Donna Lehmer
Title: Senior Vice President of SAM of SCBT
STATE OF SOUTH CAROLINA:
COUNTY OF YAI,P�-tC)n
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he/she voluntarily signed the foregoing document for the purpose stated
therein and in the capacity indicated therein: Donna Lehmer, Senior Vice President of SAM of
SCBT.
Date: February � p , 2014.
N Public j�, nature
71111E�7/ !l
Printed Name of Notary Public
(Notary Seal) My commission expires: 4 T 'gl dal U
f � i a n. VaIIC tp.
Gj' °9.20�°•'.�
•"i,yCgRO��,`

014
������������������������������ B4319 P0332 O;Io19hbyPROF
Exhibit A
TRACT 1
TOPSAIL GREENS GOLF COURSE
Pago L of IS
BEGINNING AT AN EXISTING IRON PIPE IN THE SOUTHBASTERN LINE OP U.S. '
HIGHWAY 1117 (100 FOOT WIDE RIGRT OF WAY), SAID BEGINNING POINT BEING
LOCATED SOUTH 45 DECREES 12 MINUTES 05 SECONDS WEST, 550.57 PUBT raom
AN RXISTING.IRON PIPE WHICH MARKS THE NORTHERNMOST CORNER OP TOPSAIL
GREENS, AS SHOWN ON A MAP DATED OCTOBER 31,
1986, BY HOBBS &
ASSOCIATES, AS RECORDED IN MAP BOOR 22 AT PAGE 143 OF THE PENDBR COUNTY
REGISTRY, AND SAID NORTHERNMOST CORNER BEING LOCATED SOUTH 39 DRCRRES
21 MINUTES 46 SECONDS WEST, 9, 431.96 FEET FROM A NORTH CAROLINA
GEODETIC SURVEY, TRIANGULATION STATION MONUMENT ENTITLED -S. LOOP,
1909" (PRELIMINARY DATA); THENCS FROM THE POINT OF BEGINNING;
SOUTH 45 DEGREES 30:MINUTES 45 SECONDS EAST,
22.99 FEET;
SOUTH 00 DEGREES 41.MINUTEB 00 SECONDS WEST,
86.13 FEET;
SOUTH 26 DSGRSES 39'AfINUT'ES 42 SECONDS EAST,
61.52 F'EETI
SOUTH 51 DEGREES 39.MINUTES 39 SECONDS BAST,
60. 08 FRET; '
SOUTH 71 DEGREES 14:MXRUTES 28 SECONDS EAST,
70.43 FEET;
SOUTH 87 DEGREES'15-MINUTES 20 SECONDS BAST,
107.58 FEET;
SOUTH 69 DECREES 12! MINUTES 00 SECONDS EAST,
57. 00 PERT;
NORTH 66 DEGREES 41;MINUTES 57 SECONDS BAST,
60.75 FEET;
SOUTH-67 DEGREES 53; MINUTES 34 SECONDS BAST,
59.06 FEET;
SOU17i 55 DEGREES 28*MINUTES 13 SECONDS EAST,
62.00 FEET;
BOUT71 31 DEGREES 46,MINUTES'08 SECONDS EAST,
77.09 FEET;
SOUTH 60 DEGREES SB;MINUTES 11 SECONDS EAST,
60.72 FEET;
NORTH DO DEGREES 47:MINUTES 51 SECONDS BAST,
60.43 FEET;
SOUTH 62 DECREES 2D:MINUTES'33 SECONDS EAST,
66:90 FRET;
SOUTH 24 DEGREES 23: MINUTES 25 SECONDS EAST,
03.06 FEET;
SOUTH 75 DEGREES 58.MINUTES 58 SECONDS EAST,'70.99
FEET;
SOUTH 16 DEGREES, 48MINUTES 35 SECONDS EAST,
94.04 FEET; ,
SOUTH 69 DEGRSE5'17:MINUTES 24 SECONDS EAST,
67.30 FEET;
SOUTH 36 DEGREES 13;MINUTES 54 SECONDS EAST,
75.11 PERT;
SOUTH 42 DEGREES 03:MINUTEB 59 SECONDS BAST,
79.40 FERT;
SOUTH 02 DEGREES 16;MINUTR9 47 SECONDS WEST,
63.95 FEET]
SOUTH 38 DEGREES 40!MINUTES 33 SECONDS EAST,
I45.14 FEET;
NORTH 48 DECREES 12 MINUTES 22 SECONDS BAST,
.
12.03 FSET;
SOU77i 73 DEGREES 14 MINUTES 14 SECONDS EAST,
30.39 FEET;
SOOTY 36 DEGREES 02;MXNUTSS 46 SECONDS EAST,
134.46 FEET;
SOUTH 32 DEGRERS 98;HINUTES 00 SECONDS EAST,
75.78 FERT; •
SOUTH 69 DEGREES 16:MINUTES 19 SECONDS BAST,
SS. 41 PERT; '
SOUTH 40 DEGREES 4O:KINUTES'SO SECONDS EAST,
11.01 FEET;
SOUTH 10 DEGREES 31;MINUTES 48 SECONDS EAST,
50.15 FEET;
SOOTY 40 DEGREES 22-MINUTES 46 SSCOND3 EAST,
123.30 FEET;
BOUTH.26 DEGREES 26;MINUTES 39 SECONDS WEST,
90.95 FEET;
SOUTH 12 DEGREES 1B,MINUTES 23 SECONDS WEST,
77.34 FEET,
SOUTH 27 DEGREES 45'MINUTES 26 SECONDS BAST,
170.64 FEET;
!-.

84319 P0333iQ1ioughbyPROP
Pages 2' of iy
Exhibit A
SOUTH 52 DEGREES 42 MINUTES 44 SECONDS EAST,
122.18 FEET;
SOUTH 63 DEGREES 31 MINUTES 21 SECONDS EAST,
60.00 FEET; ,
NORTH 26 DEGREES 26 MINUTES 39 SECONDS EAST,
103.80 FEET;
SOUTH 31 DEGREES 47 MINUTES 41 SECONDS EAST,
17.99 FEET, THENCE, A -•
CHORD BEING;
SOUTH 31 DEGREES 49 MINUTES 40 SECONDS EAST,
36.66 FEET; THENCE, A
CHORD BEING;
SOUTH 22 DEGREES 44 MINUTES 36 SECONDS EAST,
26.96 FEET;
NORTH 19 DEGREES 38 MINUTES 01 SECONDS WEST,
5.63 FEET; THENCE, A CJlORD
BEING;
SOUTH 12 DEGREES 20 MINUTES 50 SECONDS WEST,
03.40 FEET; TllWVCE, A
CHORD BEING;
.
SOUTH 36 DEGREES 26 HINUTE9 2B SECONDS WEST,
20.67 FEET;
NORTH 22 DEGREES 26 MINUTES 57 SECONDS WEST,
47.00 FEET; ..
NORTH 79 DEGREES 12 MINUTES 59 SECONDS WEST,
120.00 FEET;
SOUTH 14 DEGREES'40' MINUTES 57 SECONDS WEST;
69.05 FEET;
Soul'/; 03 DEGREES 21 MINUTES 37 SECONDS EAST,
50.18 FRETV
SOUTH 13 DEGREES 3G MINUTES 59 SECONDS BAST,
65.49 FEET;.
SOUTH 79 DEGREES 12 MINUTES 59 SECONDS EAST,
209.00 FEET;
NORTH 32 DEGREES 14 MINUTES O3 SECONDS EAST,
32.93 FEET; THENCB, A
CHORD BEING;
SOUTH 70 DEGREES'49. MINUTES OS SECONDS. BAST,
29.24 FELT; THENCE, A ,
CHORD OO;
SOUTH 52 DECREES 37, MINUTES 19 SECONDS EAST,•20.67
FEET; 'THENCE, A ,
CHORD OF;
SOUTH 20 DEGREES 26 MINUTES 22 SECONDS EAST,
80.60 FEET;
SOUTH 35 DEGREES 22' MINUTES 59 SECONDS EAST,
125.62 FEET; THENCE, A
CHORD BEING;
SOUTH 45 DEGREES 22 MINUTES 02 SECONDS EAST,
569.97 FBET; THENCE, A
CHORD OF;
,
SOUTH 55 DEGREES 21 MINUTES 59 SECONDS BAST,
146.28 FRET; 'THENCE, A
CHORD BEING;
SOUTH 62 DEGREES 52 MINUTES 11 SECONDS EAST,
80.90 FEET; THENCE, A
CHORD BEING;
SOUTH 13, DEGREES 19. MINUTES 11 SECONDS EAST,
26.65 FEET;
SOUTH 22 DEGREES 26'MINUTES 43 SECONDS WEST,
116.00 FEET;
SOUTH 20 DEGREES 12 MINUTES 27 SECONDS rvRST,
118.24 FEET;

02- 19-2014
IIII I IIII IIIIIII III IIIIII III III III III Sharo Le0ar Wl llou hbyP OP
Pander Countv. NC Realster of Deeds oaoe 5 of 17
Pa0o 3 of IS
Exhibit A
NORTH 45 DEGREES 39 MINUTES 35 SECONDS WEST,
89.23 FEET(
NORTH 63 DEGREES 00 MINUTES 22 SECONDS WEST,
120.02 FEET;.
NORTH 65 DEGREES 16 MINUTES 33 SECONDS WEST,
60.72 FEET;
NORTH 76 DEGREES 23 MINUTES 59 SECONDS WEST,
63.04 FEET; '
SOUTH 85 DEGREES 30 MINUTES 36 SECONDS WEST,
222.36 FEET;
NORTH 68 DECREES 13 MINUTES 58 SECONDS WEST,
325.00 FEET;
NORTH 00 DEGREES 19 MINUTES 29 SECONDS WEST,
60.00 FEET;.
NORTH 41 DEGREES 19 MINUTES 25 SECONDS WEST,
173.77 FEET;
NORTH 45 DEGREES 57 MINUTES 39 SECONDS WEST,
93.04 FEET;
NORTH 44 DEGREES 02 MINUTES 21 SECONDS EAST,
53.09 FEET;
NORTH 44 DECREES 41 MINUTES 43 SECONDS WEST,
60.02 FEET;
NORTH 44 DECREES 02 MINUTES 21 SECONDS EAST,
8.00 FRET;
NORTH 44 DEGREES 41 MINUTES 43 SECONDS WEST,
60.02 FEET;
SOUTH 44 DEGREES 02 MINUTES 21 SECONDS WEST,
0.00 FEET;
NORTH 44 DEGREES 41 MINUTES 43 SECONDS WEST,
60.02 FEET;
SOUTH 44 DEGREES 02 MINUTES 21 SECONDS WEST,
8.00 FRET;
NORTH 44 DEGREES 41 MINUTES 413 SECONDS WEST,
110.40 FEST;
SOUTH 74 DEGREES 48 MINUTES 05 SECONDS WEST,
196.40 FEET;
NOR7N 34 DEGREES 59 MINUTES 01 SECONDS WEST,
61.03 PEET,
NORTH 50 DEGREES 20 MINUTES 03 SECONDS WEST,
60.21 FEET;
NORTH 57 DECREES 53 MINUTES 46 SECONDS WEST,
122.84 FEET;
NORTH 44 DECREES 49 MINUTES 47 SECONDS WEST,
63.14 FEET;
NORTH 05 DECREES 44 MINUTES 46 SECONDS WEST,
64.46 FEET;
NORTH so .DRGRRES 46 MINUTES 42 SECONDS WEST,
101.26 FERT; '
NORTH 64 DEGREES 22 MINUTES 20 SECONDS EAST,
37.00'FSET;
NORTH 30 DEGREES 17 .MINUTES 51 SECONDS EAST,
60.00 FEET;
NORTH 22 DEGREES 02 MINUTES 17 SECONDS EAST,
60.63 FRET;
NORTH 14 DEGREES 00 MINUTES 44 SECONDS EAST,
62.51 FEET;
NORTH 17 DECREES 01 MINUTES 47 SECONDS WEST,
122.67 PEST;
NORTH 37 DEGREES 40 MINUTES 34 SECONDS WEST,
129.45 FEET; '
NOR271 59 DEGREES 42 MINUTES 09 SECONDS WEST,
60. 00 FEET;
NORTH 70 DEGREES 48 MINUTES 15 SECONDS WEST,
61.14 FEET'; -
NORTH 67 DEGREES 41 MINUTES 31'SECONDS WEST,
155.10 FEET;
NORTH 40 DEGREES 47 MINUTES 49 SECONDS WEST,
279.22 FEET,
NORTH 41 DEGREES 34 MINUTES 14 SECONDS WEST,
329.69 FEET;'
NORTH 31 DEGREES 43 MINUTES 00 SECONDS WEST,
126.86 FEET;
NORTH 25 DRGRCES.,59 MINUTES 34 SECONDS WEST,
137.00 FRET;

02 19 2014
��������I�I�����������I������, 64319 P0335tof°1jM1b�ROP
—.. Page � of IS
Exhibit A
.NORTH 23 DEGREES 52 'MINUTES 55 SECONDS WEST, 430.00 FEET; ,
NORTH 45 DEGREES 12 'MINUTES 05 SECONDS EAST, 565.36 FSE'F; ,
TO THE POINT OF BEGINNING, AND CONTAINING 90.11 ACRES, MORE OR LESS.
EXCRP7'ED FROM THE ASOVE DESCRIPTION IS ALL PROPERTY WITHIN TOPSAIL
PLANATION AS SHOWN ON A MAP RECORDED IN MAP BOOT( 16 AT PAGE 73 OF TI1E
RENDER COUNTY REGISTRY.
SAID PROPERTY BRING THE SAME PROPERTY SHOWN AS 'InACT 1 IN A SURVEY BY
S1'UART Y. BENSON AND ASSOCIATES, ENTITLED TOPSAIL GREENS, DATED APRIL
1990.
SAID TRACT 1 IS SUBJECT TO THE FOLLOWING EXCEP7'IONS,
1. UTILITY BASEMENTS AND EASEMENTS POR INGRESS AND EGRESS TO TOPSAIL
GREENS COMMUNITY ASSOCIATION, INC. RECORDED IN BOOK 757, PAGE 373,
PENDER COUNTY REGISTRY.
2. UTILITY EASEMENT TO SOUTHERN DELL TELEPHONE A TELEGRAPH RECORDED IN
BOOK 669, PAGE 111,:PANDER COUNTY REGISTRY.
3. ANY MATTERS RELATING TO SAID TRACT 1 SHOWN ON MAPS OF THE PROPERTY
RECORDED IN THE PANDER COUNTY REGISTRY.
TRACT 2
TOPSAIL GREENS GOLF COURSE
BEGINNING AT AN EXISTING IRON PIPE IN THB'RASTERN LINK OF THR TOPSAIL
GREENS SUBDIVISION TRACT AS SHOWN ON A MAP RECORDED IN MAP BOOK 22 AT
PAGE 143 OP'THS PENDER COUNTY REGISTRY, SAID BEGINNING POINT BEING
LOCATED THE FOLLOWING CHORDS AND DISTANCES FROM THE NORTH CAROLINA
GEODETIC SURVEY TRIANGULATION STATION MONUMENT 'IS. LOOP", (N, .
252,026. 061 R, 2, 4I2, 703.99 1994 PRELIMINARY DATA) SOUTH 39 DEGREES 21'
MINUETS 46 SECONDS WEST, 4,431.96 FEET TO A POINT WHICH MARKS THE
NORTHERNMOST CORNER OF THE AFOREMENTIONED TOPSAIL GREENS TRACT, SOUTH
37 DEGREES 34 MINUTES 39 SECONDS EAST, 819.23 FEET, AND SOUTH 40

II I III III II I IIII III tl IIII IIII III II III 84319 TAU °S o0g�e 00 oP
1 Pander County. NC Register of Deeds page 7 of 17
I
Page S of iS
Exhibit A
DEGREES 09 MINUTES 56 SECONDS EAST, 1, 709. 09 FEET TO THE BEGINNING
POINT. THENCE, FROMTHE POINT OF BEGINNING:
SOUTH 90 DEGREES 09!M1NUTES 56 SECONDS EAST,
1, 433.20 FEET
SOUTH 49 DEGREES 50. MINUTES 04 SECONDS WEST,
9.4 FEET; THENCE, ALONG A
CURVE TO THE LEFT, A CHORD BEINGl
. - NORTH 66 DEGREES IS, MINUTES 32 SECONDS WEST,
294.98 PERT; AND RUNS
171R1lCII;
'
„ BOOTH 07 DEGREES 3a 1MINUTE9 Ol SECOND WEST,
130.06 FEET; THENCE, A
CURVE TO THE RIGHT,�A CHORD BRINGI
NORTH 89 DEGREES 24�MINUTES 12 SECONDS WEST,
29.47 FEET, AND RUNS .
NORTH 30 DECIZRRS 16'MINj;TRS
51 SECONDS EAST,
93. 06 FEET;
'NORTH 40.DRGREES 49'MINUTRS 20 SECONDS WEST,
61. 11 FEET;
"NORTH 30 DEGREES 16i'MINUTES 51 SECONDS EAST,
0.00 REST; '
. , RTHH 4B.DEORF,PiS:49!MINUTRS 20:8RCONDS WEST,
61.10 PERT;
�.SOUTH.30 DEGREES 16[MINUTES 51-SECONDS WEST,
0.00 FEET;
. ^. NORTH. 49DEGREES.99iMINUTES 20 SECONDS WEST,
192.15 FRET;4
' NORTH 40-DEGI{EES":22�ffllff TE5. 31;. SECONDS WEST,
106.06 PEST; i
? NORTH .90 ,DEGRSE9 99iMINUTRS"'20 SECONDS WEST,
186.97 FRIIT;' -�
;;SOUTfi.53 D19.0iMSS. D$•1MINUTE4: 1,9 SECONDS WEST,
21.08 FEET;
NORTH'36 DEGREES 52iMINUTES 17 SECONDS WEST;
94.43 FRET;
SOWN 02 DEGREES II'MINUTES 34 SECONDS WEST,
68.64 FEET';
SOUTH 53 DEGREES 07lMINU1'E9 43 SECONDS W9ST,
77.44 FEET,
NORTH 35 DEGREE9'21MINUTES 59 SECONDS WEST,
100.00 FEET'l AND RUNS '
THENCE, ALONG A CURVE TO THE RIGHT, A CHORD
BEINGl
' NORTH 07 DEGREES 51!MINUTES 59 SECONDS WEST,
263.20 FEET, AND RUNS
THENCE;
SOUTH 01 DEGREES 43 ;MINUTES 46 SECONDS EAST,
100.69 FEET;
NOR771 79 DEGREES 30 MINUTES 06 SECONDS EAST,
26:00 FEET;
SOUTH 77 DEGREES 28:MINUTES 11 SECONDS EAST,
109.28 FRET;
NORTH'11 DEGREES 411MXNUTES 20 SECONDS EAST,
112.01 FEET;'
NORTH 99 DEGREES 51 iMINUTE3.04 SECONDS EAST,
4I.94 FEET TO THE POINT OP
BEGINNING, AND CONTAINING 7.8 ACRES, MORE OR
LESS.
SAID PROPERTY BEING'TMR SAME PROPERTY SHOWN AS TRACT 2 IN A SURVEY BY
STUART Y. DENSON AND ASROb]ATES, ENTITLED TOPSAIL GREENS, DATED APRIL
1990.

IIIIIIIIIIIIIIIIIII IIJill IIIIIIIIIIII 84379 P0337�16:20 34.0 oP
i
Pander County, NC Realster of Deeds page a of 77
Page G of i_S
Exhibit A
SAID TRACT 2 IS SUBJECT TO THE FOLLOWING.RWEPTIONS:
I. UTILITY EASEMENTS AND EASEMENTS FOR INGRESS AND EGRESS TO TOPSAIL
GREENS COMMUNITY'ASBOCIAT'ION, INC. RECORDED IN BOOK 757, PAGE 373,
PBNDER COUNTY REGISTRY.
2. UTILITY BASEMENT TO SOUTHERN SELL TELEPHONE A TELEGRAPH RECORDED IN
BOOK 666, PAGE 111,•PENDER COUNTY REGISTRY.
3. .PLAT OF A SURVEY BY WILLIAM L. COWAN, R.L.S., DATED MAY, 1984,
„SHOWS POWER LINES AND POWER POLES LOCATED ON THE PREMISES.
4. ANY MATTERS RELAT'INO TO SAID TRACT 2,SHOWN ON MAPS OP TNB PROPBRT)S.
RECORDED IN THE PENDINA COUNTY REGISTRY.
... TRACT .3 ,
`.'TOPSAIL GREENS GOLPiCOURSB
EEOINNING.AT,;A' NEW IRON P..TPB,WHICH MARKS ,THE NORTHERNMOST CORNER 04? TIM
GR§ENWAY;. hANTATION�ESTATF9 SUBDIVISION '-TRACT, SAID MAP BEING RECORDED.'•
IN MAP _.BO07C �2 .AT• PAGES. 6q,j. 65 AND- 66 IN THE PENDE'R COUNTY aRGGIST'RY,
AND 'SAID BEGINNING 'POINT, ALSO MARKS THE NORTHERNMOSTCORNER, OF LOT Ind"'
OF THE SAID*GRERNWAY PLANTATION ESTATES; AND RUNS THENCE, FROM THE
POINT OF BEGINNING::
NORTH 49 DEGREES 42�MINUTES 30 SECONDS EAST,
112.50 FEET;
' NORTH 40 DECREES 29;MINUTES 43 SECONDS WEST,
90.47 FERT/ ,
NORTII 67 DEGREES 33TMXNUTBS 17 SECONDS WEST,
90.85 FEST;
' NORTH 22 DEGREES 26;MINUT'ES 43 SECONDS EAST,
130.92 FEET; THENCE, ALONG
A CURVE TO THE RIGHT, A CHORD BEING;
NORTH 59 DEGREES 10-MINUTEB 31 SECONDS EAST,
24. 00 FEET; AND RUNS
THGNCE,
SOUTH 07 DEGREES 37 MINUTES 30 SECONDS EAST,
48.66 FEET/ AND RUNS
THENCE,

2-19-2014
Ponder Contv. NC Reilis1ter 11of Sharo Lear 1 01lophbPROP
Page i Of is'
Exhibit A
4
NORTH 87 DEGREES 30-MINUfES O1 SECOND EAST, 130.06 I''EGI; TTfENCII, ALONG .
A CURVE, TO THE LEFT, A CHORD BEING;
SOUTH 66 DEGREES 15;MINUTBS 10 SECONDS EAST, 250.94 FEET; AND RUNS
THENCE,
SOUTH 40 DEGREES 09,MINUTES 56 SECONDS EAST, 600.01 FEET; TIJENCB, ALONG
A CURVE TO THE LEFT; A CHORD BEING;
SOUTH 59 DEGREES 20.MINUTES OB SECONDS EAST, 282.08 rEET; AND RUNS
THENCE, i
SOUTH 11 DEGREES 29IMINUTES 40 SECONDS WEST, 5.0 FEET; AND RUNS 171ENCE,
SOUTH 70 DEGREES 30;MINUTES 20 SECONDS EAST, 57.30 FEET; THENCE, ALONG
A CURVE TO THE RZOFT, A CHORD BEING;
SOUTH 59 DEGREES 43:MINUTES 08 SECONDS EAST, 204.36 FEET; AND RUNS
THENCE, i
SOUTH 40 DEGREES 551MINUTES 57 SECONDS EAST, 846.54 FEET;
SOUTH 49 DEGREES 04'MINUTSS 03 SECONDS WEST, 99.00 MOST;
NORTH 09 DEGREES _59�MINUTES 52 SECONDS WEST, 50.00 FRET;
: SOUTH 39 DEGREES 30i MINUTES 26 SECONDS SAST, 202.84 FEBT;
'. SOUTH 47 DEGREES 46; MINUTES 31 SECONDS EAST, 151.36 FEET,
NORT11.49 DEGREES 04iMINUTES 03 SECONDS EAST, 110.00 FEET; -
SOUTH 40 DEGREES 55;M1NOTES 57•SECONDS EAST, 2,551.06 FEET;
SOUTH 4d DEGREES SSiMINUTES 16 SECONDS WEST, 247.92 FEET;
NORTH 45 DEGREES 041MINOTES 44 SECONDS WEST, 250,00,rBET;
SOUTH 52 DEGREES 02: MINUTES 45 SECONDS WEST, 201.56 FES'f;
BOU771 45 DEGREES 04:MINUTES 44 SECONDS EAST, 275.00 rEET;
SOUTH 44 DEGREES 551MINUTES 16 SECONDS WEST, 227.52 FEET;
NORTH 40 DEGREES 31: MINUTES 00 SECONDS WEST, 4,442.0 PERT'; T'RENC9,
NOR771 49 DEGREES 29:MINUTES 00 SECONDS BAST, 100.0 FEET;
WORTH 40 DEGT{ER9 31; MINUTES 00 SECONDS WEST, 50:0 FEET;
SOUTH 49 DEGREES 291MINUTES 00 SECONDS WEST, 100.0 FEET;
NORTH 40 DEGREES 311 MINUTES 00 SECONDS WEST, 54 0. 0 FEBT.TO 'THE
BRGINNING AND CONTAINING 70.0 ACRES, MORE OR LESS. '
SAID PROPERTY BEING. THE SAMS PROPERTY SHOWN AS TRACT 3 IN A SURVEY BY -
STUART Y. BENSON AND ASSOCIATES, FNTITLSD TOPSAIL GREENS, DATED APRIL
1930.
SA70 TRACT 3 IS SUBJECT TO THE FOLLOWING EXCEPTIONS:

�������IIIIN1111111111111111111111 YR P0�JJ1ill �pb�R00P
Page 8 OP IS
Exhibit A
. ,
1. UTILITY BASEMENTS AND BASEMENTS FOR INGRESS AND EGRESS TO TOPSAIL
GREENS COMILINITY ASSOCIATION, INC. RECORDED IN BOOK 757, PAGE 373,
PENDER COUNTY REGISTRY.
2. UTILITY EASEMENT TO SOUTHERN BELL TELEPHONE & TELEGRAPH RECORDED IN
BOOK 660, PAGE 212,:FEWER COUNTY REGISTRY.
3. RIGHTS OF OTHERS IN AND TO T1fE UNINTERRUPTED FLOW OF THE WATERS OF
SHEPH11RD'S BRANCH. '
4. PLAT OP A SURVEY BY WILLIAM L. COWAN, R.L.S., DATED MAY, 1904,
SHOWS POWER LINES AND POWER POLES LOCATED ON THE PREMISES.
'S. ANY MATTERS RELATING TO SAID TRACT 3 SHOWN ON MAPS OF 271E PROPERTY -
RECORDED IN THE FENDER COUNTY REGISTRY.
TRACT 4
TOPSAIL GREENS GOLF :COURSE
BEGINNING AT AN.EKISTING IRON ,PIPE AS LOCATED AT THE INTERSECTION OF
THE SOUTHERN LINE OF. SECON➢ARY lROAD 1563 (60 FOOT WIDE RIGHT OF WAY)
.'WITH THR-WESTERN LINE OF­7QNES�R0AD (60 FOOT WIDE RIGHT OF WAY) AS
BROWffiON A MAP ENTITLED. PLANTATION COUNTRY CLUB, .SECTION 2 AS RECORDED[
IN MAP BOO1C'12 AT PJGE 19 In -THE 'PENDER COUNTY REGISTRY, AND RUNS
TRENCH, FROM THE POINT OF 'BEGINNING ALONG ,TONES ROAD:
SOUTH 40 DEGREES 55 MINUTE9 16 SECONDS BAST, '290.50 PEET TO A'NRW IRON,
PIPE; THENCE, SOUTH.16 DEGREES 39 MINUTES 49 SECONDS EAST, 351.02 FEET
TO A NEW IRON PIPE, 'TRENCH, SOUTH 35 DEGREES 39 MINUTES 1B SECONDS'
EAST, 481.50 FRET; THENCE, '
SOUTH 24 DEGREES 06 MINUTES 10 SECONDS EAST, 73.47.FEET;
SOUTH 22 DEGREES 07'MINUTES 10 SECONDS EAST, 79.35 FRET;
SOUTH 09 DECREES O4,MINUTES 18 SECONDS EAST, 79.35 PEST/
SOUTH 03 DEGREES 55 MINUTES 42 SECONDS WEST, 79.35 FEET; .
SOUTH 17 DEGREES 01 MINUTE 42 SECONDS WEST, 79.35 FRET/
-
SOUTH 30 DEGREES O4 MINUTES 42 SECONDS WEST, 79.35 FEET;

��������� ��� ������ ��������f jgj t9y%JJ2 2014 oP
Pages 9 of 1 S
Exhibit A
SOUTH 43 DEGREES 09'MINUTES 42 SECONDS WEST, 79.35 FRET;
SOUTH 41 DEGREES 19 MINUTES 42 SECONDS WEST, 19.66 FEET;.
SOUTH 35 DEGREES 59 MINUTES 36 SECONDS WEST, 204.10 FEET;
SOUTH 37 DEGREES 01 !'LiNUTE 47 SECONDS EAST, 126.32 FEL•'7', THENCE, ALONG
PLANTAT'SON ROAD, SOUTH 52 DEGREES 55 MINUTES 26 SECONDS WEST, 658.97
FEET TO AN IRON PIPE; THENCE, NORTH 40 DEGREES 22 MINUTES 20 SECONDS.
WEST, 477. 05 FEET TO AN IRON PIPE; THENCE, NORTH 25 DEGREES 17 MINUTES
40 SECONDS EAST, 801.34 FEET TO AN IRON PIPE, THENCE, NORTH 45 DL•GREE'S
06 MINUTES 58 SECONDS WEST, 710.85 FEBT TO AN IRON PIPE; THENCE, NORTH
44 DEGREES 55 MINUTES 16 SECONDS EAST 202.95 FEET TO AN IRON PIPE,
THENCE, SOUTH 45 DEGREES 04 MINUTES d4 SECONDS EAST,'550.00 FRET TO AN; '
IRON PIPE; THENCE, NORTH 44 DEGREES 55 MINUTES 16 SECONDS EAST, 127.20
FEET TO AN IRON PIPE; THENCE, NORTH 20 DEGREES 22 MINUTES 44 SECONDS
WD•ST, 305.6 FEET, TO AN IRON PIPE, THENCR,•NORTH 00 DEGREES 54 MINUTES
14 SECONDS, WEST, 358. 73 FSLT TO A POINT IN THE RIGHT OF WAY OF N.C. '
SECONDARY ROAD 15631 THENCE, ALONG SAID RIGHT OF WAY NORTH 44-DEGREES'.;
55 MINUTES 16 SECONDS EAST 80.00 FEET TO THE POINT OF ➢EGINNING AND.
••CONTAINING 26.0.ACRES, MORE-OR•LESS. ,
SAID PROPERTY BEING THE SAME PROPERTY SHOWN AS TRACT 4 IN A SURVEY BY
STUART Y. BENSON AND. ASSOCIATES, ENTITLED TOPSAIL GREENS, DATED APRIL
2990.
SAID TRACT 4 IS SUBJECT TO T'HS FOLLOWING EXCEPTION➢'.
1. UTILITY EASEMENT' TO SOUTHERN BELL TELEPHONE & TELEGRAPH RECORDED IN
BOOR 660, PAGE 111, PRNDER COUNTY REGISTRY.
2. PLAT OF A SURVEY, BY WILLIAM L. COWAN, R.L.S., DATED MAY, 1994,
SHOWS POWER LIMBS AND POWER POLES LOCATED ON THE PREMISES.
3. ANY MATTERS RELAh'ING TO SAID TRACT 4 SHOWN ON MAPS OF THE PROPERTY
RECORDED IN THE PRNDRR COUNTY REGISTRY.•
TRACT 5
THE CENTERLINE OF A 50 FOOT WIDE RIGHT OF WAY ENTITLED TOPSAIL GREENS

-19-2014
-34.000
Pender CouItv. NC R.aister of B4319 P03 ujfu?hb1VROP
Page IU of I$
Exhibit A
DRIVE IS DESCRIBED AS FOLLOWS, BEGINNING AT A POINT IN 7711?
SOUTBOASTERN LIMB OF U.S. HIGHWAY #17 (100 FOOT.WIDE RIGHT OF WAY),
SAID BEGINNING POINT BEING LOCATED SOUTH 45 DEGREES 12 MINUTES 05
SECONDS WEST, 350. 09 FRET FROM AN IRON PUS WHICH MARKS THE
NORTHERNMOST CORNER Or TOPSAIL GREENS, AS SHOWN ON A MAP DATED OCTDIIER
31, 1906 BY HOB➢S & ASSOCIATES, AS RECORDED IN BOOR 22 AT PAGE 143 01'
171B FENDER COUNTY REGISTRY, AND RUNS Tl1ENCE, FROM SAID BEGINNING POINT,
ALONG THE CENTERLINP3 OF TOPSAIL GREENS DRIVE (50 FOOT WIDE RIG11T OF
WAY) SOUTH 44 DEGREES 47 MINUTES 55 SECONDS EAST, 200.00 FEET I'D A
POINT AT 174E P.C. OF A CURVE TO THE LEFT, WHICH SAID CURVE HAS A RADIUS
OF 400.47 FEET WIT11 AM ARC LENGTH OF 242.32 FEET) THENCE, ALONG A
TANGENT, SOUTH 79 DEGREES 28 MINUTES 05 SECONDS EAST, 110.39 POST TO A.'
".POINT AT 1718 P.C. ON A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS
OF 425. 92 FEET WITH M ARC LENGTH OF 290. 67 PEET) THENCE, A TANGENT,
SOUTH 40 DEGREES 21 MINUTES 59 SECONDS BAST, 1,302.18 FEET 1'O A POINT
AT TIIE P.C. OF A'CUR,VE TO THE RIGHT, SAID CURVE IIAVINO A RADIUS OF
311.77 FEET WITH AN MC LENGTH OF 326.49 FRET) THENCE, A TANGENT, SOUTH
19 DEGREES 38 MINUTES 01 SECONDS WEST, 125.57 PERT TO A POINT AT 771E
P,C. OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS, OF 310.0 FEE1':
: 'WITH AN ARC LENGTH OF 297.50 FEEL) THENCE, A TANGENT, SOUL 35 DEGREES
.21 MINUTES 59, SECONDS EAST,. 125:57 FEET TO Tl1E P.C. OF A CURVE TO 7'719
.LEFT, .SAID CURVE HAVINQ,A RADIUS OF 1, 616.31 FEEL' WITH AN ARC LENG7'ff OF
564; 2q-FEE'lq THENCE, 4A TANGENT, SOUTH 55 DEGREES 21 MINU77i5 59 SECONDS_
'} RAST,•-146.20 FEET TJ THE P.C. OF A CURVE'TO THE LEFT, SAID CURVE HAVING
A RADIUS OF 310.0 FEET WITH AN ARC LENGTH OF 200. 19 FEET TO A POINT
7712NCB, A TANGENT, NORTH 07 DEGREES 30 MINUTES O1'SECOND EAST, 130. 06
FEET TO A POINT AT THS P.C. OF A CURVE TO THE RIGHT, SAID CURVE HAVING
A RADIUS'OF 310.16 FEET AND AN ARC LENGTlf OF 282. 65 FEET) THENCS, ALONG
A TANGENT, SOUTH 40 DEGREES 09 MINUTES 56 SECONDS EAST, 600.81 FEET 7'O
:) A POINT AT THE P.C. OP A CURVR TO THE LEFT, SAID CURVE HAVING A RADIUS
OF 404.52 FRET WITH M ARC LENGTH OF 240.63 FEET TO A'POINT AT THE
TERMINUS OF SAID 50 FOOT WIDE RIGHT OP WAY AND SAID POINT ALSO DEING
THE P.C. OF A REVERSE CURVE TO THE RIGHT WHICH HAS A.60 roar won RIGlTl'
OF WAY (30 FOOT EACH SIDE CENTERLINH)• THENCE, ALONG THE CENTERLINS OF
SAID CURVE TO T71E RIGHT, SAID CURVE HAVING A RADIUS OF 347.28 FEET WITH
AN ARC LENGTH OF 227.74 FEET TO A POINT, THENCE, ALONG A TANGENT, SOUTH
40 DEGREES 50 MINUTES 57 SECONDS EAST, 600.0 FEE7'.TO THE TERMINUS OF

34
000
6 of
Pander Countv. NCI�Renister of Deeds paqe 64319 P03423111. hb)PROP
Page Ll Or 16
Exhibit A
SAID 60 1007' BASEMENT.
SAID RRAL PROPERTY IS THE SAME PROPERTY SHOWN AS TRACT 5 ON A SURVBY,DY
STUART Y. DENSON AND ASSOCIATES,RNTITLBQ TOPSAIL GREENS, DATED APRIL
1990.
SAID TRAMP 5 IS SUBJECT TO 771B DECLARATION OF COVENANTS, CONDI'1'1'ONS AND
RESTRICTIONS FOR TOPSAIL CREWS RECORDED IN BOOK 663, PACE 212, PENDER
COUNTY REGISTRY, AND TO AMENDMENTS THERISTO RECORDED IN BOOK 602, •PAGE
195, AND BOOK 757, PACE 377, PRNDER COUNTY RRGIS7RY AND TV THE RIGHTS
OP OWNERS OF LOTS IN TOPSAIL CREWS SU➢DIVISION, AS SHOWN .ON PLATS
RECORDED IN TIDt PENDER COUNTY REGISTRY., AND THL' PU➢LIC, TO USB SAID
PROPERTY FOR INGRESS AMC) EGRESS. THIS CONVEYANCE INCLUDES TI12 RIGHTS
AND OBLIGATION OF TljZ GRANTOR TO REPAIR AND -MAINTAIN SAID TOPSAIL
GREENS DRIVE LOCATE4 WI7717N TAACT 5. BY ACCEPTANCE OF THIS DEED OP
CONVEYANCE THE ClUINTRE HEREIN ASSUMES FROM THE GRANTOR AND AGREES 7'O DE
RESPONSIBLE FOR THS:REPAIR AND MAINTENANCE OF SAID TOPSAIL GREENS DR1'V/S
LOCATED WITHIN TRACT 5.
SAID TRACT 5 IS BUB.TECT TO 771H FOLLOWING EXCEPTIONS. ,
• 1. UTILITY EASHMWtS AND EASEMENTS FOR INGRESS AND EGRESS TO TOPSAIL
GREENS CONNUNITY ASSOCIATION, INC. RECORDED IN BOOK 757, PAGE 373,
PEND17R COUNTY REGISTRY.
I
2. UTILITY RASB'MGNT TO SOUTHERN BELL TRLBPHONR B TELEGRAPH RECORDED IN
BOOK 660, PAGE 111, iPENDER COUNTY REGISTRY.
3. 7tICH1'9 OP OTHERS IN AND TO TnG UNINTERRUPTED FLAW OP TNR WATERS OF.
SHRPHARD'S BRANCH.
9, PLAT OF A SURVEY BY WILLIAM L. COWAN, R.L.S., DATED MAY, 1904,
SHOWS POWER LINES AND POWER POLES LOCATED ON THE PREMISES.
S. ANY MATTERS RELATING TO SAID TRACT' 5'SHOWN ON MAPS OF THE PROPERTY
RECORDED IN 711E PBNDBR COUNTY REGISTRY.

02 19 2014
P��der Countv. NC Reaisti�er of Deeds paqe B4319 PO3434-of o g34 00P
Page lz of ,S
Exhibit A
6. TRACT 5 IS SUBJECT TO ALL MATTERS SHOWN ON A PLAT RECORDED IN BOOR
22, PAGE 33, AND MAP BOOK 22, PAGE 143, PENDER COUNTY REGISTRY, AND ANY
AMENDMENTS THERETO RECORDED IN SAID REGISTRY, INCLUDING THE EXfSTENCE
OF UTILITY EASEMENT'S RESERVED TO CHAMPION HOME COMMUNITIES, INC.
TRACT 6
THE CE'NTRRLINE OF PROPERTY 60 FEET IN WIDTH, WHICII 60 ROOT WIDE RIGHT
OF WAY IS DRSCRIBED.AS FOLLOwSr
BEGINNING AT A POINT IN THE NORTHWESTERN LINE OF NORTH CAROLINA
SECONDARY RQAD 111563, SAID POINT BEING LOCATED SOUTH 45 DEGREES 04 .
MINUTES 44 SECONDS EAST, 3 0. 08 FEET FROM AN IRON PIPE LOCATED AT THE
INTERSECTION OF THE:NORTHWESTERN LINE OF SAID SECONDARY ROAD 1563 WITH
THE WESTERN LINE OF: THE R.W. ROBERTS TRACT AND THE EASTERN LINE OF 'THE
TOPSAIL GREENS TRACT, AND RUNS THENCE, FROM THE SAID BEGINNING POINT, ;
NORTH 40 DEGREES 55;MINUTES 57 SECONDS WEST, AND PARALLEL TO SAID
ROBERTS LINE 3,274.38 FEET TO THE POINT OF TERMINUS OF SAID EASEMENT.
SAID PROPERTY IS THE SAME PROPERTY SHOWN AS TRACT 6 ON A SURVEY BY
STUART Y. BENSON AND ASSOCIATES, ENTITLED TOPSAIL GREENS, DATED APRIL
I990,
SAID TRACT 6 IS SUBSE•CT TO THE FOLLOWING EXCEPTIONS,
1. UTILITY EASEMENT TO SOUTHERN BELL TELEPHONE i TELEGRAPH RECORDED IN.
BOOK 66B, PAGE 111,'PENDER COUNTY REGISTRY.
2. RIGHTS OF OTHERS IN AND TO THE UNINTERRUPTED FLOW OF THE WATERS OF
SHEPHARDIS BRANCH. i
3. PLAT -OF A SURVEY BY WILLIAM L. COWAN, R.L.S., DATED MAY, 19114,
SHOWS POWER LINES AND POWER POLES LOCATED ON THE PREMISES.
d. ANY MATTERS RELATING TO SAID TRACT 6 SHOWN ON MAPS OF THE PROPERTY
RECORDED IN THE PENbER COUNTY REGISTRY.

IIIIII IIIIIIIIIIIII IIIIIIIIIIII IIIIII B4319 f p 441161220g.34. Goo
Fender County. NC Reo1sler of Deeds ROP
oaae 15 of 17
POOe 13 Of i5
Exhibit A
5. TRACT 6 IS SU➢JGC'I TO THE RIGHT'S OP TNP PUDLIC IN AND TO TNli Uu^➢ OP'
JONES ROAD.
TRACT 7
A 60 FOOT WIDE RIG11j' UP WAY ENTITLED,T'OPSAIL PLANTATION ROAD AS5110{VN
ON A NAP OFTOPSAILpEND ;PLANTATION, LOTS 1-26 AS SHOW IN MAP BODE i6 AT
PAGE 73 IN 771E 1iNDER COUNTY REGISTRY.
SAID PROPERTY IS 7'NE SAME PROPERTY SHOWN AS TRACT 7 ON A SURVEY BY
STUART Y. BENSON AND ASSOCIATES, ENTITLED TOPSAIL CREENS, DATED APRIL
1990.
SAID TRACT 7 IS SUBJECT TO 771E FOLLOWING EXCEPTIONSz
1. UTILITY EASEMENTS AND EASEMENTS FOR 1'NGRESS AND EGRESS TO TOPSAIL
GREENS COMMUNITY ASSOCIATION, INC. RECORDED IN BOOK 757, PAGE 373,
: PNNDSW COUNTYREGISTRY.
...2, UTILITY EASEMENT' TO SOUTHERN BELL TELEPlioNg & TELEGRAPH RECORDED IN
BOOK 660, PAGE 111, 'PENDER COUNTY REGISTRY.
3. ANY MATTERS RELATING TO SAID TRACT 7 SHOWN ON MAPS OF 7'11B PROPERTY
RECORDED IN 27W PEM MR COUNTY
REGISTRY.
9. TRACT 7 IS SUB'T&CT TO 27IR•RIGHTS OF THE PUBLIC IN AND TO 2-I1E USE OP
TOPSAIL PLANTATION MAD.
5. ALL MATTERS SIIOWN. ON PLATS RECORDED IN BOOK 22, PAGE 33, AND BOOR'
22' PACE 143, PRNDER COUNTY REGISTRY, AND ANY AMENDMENTS THERETO,
INCLUDING THE EXISTENCE OF UTILITY EASEMENTS RESERVED TO CHAMPION 110.ME
COMMUNITIES, INC.
TRACT 0
AN EASEMENT AND RIGHT OP WAY POR PEDESTRIAN AND COLD CART TRAPPIC IN,

IIIIII IIIII I IIII III VPROP
IIIIIIII IIIIIII III Sharon LearB4379 P034 W 1 a0 hb.000
Pander County, NC Register of Deeds page 16 of
Page 1`1. of IS
Exhibit A
OVER, ACROSS AND T11$OUGH TIfAT CERTAIN TRACT OF LAND SHOWN AS TOPSAIL
DRIVE LOCATED IN TOPSAIL TOWNSHIP, PENDER COUNTY, NORTH, CAROLINA,
DESCRI➢ED AS FOLLOWS. ,
A 20-FOOT WIDE PEDESTRIAN CROSSING EASEMENT WHICH CROSSES CHAMPION
DRIVE, AS SHOWN ON MAPS OF TOPSAIL GREENS RECORDED IN THE FENDER COUNTY
REGISTRY, LOCATED AS FOLLOWS: '
THE CENTERLINE OF SAID EASEMENT IS LOCATED SOUTHWARDLY 60 FEET FROM T14E
INTERSECTION OF- THEj CENTERLINE OF TOPSAIL GREENS DRIVE WITH THE
CENTERLINB OF CHAMPION DRIVE AS MEASURED ALONG THE CENTERLINE OF
CHAMPION DRIVE. THE; CENTERLINE? OF SAID EA8FJRWTS RUNS AT RIGli7''ANGLES
" WITH. THE RIG11T 08 WAY OF CHAMPION DRIVE AND TOPSAIL GREENS DRIVE. SAID
EASEMENT IB SHOWN XjV A SURVEY BY STUART Y. BENSON AND ASSOCIATES
ENTITLED TOPSAIL GREENS, DATED APRIL 1990, WHICH SURVEY IS INCORPORATED
HHRBIN BY REFERENCEI FOR A MORE PARTICULAR DESCRIPTION.
TRACT 8 IS THE SAME; EASEMENT RESERVED TO CHAMPION HOME COMMUNITIES,
INC. IN PARAGRAPH 2!OP THAT SECOND SUPPLEMENTAL DECLARATION OF
COVENANTS, CONDITIONS AND.RESTRICTIONS FOR TOPSAIL GREENS RECORDED IN
BOOK 757 AT PAGfi 377 IN THE PENDER COUNTY REGISTRY.
SAID TRACT 8 IS SUBJECT TO THE FOLLOWING EXCEPTIONS,
1. UTILITY EASEMENT TO SOUTHERN BELL TELEPHONE k TELEGRAPH RECORDED IN
BOOK 668, PACE 111,!PENDER COUNTY REGISTRY.
2. ANY MATTERS RELdTING TO SAID TRACT 8 SHOWN ON MAPS OF Trim PROPERTY
RECORDED IN THE PENDER COUNTY REGISTRY.
3. TRACT 0 IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND
RESTRICTIONS FOR TOPSAIL GREENS RECORDED IN BOOK 633, PAGE 212, PENDER
COUNTY REGISTRY, AND TO AMENDMENTS THERETO RECORDED IN BOOK 681, PAGE
195, AND BOOK 757, PAGE 377, PENDER COUNTY REGISTRY.
9. TRACT 8 IS SUBJECT TO THE RIGHTS OF THE PUBLIC IN AND TO TTIE USE OP
CHAMPION DRIVE.

�Pander Contv. 1N1C 1ReqisJter 11o{ Sharo Lear Wiil ughbYPROP
Page 'S of 1$
.... .:. _....: Exhibit A
Tur TRACTS 1 TRROUGH a DESCRIBED HEREIN 4EING A PORTION OF THE PROPERTY
CONVEYED 2'0 CIIAMPION ROME COMMUNITIES, INC, BY DEED RECORDED IN BOOK
63d AT PAGE 133 IN THB PENDER COUNTY REGISTRY.
TRACT 9
BEGINNING AT AN IRON PIPS THAT AIARICS THE NORTIJEAST CORNER OP'LOT 170 OF
TOPSAIL GREENS AND RUNS THENCE.ALONG THE NORTHERN LINE OF THE COMMON
AREA, NORTH 85 DEGREES 30 MINUTES 36 SECONDS, EAST 222.36 FEET TO A
POINT WHICH MARKS THE NORTHWEST CORNER OF LOT 100 OF TOPSAIL GREENS/
a'NENCE, A NEW LINE, SOMI 60 DEGREES 35 MINUTES 36 SECONDS WEST, 126.50
FEET TO AN IRON PIPET THENCE, A NEW LINE, NORTH, 60 DEGREES 06 MINNI'ES
1a SECONDS WEST, 120 FEET TO T11E POINT OF BEGINNING, AND CONTAINING
5926 SQUARE FEET, MORE OR LESS.
IRACT 9 IS 221R PROPERTY CONVEYED TO HIDBO NISR1N0 BY DEED RECORDED IN
BOOK 078, PAGE 283 OF THE PENDER COUNTY REGISTRY AND LIES ADJACENT TO
AND SOUT11 OF HOLE #16 OF THE TOPSAIL GREENS GOLF'COURSB AND INCLUDES
2I1B AREA WHERE THE CART PATH TRAVERSES SOUTH OF THE GOLF COURSE 11OLa'
1116.
Less and except from Tract 1 all of Lots 229, 230, 231 and 232 of
Topsail Greens as shown on map recorded in Map Book 22 at Page 143
of the Pender County Registry, reference to vhich said map is
hereby made for a more particular description of the exception.
LESS AND EXCEPT: Lying and being in Topsail Township, Pender County, North
Carolina and more particularly described as follows:
Tract 1. Being all of Lot 1 as shown on map of recombination and subdivision for
Topsail Greens Golf Club recorded in Map Book 46 at Page 24 of the Pender County
Registry, reference to which said map is hereby made for a more particular
description.
Tract 2. Being all of Lot 2 as shown on map of recombination and subdivision for
Topsail Greens Golf Club recorded in Map Book 46 at Page 24 of the Pender County
Registry, reference to which said map is hereby made for a more particular
description.
Tract 3. Being all of Lot 27, containing 0.55 acres (after recombination) as shown on
map of recombination and subdivision for Topsail Greens Golf Club recorded in
Map Book 46 at Page 24 of the Pender County Registry, reference to which said map
is hereby made for a more particular description.
Tract 4. Being all that certain real property adjoining, contiguous with and lying on
the Northeast side of Topsail Greens Drive and adjoining and contiguous with that
parcel of property described by Pender County Tax Parcel IdentificationNumber'
4214-23-2200-0000 (a 14.74 acre parcel). I ,

Iml
w 8 I u(J) ►°l
NORTH CARObNA
Department of The Secretary of State
�a1� a�►S �QiICC�tur�
valid (no ChWW5
is akov w- /Sr��c�VtQ
CERTIFICATE OF FOREIGN LIMITED PARTNERSHIP
i JJ
I, ELAINE F. MARSHALL, Secretary of State of the State of North Carolina, do
hereby certify that
Signature Top Sail NC Ltd
DBA
Signature Top Sail NC, Ltd. LP
a limited partnership organized under the laws of Texas, having filed on this date an
application conforming to the requirements of the General Statutes of North Carolina, a copy
of which is hereto attached, is hereby granted authority to transact business in the State of
North Carolina.
IN WITNESS WHEREOF, I have hereunto
set my hand and affixed my official seal at the
City of Raleigh, this 9th day of January, 2014
Secretary of State
DocumaM Id: C201336400123

Date Filed: 1/9/2014 9:36:00 AM
Elaine F. Marshall
North Carolina Secretary of State
State of North Carolina
Department of the Secretary of State
APPLICATION FOR REGISTRATION
AS A FOREIGN LIMITED PARTNERSHIP
Pursuant to §59.902 of the General Statutes of North Carolina, the undersigned hereby submits this application
for Registration as a Foreign Limited Partnership for the purpose of obtaining a Certificate of Authority to
transact business in this State.
1. The name of the foreign limited partnership is: AnnoAi✓G 70-v tf4ii NCr &A'd
2. If the name of the foreign limited partnership is unavailable for use in the State of North Carolina, the name the
limited partnership wishes to use is: Signature Top .Sail NC. Ltd. LP
(The name must contain the words "Limited Partnership," or the abbreviation "L.P." or "LP," or the combination
"Ltd. Partnership".)
3. The Jurisdiction in which the liniito� p hip was formed Is r6iw
andtthe, date of formation was /d 00 The limited partrietship's period of duration is
4. The street address of the principal office is:
Number and Street: Vd67 1>rr6k, De.
City: {I� It" State: oWC. ZipCode:4'NIA County: 11(eA1114woIV
The mailing address, if dWerent from the sired address, of the principal office:
Telephone: 7/3 • 4?7S• G2 %Z.
Number and Street: 9337 e &?4e 6M#;eU'"d 77
City: State: 7K Zip Code: 770— e{ County: avr'13
5. Name of Registered Agent: tJeh rrr 4 Po lu 6 dn3 .
6. Address of Registered Agent's Office:
Number and Street: (M07 Pecbit iNy.
City: ..M (rho Y" _ State: NC Zip Code: 018y/A County: 1VCW 1 o no ✓C"
The mailing address, 1fdWerentfrom the street address, of the registered office:
Number and Street:
City: . State: NC
NOTES:
Mlle` fee is s5a This doeumeat most be Ned with the Secretary of State.
Zip Code: County: .
CORPORATIONS DIVISION P.O.BOX 29622 RALEIGN, NC 27626.06222
(Revised August, 2013) Page 1 Form LP-04

7. In consideration of the issuance of a Certificate of Authority to transact business in North Carolina, the limited
partnership appoints the Secretary of State of North Carolina as the agent to receive service of process, notice or
demand, whenever the foreign limited partnership fails to appoint or maintain a registered agent in this State, or
whenever such registered agent cannot with reasonable diligence be found at the registered office.
8. (Optional): Please provide a business e-mail address: privacy Redaction
The Secretary of State's Office will e-mail the bull erLim numnss-prvvquW ax ,v UTR]179� aJ
document is filed. The e-mail provided will not be viewable on the website. For more information on why this
service is being offered, please see the instructions for this document.
9. Enter the name and address of each general partner: (attach additional sheets if necessary)
Name�r70jziu'l�� LLL'
Street/No. 7U efa7 Ad4.416xLt.CLlJ
Cityj'
StatcM r 7%OZ'E
10. Limited Partners (select I or 2, as appropriate)
❑ Attached Is a list of the names and addresses of all limited partners (include full namelstreet
address/city/state/zip code/county); or
Ly The location of the office where list of the names and addresses of the limited partners and their capital
contributions will kept be as long as the limited partnership transacts business in North Carolina is
Number and Street: y0074,41C err•
City: !06"r 7iin State: NC Zip Code:4P,//Z- County: ,)o✓f-1
I1• (Select one)
❑ The foreign limited partnership Is a foreign limited liability limited partnership.
19The foreign limited partnership is not a foreign limited liability limited partnership.
12. This registration will be effective upon filing, unless a future date and/or time is specifie&,
,5/6NArvxG TPJA/t— 11C, LTD
Ty orprinted name
-
r 1 l
ignet Jcnn%fii 1i//.,,K wras
/ t/ki4f1• d aU f zj&,T0r'(f BP; 11C
Title �� pQ eel
NOTES:
Musa in MS50. This doeumeof mist be Ned with the Sanitary of State.
CORPORATIONS DIVISION P.O.ROX 29622 RALEIGH, NC 27626.06222
(Revised August, 2013) Page 2 Form LP-04

CL%6-7s m r5)
STATEMENT OF UNANIMOUS CONSENT OF MEMBERS
(In Lieu of Organizational Meeting of Members)
OF ECEIVEW1
in
SIGNATURE 'TOP SAIL GP, LLC I APR 10 2014
By:_ —_____—
The undersigned, being all of the members of SIGNATURE: TOP
SAIL GP, LLC, hereinafter referred to as the "Company", do
hereby consent that when this Statement of Unanimous Consent or
an exact counterpart thereof is signed, the following
Resolutions shall then be deemed to be adopted to the same
extent, and to have the same force and effect, as if adopted at
a formal organizational meeting of the Members of the Company,
duly called and held for the purpose of acting upon the proposal
to adopt such Resolutions.
RESOLUTION NO. 1. Certificate of Formation.
BE IT RESOLVED, that a duplicate original of the
Certificate of Formation of the Company and the Certificate
of Filing issued by the Secretary of State of the State of
Texas on December 6, 2013, be inserted in the Minute Book
of the Company.
RESOLUTION NO. 2. Company Agreement.
BE IT RESOLVED, that the Company Agreement, which has been
executed by all of the Members of the Company, is hereby
approved and adopted as the Company Agreement of the
Company.
RESOLUTION NO. 3. Election of Managers.
BE IT RESOLVED, that the following named persons be and are
hereby appointed and elected as Managers of the Company:

Name
JENNIFER POLLAK EVANS
MICHAEL H. POLLAK
BE IT FURTHER RESOLVED, that each of the aforesaid Managers
of the Company is hereby authorized and instructed to
perform the duties prescribed by the Company Agreement of
the Company.
RESOLUTION NO. 4. Seal.
BE IT RESOLVED, that the Company have a seal in the form of
two concentric circles surrounding a five pointed star and
the name "SIGNATURE TOP SAIL GP, LLC" written around such
concentric circles; that the Managers of the Company are
hereby instructed to procure a device for imprinting such
seal; and that an impression thereof shall be affixed in
the margin of this Statement of Unanimous Consent, which
impression shall evidence conclusively that the same is the
seal hereby adopted.
RESOLUTION NO. 5
Form of Member Certificate.
BE IT RESOLVED, that the interests of the Members of the
Company shall be evidenced by certificates conforming to
the requirements of the Texas Business Organizations Code;
that the Managers of the Company are hereby authorized and
instructed to procure a supply of such certificates for
issuance from time to time as may be required; and that the
Managers are further directed to insert such form of
certificate in the Minute Book of the Company following
this Statement of Unanimous Consent as Exhibit "A" hereto,
such insertion to evidence conclusively that same is the
form of member certificate hereby adopted.
RESOLUTION NO. 6. Fiscal Year.
BE IT RESOLVED, that the fiscal year of the Company shall
end on December 31 of each year.
RESOLUTION NO. 7. Authorize Issuance of Certificates for
Membership Interest Units.
WHEREAS, the following Members of the Company have
contributed cash (or property of agreed value) to the
capital of the Company in exchange for Membership Interest
2-

Units in the Company as follows:
Name Contribution
Jennifer Pollak Evans $1,000.00
Michael H. Pollak $1,000.00
hip
1,000
1,000
BE IT RESOLVED, that the Managers of the Company are
authorized and. instructed to issue Membership Interest Unit
Certificates to the aforesaid Members to evidence their
respective ownership of Membership Interest Uni s.
RESOLUTION NO. 8. Establish Bank Account.
BE IT RESOLVED, that the Managers of the Company are
authorized and directed to open a bank accoun in the name
of the Company; and
BE IT FURTHER RESOLVED, that the Managers ofl the Company
are authorized and directed to execute such signature cards
and other documents in connection with such a count as may
be necessary or advisable and to certify to th adoption of
the appropriate resolutions relating to such ac.ount.
DATED: December 6, 2013.
IICQL 411b.CIA
_nf�� 11'lA
Jenifer
Mic
3-
)ollak LAAans
H. Pollak