SW8140416_HISTORICAL FILE_20140703 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 14 04 16
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 l'} 07 03
YYYYMMDD

PIMA
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
July 3, 2014
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:
John E. Skvarla, III
Secretary
The Wilmington Regional Office received a complete, State Stormwater Management Permit Application for Wyndwater
Phase 2 on July 1, 2014. 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 July 3, 2014, for the construction, operation and maintenance of the BMP's and
built -upon area associated with the subject project.
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
stormwater 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 filed with the OAH within thirty (30) days of
receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee is required)
and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-
3000, or visit their website at www.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].
Since ly,
a2 Tracy Davi .E., Director
Division of Energy, Mineral and Land Resources
GDS/kpj: G:IWQ&aredlStormwaterlPermits & Projects12O141140416 HD12O14 07 permit 140416
cc: Garry Pape, PE
Inspector, Pander 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. SW8140416
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
rulesl 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
This permit is effective only with respect to the nature and volume of stormwater described in the application
and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described in
Section 1.6 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.311,472 square feet of impervious area.
3. The subdivision is permitted for 55 lots, each allowed a maximum of 4,500 square feet of built -upon area.
4. The maximum built -upon area allowed for the entire subdivision is 311,472 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
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:
21.7
Onsite, ft2:
947,143
Offsite, ft2:
0
b. Total Impervious Surfaces, ftz:
311,472
Onsite, ftz:
311,472
Offsite, ft2:
0
C. Average Pond Design Depth, feet:
4.0
d. TSS removal efficiency:
90%
e. Design Storm, inches:
1.5
I. Permanent Pool Elevation, FMSL:
20.50
g. Permitted Surface Area @PP, ft2:
28,779
h. Permitted Temporary Storage Volume, ft3:
42,875
i. Temporary Storage Elevation, FMSL:
21.80
j. Predevelopment 1 yr-24 hr, discharge rate, cfs:
21.74
k. Controlling Orifice:
3.5"0 pipe
I. Orifice Flowrate, cfs :
0.21
M. Permanent Pool Volume, ft3:
102,545
n. Forebay Volume, ft3:
22,150
0. Maximum Fountain Horsepower:
113
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
1. 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.
2. 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.
3. 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.
4. 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 (0&M) 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

State Slormwater Management Systems
Permit No. SW8140416
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 1/3.
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
1. This permit is not transferable to any person or entity except after notice to and approval by the Director.
The permittee shall submit a completed and signed Name/Ownership Change Form, accompanied by the
supporting documentation as listed on the form, to the Division of Energy, Mineral and Land Resources at
least 60 days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in whole or in part, except
in the case of an individual lot sale that is made subject to the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property Owner's Association,
subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
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.
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. SV/8 140416
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.
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.
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 dale of this
permit. The renewal request must include the appropriate documentation and the processing fee.
Permit issued this the 3b day of July 2014.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
' :��04
rTracy Davis, . ., 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. SN18 140416
Wyndwater — Phase 2
Stormwater Permit No, SW8 140416
Pender County
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. SN18 140416
Certification Requirements:
Page 2 of 2
The drainage area to the system contains approximately the permitted acreage.
_2. The drainage area to the system contains no more than the permitted amount of built -upon area.
_3. All the built -upon area associated with the project is graded such that the runoff drains to the
system.
_4. All roof drains are located such that the runoff is directed into the system.
_5. The outlet/bypass structure elevations are per the approved plan.
_6. The outlet structure is located per the approved plans.
_7. Trash rack is provided on the outlet/bypass structure.
_8. All slopes are grassed with permanent vegetation.
_9. Vegetated slopes are no steeper than 3:1.
_10. The inlets are located per the approved plans and do not cause short-circuiting of the system.
_11. The permitted amounts of surface area and/or volume have been provided.
_12. Required drawdown devices are correctly sized per the approved plans.
_13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, 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, Pender County Building Inspections
Page 8 of 8

General Data: Impervious, Drainage Area and Volume
PROJECF NUMBER: SWB
140416
Reviewer:
K Johnson
DRAINAGE BASIN:
Cape Fear
Current Date
3-Jul-14
Original Run Date:
2-Jun-14
DA Number
1
2
3
4
5
6
7
8
9
10
BMP Type
Wet Pond
No BMPIn
DA
NOBMPIn
DA
NODMPIn
DA
No BMPIn
DA
No BMPIn
DA
No BMPIn
DA
No SMPin
DA
NOBMPin
DA
NOBMPIn
DA
Receiving Stream
Mullet Run
Stream Index
18-87A1
Class
Orw 12 mile
Impervious Area
Proposed Impervious (ALL IMPERVIOUS), Total, ft':
311.472
0
0
0
0
0
0
0
0
0
Onsite Buildings
247,500
Onsite Streets
46,681
Onsite Parking
0
Onsite Sidewalks
\1 14
Onsite Other
Future
O
Offsite
Existing
a w ule
Onsite Buildings
0
0
0
0
0
0
0
0
0
0
Onsite Streets
Onsite Perking
Onsite Sidewalks
Onsite Other
Future
Offsite
Existing
Draina a Area
311,472
947,143
0
0
0
0
0
0
0
0
0
Drainage Area, Total, ftp:
Onsite, ft2:
947,143
Offsite, ft2:
0
Onsite, ft°:
I e Are7ft�2:
0
0
0
0
0
0
0
0
0
0
Offsite, ft°:
Proposed DA (Being Added By Mod)947,143
Drainage Area, Subject to Old Rule, ft0
0
0
0
0
0
0
0
0
0
Drainage Ares, Subject to New Rule,
947,143
Percent Impervious Overall, per DA:
32.89%
Volume Required: Simple Method
Volume Required, Old Rule, fte:
Rv%m De iopmem, Old Rule:
Design Storm, Old Rule, in:
Volume Required, New Rule, fts:
40.960
Rvpmoeseiopmem, New Rule:
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
Rvvne De eiopmem. New Rule:
0,35
P, Design Stonn, s., in:
1.5
1.5
1.5
1.5
1.5
1.5
1,5
1.5
1.5
1.5
P, Design Slorm,pe,,,, in:
Subject to SA? (y or N)
N
Volume Required,,s., ft3:
40,960
Volume Required,Me,,,, fts.
0
Volume Required, Total (Old +New) Rule, fts:
40,960

Wet Ponds
PROJECT NUMBER: SW8 140416
Reviewer: K Johnson
DRAINAGE BASIN: Cape Fear
Current Data 3-Jul-14
Original Run Date: 2-Jun-14
DA Number
1
2
3
4
5
6
7
8
9
10
BMP Type
Minimum Surface Area
%' impervious
Wet Pond
32.0 %
No BMP in
DA
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP In
DA
Lower Impervious
30.0%
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUE!
#VALUE!
#VALUE!
Upper Impervious
40.0%
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUE!
#VALUE!
#VALUE!
#VALUEI
TSS 85 or 90 :
90
Lower SA/DA
2.7
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUE!
#VALUE!
#VALUEI
#VALUEI
Upper SA/DA
3.51
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUE!
#VALUE!
#VALUEI
#VALUE!
SA/DA ratio
29
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUE!
#VALUE!
#VALUEI
#VALUEI
PP Surface Area red,ff:
27,759
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUE!
#VALUEI
#VALUEI
#VALUE!
Storage Calculations
Elevation Bottom of Sediment excavated de th ,fmsl:
15.00
Elevation, Top of Sediment bottom pond/deigned bottom ,fmsl:
16.00
Elevation Bottom of shelf, fmsl:
20.00
Elevation Permanent Pool, fmsl:
20.50
Elevation Top of Shelf, fmsl:
21.00
Elevation, Temp. Pool, fmsl:
21.80
Area, Top of Sediment bottom pond/designed bottom), It':
11,275
Area, Bottom of Shelf, ft':
24,897
Area, Perm Pool, f12:
28,779
Area, Top of Shelf, fe:
32,830
Area, Temp.Pool, fe:
35,852
Volume Provided (Temp Pool), DWO Calculated, A':
42,875
0
0
0
0
0
0
0
0
0
Volume Provided (Temp Pool), Pmvided per Consultant, fl':
42,875
'
Volume Required 'Temp P001), DWD Calculated, It''.
40,960
Consultant Provided Enough Volume?
Y
Average Depth Option 1 or Option 2 Enter 1 or 2?
2
Average Depth Provided, ft:
4.0
Average Depth - OPTION 1 -, DWO Calculated, If
3.56
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
Average Depth - OPTION 2 -, DWO Calculated, It
Forebay Volume
Permanent Pool Volume, ft3:
3.5
102,545
#DIV/01
0
#DlV/01
0
#DIV/01
0
#DIV/01
0
#DN/01
0
#DIV/01
0
#DIV/01
0
#DIV/01
0
#DIV/01
0
Foreba Volume, Required. 113:
20,509
0
0
0
0
0
0
0
0
0
Forebay Volume, Provided, 113:
22,150
Percent of Permanent Pool (18.22%Is Target):
Drawdown
Av g era a Head ff:
22%
0.38
#DIV/01
0.00
#DIV/01
0.00
#DIV/01
0.00
#DIV/01
0.00
#DIV/01
0.00
#DIV/01
0.00
#DIV/01
0.00
#DIV/01
0.00
#DIV/01
0.00
Average Flow 02, f13/sec',
0.237
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUE!
#VALUEI
#VALUE!
Average Flow 0s, ff'/sec:
0.095
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUE!
#VALUE!
#VALUEI
#VALUEI
02 Area, in':
11.429
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
O5 Area, in2:
4.572
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUEI
#VALUE!
#VALUE!
#VALUE!
No. of Orifices
1
Orifice Diameter, in:
3.50
Orifice Area, in2:
9,621
0.000
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/OI
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
Weir L, Effective Length, ft:
-0.077
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0,000
Average Orifice Flowrate, DWO Cato (Dow) 8'/sec:
0.200
0.000
0,000
0.000
0,000
0,000
0.000
0.000
0.000
0.000
Average Orifice Flowrate, Reported (On,.,) ft'/sec:
Average Orifice Flowrate is Adequate? Set Range in Catc
Runoff Coefficient Cc:
0.250
0.250
0.250
0.250
0.250
0,250
0.250
0.250
0.250
0.250
1 yr 24 hr rainfall depth, in:
1 yr 24 hr Intensity (1) 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), ft3/sec:
0.000
Avg. Orifice flow<Pre O?
N
Drawdown, days:
Pump
Max HP:
2.38
1/3
N/A
N/A
N/A
N/A
N/A
I N/A
I N/A
N/A
N/A

Bat Sediment
Bat Pond
Bat Shelf
PP
PP
Top Shelf
TP
Wet Pond Details
Basin
Forebay
Total
Contour El
(ft)
SA
(sf)
Inc Vol
(cf)
Cum Vol
(cf)
Contour El
(ft)
SA
(sf)
Inc Vol
(cf)
Cum Vol
(cf)
ContourEl
(ft)
SA
(sf)
Inc Vol
(cf)
Cum Vol
(cf)
14.0
0
0
0
14.0
0
0
0
14.0
0
0
0
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
22,7511
17.0
3,245
2,810
4,7831
17.0
16,330
15,031
27,534
18.0
14,8781
13,982
36,7331
18.01
4,1831
3,714
8,4971
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
20.0
18,6561
17,696
70,235
20.01
6,241
5,712
18,8921
20.0
24,897
23,408
89,126
20.5
21,9871
10,161
80,3951
20.51
6,7921
3,258
22,1501
20.5
28,779
13,419
102,545
20.51
28,779
0
0
21.01
32,8301
15,4021
15,402
21.81
35,8521
27,4731
42,875
PP Volume, ft3: 102,545
TP Volume, ft3: 42,875

GSP CONSULTING
July 1, 2014
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 140416
W yndwater — Phase 2
We have received your request for additional information, dated June 3, 2014. The following notes
outline our responses to your requests and address how the requests have been addressed, and identify
the changes to the plan:
1. Average Depth: Please check the average depth calculation, Option #2 on page 10-5 of the
BMPManual. It appears that the distance between the bottom of the shelf and the top of the
pond excluding the sediment elevation is 4.Oft (20.0-16.Omsl) rather than 5.Oft as shown in
the calculations. Please make any necessary adjustments.
Response: The design elevation is to 15.0 and the sediment storage is to 14.0. The
plans have been revised to more accurately depict this.
2. O&M.- Please check the elevations listed on the O&M Agreement. It appears that the bottom
elevation (excavated depth) should be 15.Omsl and the top of the sediment's elevation should
be 16.0msl rather than 14.0 and 15.0ms1, respectively
Response: With the revision to the plans the O&M agreements as submitted
should be correct.
3. Wetlands: The plans show that there are wetlands onsite. Please show the locations of the
wetlands on the plans
Response: There are no wetlands within this phase of the project and there is a
note on the Cover Sheet, Note #11 stating this.
4. Drainage Area: Please show the drainage area to the pond on the plans
Response: The drainage area is shown on Sheet C-5.
5. Note: 1 have copied the signature authority information as well as the discharge pipe
easement information from the recently issued SW8 140219 perrnit, and have put the
information in this filefor documentation purposes since that information is also applicable
for this permit.
Response: Comment Noted.
ECEOVE
JUL 01 2014
Pi
6626 Gordon Road, Unit C Wilmington, North Carolina 28411 tel: [phone] tax: 910-799-6659

GSP CONSULTING
1 trust the responses to the comments will adequately address your concerns. Please contact me
immediately at [phone] or gpape a.estrconsulting.corn if you have any questions or require
additional information.
SincerelySULTING, PLLC.
ziQ
Garry S. Pape,
ECEIVE
JUL 01 2014
BY:
6626 Gordon Road, Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]

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 TR/�NS ITT/�L
DATE 07/01/14
IOaNO. 201 -0002
ATTENTION ATTENTION
PHONE#
RE: W ndwater Phase 2
Stormwater permit (Conventional)
JUL
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 Plan Sheets C-5 & C-8
1 Comment Response letter
THESE ARE TRANSMITTED as checked below:
the following items:
❑ Specifications
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned forcorrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPYTo: File
SIGNED:
- Garry S. Pape. P.E.
If enclosures are not as noted, kindly notify us at once.

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
June 3, 2014
Mr. Michael Pollak, Manager
Signature Top Sail NC, Ltd.
4307 Peeble Dr.
Wilmington, NC 28412
Subject: Request for Additional Information
Stormwater Project No. SW8140416
Wyndwater Phase 2
Pander County
Dear Mr. Pollak:
John E. Skvada, III
Secretary
The Wilmington Regional Office received and accepted a State Stormwater Management Application for Wyndwater Phase
2 on April 17, 2014. A preliminary in-depth review of that information has determined that the application is not complete.
The following information is needed to continue the stormwater review:
-1' Average Depth: Please check the average depth calculation, Option #2 on page 10-5 of the BMP Manual. It
appears that the distance between the bottom of the shelf and the top of the pond excluding the sediment
elevation is 4.Oft (20.0-16.Omsl) rather than 5.Oft as shown in the calculations. Please make any necessary
adjustments.
j 0&M: Please check the elevations listed on the O&M Agreement. It appears that the bottom elevation
(excavated depth) should be 15.Omsl and the top of the sediment's elevation should be 16.0ms1 rather than 14.0
and 15.Omsl, respectively.
Wetlands: The plans show that there are wetlands onsite. Please show the locations of the wetlands on the
plans.
M" Drainage Area: Please show the drainage area to the pond on the plans.
Note: 1 have copied the signature authority information as well as the discharge pipe easement information from
the recently issued SW8140219 permit, and have put the information in this file for documentation purposes
since that information is also applicable for this permit.
Please remember that a change to one number may have a domino effect on other numbers. Please check all plans,
calculations and forms to ensure that the numbers are consistent throughout.
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 3, 2014, or the application will be returned as incomplete. The return of a
project will necessitate resubmission of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a time extension to the
Division at the address and fax number at the bottom of this letter. The request must indicate the date by which you expect
to submit the required information. The Division is allowed 90 days from the receipt of a completed application to issue the
permit.
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.
Please reference the State assigned project number on all correspondence. Any original documents that need to be
revised have been sent to the engineer or agent. All original documents must be returned or new originals must be
provided. Copies are not acceptable.
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • (910) 796-72151 Fax: [phone]

Mr. Pollak
June 3, 2014
If you have any questions concerning this matter please feel free to call me at [phone] or email me at
kelly. [e-mail].
Sincere`
(/ 1
" Kelly,J hnson
EnvirbQmen`tal Engineer
GDS/kpj: GAWQ1Shared\Stonnwater\Permits & Projects120141140416 HD12014 06 addinfo 140416
cc: Garry Pape, PE
Wilmington Regional Office Stormwater File
Page 2 of 2

' S �rY1TA1cu\
� ,-? 1EW-- i�i 'A)pa\n1A6E aEME nR SEe SSE T C'- "it
LEGEND
LEGEND (�
ADJOINING PROPERTY (NOT SURVEYED) 11+E QasQ0yE0 �l7oqqg.YY� qY ,(P�E :, t5
®® —RIGHT-OF-WAY —PROPOSED
ROPOSV V 5 "'� 1Y1Vp.C•� PROPOSED EASEMENT T11n t�71 It V��•\YA
—_-------STORM PIPE Y"
0(MP) MAP POINT Io.a41msi $
'THIS MAP IS NOT A CV?nnED SURVEY AND HAS NOT BEEN �¢
REWERED BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE C��U
KITH ANY APPLICABLE LAND DEVELOPMENT REGLILA17ONSO TAX PARCEL ID: 4214-23-2200-0000 A I
N /F ' V
J L MORRIS ENTERPRISES OF HAMPSTEAD INC
\ \ D.B. 3362, PG: 66
\ \ PROPOSED STORM DRAINAGE EASEMENT (MP)
\ (1420t S.F.) /
\\ \ `tp
124
\ s.
/
�(MP)
CONCRETE.eg1
%% / SPLASH POOL
%/ /�3
��,/ ;.� \
(M " \ '. i
(MP
120 HEADWALL S\
s
EXISTING STORM]
\ PIPE FROM POND '
1 °0 \
s
BOUNDARY/RIGHT-OF-WAY UNE
TOP OF DITCH
OF DITCH\
STORM PIPE
-ter -�7'
TAX PARCEL ID: 4214-22-7567-0000
TOP OF DITCH) \ `�� N�
\ CAPSTONE VENTURES LLC
D.B. 2955, PG: 10
APPROXIMATE LOCATION OF PROPERTY �%% \
LINE FROM DEED (NOT SURVEYED) 10 0 10 20
SCALE 1' . 10' FEET ®a
ATLANTIC COAST SURVEY, •uc
WYNDWATER SUBDIVISION STORM EASMENT EXHIBIT .
Pmdm Carty Nall Cal*M

Casmer, Jo
From: Casmer, Jo
Sent: Monday, April 28, 2014 4:55 PM
To: '[e-mail]'; 'Garry Pape'
Subject: Wyndwater Phase 2; Stormwater Permit SW8 140416
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
received the Stormwater Permit Application and $505.00 fee on April 17, 2014. The project 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 Casmcr
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environment & Natural Resources
Division of Environmental Assistance & Customer Service
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Email corm spondence to and from this address may be subject to the North Carolina Public Records law and may be d relosed to thin!
parties

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
LETTEI OFTMAUTI MI /.L
DATE 04/17/14
JOB NO. 201 -0002
ATTENTION ATTENTION
PHONE W
NE! W ndwater Phase 2
Stormwater permit (Conventional)
❑ 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 permit
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
High Density Residential Development Deed Restrictions & Covenants
1
Application fee for $505.00 for conventional review
1
Property Deed & USGS Map
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ Foryour use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ FORBIDS DUE ❑ PRINTS RETUR¢NrED AFTER LOAN TO US
REMARKS: RR OBI lV . L7
COPYTO: File
SIGNED: - Garry S. Pape, P.E.
If enclosures are notes noted, kindly notify us at once.

DEMLR USE ONLY
Date Receive
Fee Paid
Permit Nu ber
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all 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
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Wyndwater - Phase 2
2. Location of Project (street address):
Sloop Point Loop Road
City:Hamastead County:Pender Zip:28443
3. Directions to project (from nearest major intersection):
Project is approximately 2 mi heading southeast on Sloop Point Loop Road from US 17/Sloop Point Loop
4. Latitude:34024' 10" N Longitude:771 37 39" W of the main entrance to the project.
11. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tReneroals With modifications also requires SWU-102 - ReneWal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known).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 Offstte Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number
if assigned, and the previous name of the project, if differen thprratrrr rrfl1V E
proposed, Ili ' 'n
4. a. Additional Project Requirements (check applicable blanks; information on required stutg pAipIll
11
obtained by contacting the Customer Service Center at 1-877-6B-6748): 11
❑CAMA Major ®Sedimentation/Erosion Control: 28.35 ac ofVw4ttrbertYrM '
❑NPDES Industrial Stormwater ❑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? ZNo UYe:
If yes, see S.L. 2012-200, Part VI: littp:/112ortal.ncdetir.org/%veb/Ir/i-ules-aiid-regLIlatiOTIS
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

111. , CONTACT INFORMATION
' 1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the nroiect):
Applicant/Organization:Signature Top Sail NC Ltd.
Signing Official & Title:Michael H. Pollak - Manager
b.Contact information for person listed in item la above:
Street Address:4307 Peeble Drive
City:Wilmington State:NC Zip:28412
Mailing Address (if applicable):
Phone: (713 ) 822-3891
Email:[e-mail]
Fax: ( 1
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 title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organ
Signing Official &'title:.
b.Contact information for person listed in item 2a above:
Street Address:
Mailing Address (if applicable):
City: State:
Phone: ( ) Fax: ( )
Email:
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Ad
City:_
Phone: (_
Email:
4. Local jurisdiction for building permits:
Point of
State: Zip:
Fax: ( 1
Phone #:
ECEI E
7
Form SWU-101 Version Oct. 31, 2013 Page 2 of
8Y:

IV. . PROJECT INFORMATION
9. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Wet Detention Basin
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.lf claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cage Fear River basin.
4. Total Property Area: 28.35 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':28.35 acres
Total project area slmll be calculated to exclude the follorving the normal pool of innqguided structures, the area
between the banks of streams and rivers, the area beloeo the Nornral High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landwwnrd 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) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 25.2 %
9. How many drainage areas does the project have?] (For high density, count 1 for each proposed engineered
stornnvater BMP. For low density and other projects, use 1 for the wluole properly/ area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Draina a Area 1
Draina e Area _
Draina e Area _
Draina e Area _
Receiving Stream Name
Mullet Run
Stream Class *
SA, HQW > 0.5
mile
Stream Index Number *
18-87-9-1
Total Drainage Area (sf)
947,143
On -site Drainage Area (so
947,143
Off -site Drainage Area (so
I
I
-
_i�
Proposed Impervious Area** (so
311,472
% Impervious Area** total
32.9
Impervious- Surface Area
Draina a Area 1
Draina a Area _
Draina e Area_
Draina e Area _
On -site Buildings/Lots so
247,500
On -site Streets (so
46,681
On -site Parkin (sf)
On -site Sidewalks (so
17,291
w : - n C
_
Other on -site (so
I a
Future sf)
t'
Off -site (sf)
L'xistin 13UA*** (so
Total (sf):
311,472
" Stream Class and Index Number can be determined at: is1csu&1ass n ticato) Is
" Impervious area is defined as the built upon area including, but not linnited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

***,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.
11. I -low was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DEMLR Central Ojffice sit Jto check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent siotvmrvater requirements as per 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from littr 1)orlalncdenrorg/web/+vq/ws/su/burp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
htt portal ncdenr org/web/wq/ws/su/st-,itesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office maybe found by locating project on the
interactive online map at http�portalncdenr.org web/wy/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from ham'//portal ncdenr org/web/wq/ws/su/statesw/forms ttttclooes.
1. Original and one copy of the Stormwater Management Permit Application Form.
t
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP. n
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
htto'//www.envheII2.org/ pages/ onestol2expresshtml for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the 1
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the
mile radius the map.
7. Sealed, signed
and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MI-IW or NHW lines. p�
• Delineate the vegetated buffer landward from the normal pool elevation of:imvoundE tl r9 E
structures, the banks of streams or rivers, and the MI -RV (or NFIW) of tidaiw{rter"
i. Dimensioned property/project boundary with bearings & distances. APR �0
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevation
1. Details of roads, drainage features, collection systems, and stormwater control rBypsures.
m. Wetlands delnteated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. ,Vegetated buffers (where required). 1
9. Copy of any applicable soils report with the associated SHW7' elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing /
'10
11
elevations and boring logs. Include an 8.5"x11" 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 fi)r DEMLR to verifij the SHWI' prior
to submittal, [phone].)
A copy of the most current property deed. Deed book: 4379 Page No: 330
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 la, 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.
htto•//www.secretary.state.iic.us/­Corporatiotis/CSearch.asp.x
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
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 littp://12oi-tal.ncdetir.org/%%,eb/Ir/state-
storrowater-fornis does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Garry S. Pape P.E.
Consulting Firm: GSP Consulting PLLC
Mailing Address:6626 Gordon Road, Unit C
City:Wilmington State:NC Zip:28411
Phone: (910 ) 442-7870 Fax: [phone]
Email:gl?[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Can tact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2m) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name o(person
listed in Contact Information, item 1a) with (print or hype name of organization listed in
Contact Information, item ln) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system. I E G E I EA
A APR 17 2014
bi
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 Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of
do hereby certify that
before me this _ day of
Date:
County of
personally appeared
. 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
I, (print or type name of person listed in Contact Information, item 1a) Michael H. Pollak
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules er 15 2H .1000 and any other applicable state stormwater requirements.
CIOIIa},1TP• �� Harp• ( �Y�%�
1, Garr. 5. �qJ a NotaryPublicfor the State of ko/AL Co.r j t' �. County of
ve W 14c.... �d , do hereby certify that M i o wl V'- eo lu k personally appeared
before me this li*ay of ApeA I* 14, and acknowledge th due execution of the application for
a stormwater permit. Witness my hand and official seal,
S
NOTARY
"UBLIG
SEAL
My commission expires HU1. i�t 2l S
? EEGEIVE
i
'I APR 17 2014
b1:
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

Permit Number:
(to be provided by DRQ)
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 rest, ZC E IVE
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform mainte ceAPR 17 2014
flushing of sediment through the emergency drain should be minim d to the
maximum extent practical. BY:-
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the 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
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
Page 1 of 1

Permit Number:
(to be provided by DTVQ)
Drainage Area Number:
BM P element.
Potentialproblem:
How 1 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 s ra in .
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
APR 17 2014
Form SW401-Wet Detention Basin O&M-Rev.4 6V —Page 2 of 2

Permit Number:
(to be provided by DTVQ)
Drainage Area Number:
BM element:
Potentialproblem:
How 1 will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The treasuring 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 15 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 15 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
15 �1
-----------------
FOREBAY
BASIN DIAGRAM
Ull in the blanks)
ft Min.
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 20.5
Sediment Removal Elevation 15 volum,
------------------------------------------ ------
Bottom Elevation 14 1 1-ft
MAIN POND
�CC'VE
APR 17 20%
-------- age-3.of3
Storage

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. 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:Sitrnature Top Sail NC Ltd - Michael H. Pollak
Address:4307 Peeble Drive Wilmington NC 28412
Date: 4 —
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1, rarv, S. -?V— , a Notary Public for the State of
V&A% l li.•,' 1� K County of Alow a�� do hereby certify that
Mj oLw4t t . Po C'L personally appeared before me this ll.4=
day of '.'1 ?2u t¢ , and acknowledge the due execution of the
forgoing wet detggtion basin maintenance requirements. Witness my hand and official
seal, p'
0"XiV tS p
90�
NOTARY
a jOl.1BL\ 2
yAN�VERtCOJ�o°`��`�
SEAL
My commission expires k itJ l
r
APR 17 2014
fir
Form SW40I-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Permit No.
(to be provided by D WO)
ern
MENR
Project name
Contact person
Phone number
Date
Drainage area number
Or01�WA-rf O,
O '~C
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 111) must be printed, tilled out and submitted along with all of the required information.
16-Apr
II DESIGN INFORMATION
Site Characteristics
Drainage area 947,143 fe
Impervious area, post -development 311,472 fl2
%impervious 32.89 %
Design rainfall depth 1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff 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 prelpost control of the lyr 24hr storm peak Flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pfe/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pod elevation)
Top of 10ft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanoul, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp, pod?
Elevation of the top of the additional volume
40,960 rya
42,875 ffs
OK, volume provided is equal to or in excess of volume required.
itsto
it, ECEI® g E
its
Its APR 17 21314
Y (Y or N)
3.8 in
0.20 (unitless)
0A8 (unitless)
5.00 fill OK
21.74 flslsec
48.56 ffslsec
26.82 851sec
21.80 fmsl
20.50 fmsl
20.95 first
21.00 Imsl
2000.first
p -1GA9 fmsl
14,p *Q fmsl
1.00 it
(Y or N)
first
yf.
_ •'a SEAL =
- � 031915
1, 2io
Le+w,c
Form SW401-Wet Detemion Basin-Ray.94/18/12 Parts I. 811. Design Summary, Page 1 of 2

Permit No.
(to be provided by D WD)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool 35,852 ft?
Area REQUIRED, permanent pool
27,751 ft'
SAIDA ratio
2.93 (unitless)
Area PROVIDED, permanent pod, A,,,, ,,,I
28,779 ft,
OK
Area, bottom of 1Oft vegetated shelf, A, ,,,n
24,897 K`
Area, sediment cleanout, top elevation (bottom of pond), Ay,.,
11,275 fi`
Volumes
Volume, temporary pool
42,875 It'
OK
Volume, permanent pod, Vr,.,,,I
102,545 ft'
Volume, forebay (sum of forebays if more than one forebay)
22,150 ft'
Forebay %of permanent pool volume
21.6% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
(Y or N)
SAIDA ratio
2.93 (unilless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
(Y a N)
Volume, permanent pod, V„m-y,a
102,545 It,
Area provided, permanent pool, A...,
28.779 ft,
Average depth calculated
If
Need 3It min.
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
It
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, A,,,,,p„I
28,779 ft`
Area, bottom of 10fl vegetated shelf, Aw u„ n
24,897 8`
Area, sediment cleanoul, top elevation (bottom of pond), A„t ,,w
11,275 fi'
'Depth' (distance blw bottom of 1Oft shelf and lop of sediment)
4.00 ft
Average depth calculated
4.10 If
OK
Average depth used in SAIDA, dr, (Round to down to nearest 0.510
4.0 If
OK
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
3,50 in
Area of orifice (i -non-circular)
in'
Coefficient of discharge (CD)
0.60 (unilless)
Driving head (H,)
0.43 R
Drawdown through weir?
(Y or N)
Weir type
(unities)
Coefficient of discharge (C„)
(unitless)
Length of weir (L)
ft
Driving head (H)
If
Pre -development 1-yr, 24-hr peak flow
21.74 ft'IseC
Post -development 1-yr, 24-hr peak flow
48.56 fl'Isec
Storage volume discharge rate (through discharge orifice or weir)
0.21 fl'Isec
Storage volume drawdown time
2.30 days
OK, draws down in 2.5 days.
Additional Information
ECEG@t Fn
Vegetated side slopes
3 :1
OK
C C r d' 4 �
Vegetated shelf slope
10 :1
OK
APR 1 7 2014
Vegetated shelf width
10.0 It
OK
Length of 0owpath to width ratio
4 :1
OK
j�
Length to width ratio
2.4 :1
OK
BY:
Trash rack for overflow & orifice?
Y
(Y or N)
OK
Freeboard provided
2.0 ft
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
Form SW 401-Wet Detention Basin-Reo.9<119112 Parts I. & 11, Design Summary, Page 2 of 2

Permit No.
(to be provided by DWO)
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. ll` a
requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
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.
,�
fi 5
2. Partial plan (1" = 30' or larger) and details for the wet detention basin shoving:
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,
LC P
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.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
to verify volume provided.
C — r1
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
O�(WL
entire drainage area is stabilized.
7. The supporting calculations.
(�r ►� ,btu s+ 6. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required). Q�
1G� 10. A soils report that is based upon an actual field investigation, soil bon g ,amend I�Itrabon�tesls. C?jty
soil maps are not an acceptable source of soils information. ) APR 17 1014 U
Form SW401-Wet Detention Basin-Rev.9-4118112 Part III, Required Items Checklist, Page 1 of 1

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Michael H. Pollak, acknowledge, affirm and agree by my signature below, that I will cause the following
deed restrictions and covenants to be recorded for Wyndwater -Phase 2 prior to the sale of any lot:
1. The following covenants are intend e t9 nsure ongoing compliance with State Stormwater
Management Permit Numbers / ! , as issued by the Division of Water Quality under the
Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable built -upon area 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.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the right -of --way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
Pools.
Each lot will maintain a 30* foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
8. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
FCEIVE..
APR 17 2014
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 1

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
I, Garry S. Pape , a Notary Public in the
State of North Carolina County of New Hanover
do hereby certify that Michael H. Pollak personally appeared
before me this the 16 j—" day of &2 i : 20JA__—, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
�SEAL�=
SignaTkA
NOTARY
My Commission expires April 13, 2015
'OUBUC
Form DRPC-3 Rev.2 05Nov2009 Page 2 of

i0()41(_O: was Dc
Permit No. L'33 NoDkCL6UZ, )LfOUftb
Slate of North Carolina
Department of Environment and Natural Resources T6 5inr6rVVN Qpr% R0�1V5-f
Division of Water Quality
1.x6 ckkc (Le Sc� i Uy) Iq ,
WATER QUALITY CLASSIFICATION REQUEST FORM aUl Sw)j* IUu­ty( (S
This form may be photocopied for use as an original.6 � Q
PROJECT INFORMATION
51) Lucl Ii
In order to determine the receiving stream for a project in a coastal county or whether a State Stormwater
Management Permit will be required for a project in a non -coastal county, the classification of the closest
downslope surface waters (the surface waters that any sheet flow or overflow from the project would flow toward)
must be determined. Please complete Sections I and II below. DWQ Staff will determine the receiving stream
classification, complete Section III, and return the completed form tQjou. �
D1 (�6tv W,CAS
1. Project Name: 70 ic'; % G(eel) ` I`GN County: r C-1 d<C �pw � x
—1� ., (Sw�tv�ldl�
2.. Contact Person: 0Q
3. Mailing Address: 2 c
Pac�, U✓1r-�-�
4. City I r r — ✓ State AL Zip Z"1e 7 /� Phone No. g�G ' IKZ"��
5. Name of closest downs
6. Signature of contact pe
lope surface waters: I`/ 1 xo GA k °Ji= 1 So"n � 44U Ile
rson: Date: 11? 14
7. Is a Sedimentation Erosion Control Plan or a CAMA Major Permit required?(.MYES ❑NO
If. REQUIRED ITEMS
An 8.5" x 11 " copy of the appropriate portion of a USGS quad sheet showing the projects property
boundaries, receiving stream, major roads or State Roads numbers, and nearest town or city must be
attached. p.
Mail the entire package to: NCDENR Division of Water Quality Fr�J
Surface Water Protection Section - Stormwater APR 17 2014
at the Appropriate Contact Address (see the followi age)
III. CLASSIFICATION REQUEST (To be completed by Regional Office personnel)
1. Name of surface waters: M_y t 12 + flu
2. River Basin: Cgpe F-ecAr Index No. i S'87-y
3. Classification (as established by the EMC): SA i Na / Naf wr/7; 1 �2 n, /�� `
4. Proposed Classification, if applicable:
5. Slate Stormwater Management Permit required? ES O
6. Signature of Regional Office personnel: w 4rit2t, Date /-3-/°/
cc: DWO -Regional Office
Consultant L
/BICtI /r1V e5)<i�rl�r uN nv7 GonrA(.tC,�I.
Building Inspector J
L�nSe1 on 5'an(mw.tle l�Lrn 111 1—nla u1,oCMq
Central Files S P
Qod SfrA)e< wmlw' Cleo ss,P/4, /0" vvrgh
8wu.111•0606oe Page 1 of 2

4w
WYNDWATER - PHASE 2
STORM WATER & EROSION CONTROL
NARRATIVE & CALCULATIONS
April 15, 2014
GSP CONSULTING, PLLC.
6626 Gordon Road. Unit C
Wilmington, Nonh Carolina 28411
[phone]
ECEOVE.
APR 17 2014
BY:---�-_

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 4214-12-8251-
0000) in Pender County, North Carolina. This phase of the project will drain to a proposed wet
detention basin that will discharge to a ditch that runs along the northern property line of the site.
This phase of the project will consist of the construction of 55 single family lots and related site
appurtenances. This phase of the project is being designed as a high density project with road
side ditches directing the stormwater to the proposed wet detention basin. The proposed
drainage area for this project is 21.74 acres and the total amount of impervious area draining to
the wet detention basin is 32.9%. 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 within the Sloop Point Loop Road Right of way and sewer
will be accomplished by drainfields.
:Y9]LW
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 roadside ditches 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 Rim
(classification SA, HQW) but is greater than %a mile as verified by a Water Classification
Request.

EROSION CONTROL PLAN FOR
WYNDWATER — PHASE 2
Area to be disturbed: +/- 28.35 acres
This +/- 28.35 acre site is located off Sloop Point Loop Road (S.R. 1563) (PIN 4214-12-
8251-0000) in Pender County, North Carolina. This phase of the project will drain to a
proposed wet detention basin that will discharge to a ditch that runs along the northern
property line of the site. This phase of the project will consist of the construction of 55
single family lots and related site appurtenances. This phase of the project is being
designed as a high density project with road side ditches directing the stormwater to the
proposed wet detention basin. The proposed drainage area for this project is 21.74 acres
and the total amount of impervious area draining to the wet detention basin is 32.9%.
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 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 roadside ditches 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 %2 mile as verified by a Water Classification Request.
EROSION CONTROL MEASURES: This project will primarily control erosion with
the use of a temporary construction entrance, outlet protection at the ends of culverts,
temporary silt fence surrounding the site and a sediment basin.
The contractor shall install, maintain and remove upon completion the silt fence as
necessary to prevent any sediment from leaving the project limits. This will include arty
temporary stockpile areas if necessary. Contractor shall clean and restore to pre -
construction conditions any areas that may inadvertently be damaged due to the failure! of
the erosion control measures.
SCHEDULING OF WORK: Clearing and grubbing shall be scheduled and performed in
such a manner that fine grading operations and erosion control practices can follow
immediately thereafter. Excavation and embankment operations will be conducted such
that cuts and fills will be completed to final grades in a continuous operation. All
construction areas not otherwise protected shall be planted with permanent vegetative
cover in accordance with the specifications within 15 working days after completion of
active construction.
MINIMUM AREAS TO BE DISTURBED: Only those areas necessary for timely and
proper completion of the project shall be stripped of native vegetation. The angle for
graded sloped and fills shall be no greater than the angle which can be retained by
vegetative cover or other adequate erosion control devices or structures. Slopes left
exposed will, within 21 calendar days of completion of any phase of grading, be planted
or otherwise provided with ground cover, devices, or structures sufficient to restrain
erosion. All other areas to be stabilized within 15 working days of cease of any phase of
activity.

PLACEMENT OF SEDIMENT CONTROL DEVICES: All devices (sediment fences,
construction entrances, etc.) for sediment control shall be constructed prior to beginning
clearing and grubbing on the site.
FINAL COVER: As soon as practicable after finished grades have been established, all
operations in connection with establishing final ground cover shall be performed. Any
inactive disturbed ground area to remain denuded more than 15 working days shall be
temporarily seeded in accordance with the temporary seeding schedule as noted on the
plans. All slopes to be stabilized within 21 calendar days.

SEQUENCE OF CONSTRUCTION
1. Install temporary construction entrance as shown on erosion & sediment control plan.
2. Install perimeter controls (silt fence, tree protection fencing, etc.) as shown on the
erosion & sediment control plan. This step needs to be completed prior to upslope land
disturbing activities.
3. Once perimeter controls and sediment trapping measures are installed clear and grub
site within limits of disturbance.
4. Upon bringing the site to rough grade, stabilize all areas with temporary vegetation if
left undisturbed for 15 working days and all slopes within 21 calendar days.
5. Once the storm culverts and waterlines are in place, install inlet protection and outlet
protection as shown on the erosion & sediment control plans.
6. Upon bringing the roads to subgrade elevations, stabilize the areas by placing stone
base as early as possible.
7. For temporary vegetative stabilization of all denuded areas see note referencing the
erosion control program and specifications.
8. After construction operations have ended and all disturbed areas have stabilized,
mechanical sediment controls shall be removed. Sediment from temporary sediment
trapping devices shall be disposed of by spreading on the site or hauling away if not
suitable for fill. All denuded areas are to be permanently stabilized with permanent
vegetation.

SEDIMENT BASIN #1 CALCULATIONS
Drainage Area = 21.74
Required Storage = 39,138
Provided Storage = 41,267
10-Year Peak Flow = 41.10
Required Area = 13,356
Provided Area = 33,931
Skimmer Size = 3.0
SKIMMER DEWATERING DISCHARGE CALCULATIONS SEDIMENT TRAP #1
STORAGE
ORIFICE
STORAGE
OUTFLOW
RELEASE
ELEVATION
ELEVATION
VOLUME
RATE
TIME
(FT)
(FT)
(CF)
(CFS)
(HOURS)
21.80
20.50
41,267
0.156
73.7
TOTAL HOURS
73.7
DAYS
3.1
CONTROL PIPE:
3
INCH ORIFICE HOLE
USED ORIFICE EQUATION TO DETERMINE OUTFLOW RATE
Q = Cd*A*(2gh)^I/2

GSP CONSULTING
Velocity Control 25-Year Storm Event:
CULVERT #1
Q = 29.85 cfs
Culvert size = 36"
V=Q/A
A = 7.07 sf
V = (29.85 cfs/7.07 sf)
Velocity = 4.22 fps
New York DOT Dissipater Method For Use in Defined Channels: Zone 2
For 36-inch culvert
Upstream Width = 9.0 ft
Downstream Width = 12.0 ft
Length = 18.0 ft
Depth = 18 in
209 SF CLASS B RIPRAP PROVIDED
6626 Gordon Road, Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]

Drainage Area
Drainage Area
Drainage Area
Impervious Area Calculation
Lots (55 Lots @ 4,500 SF/Lot)
Sidewalk/Multi-Use Path
Pavement
Total
Total
% Impervious
Volume/Storage Calculation
WET DETENTION BASIN
947,143 sf
21.74 ac
247,500 sf
17,291
46,681
311,472 sf
7.15 ac
32.9%
Design Storm (P) 1.5 in
Schueler Method Runoff Coeff (RV) 0.35
Required Volume (Vreq) 40,960 cf
Pre -Developed Flows
10-Year Pre Dev. Peak Flow
Intensity 9.43 in/hr
C-Factor 0.25
Q=C'I'A 51.26 cfs
25-Year Pre Dev. Peak Flow
Intensity 10.70 in/hr
C-Factor 0.25
Q=C'I'A 58.16 cfs
100-Year Pre Dev. Peak Flow
Intensity 12.50 in/hr
C-Factor 0.25
Q=C`I'A 67.95 cfs
RV = %IMP'0.009+0.05
Vreq = (P/12)'RV"DA

Drainage Area
Drainage Area
Drainage Area
Impervious Area Calculation
Lots (55 Lots @ 4,500 SF/Lot)
Sidewalk/Multi-Use Path
Pavement
Total
Total
% Impervious
Volume/Storage Calculation
WET DETENTION BASIN
947,143 sf
21.74 ac
247,500 sf
17,291
46,681
311,472 sf
7.15 ac
32.9%
Design Storm (P) 1.5 in
Schueler Method Runoff Coeff (RV) 0.35 RV = %IMP'0.009+0.05
Required Volume (Vreq) 40,960 cf Vreq = (P/12)'R.V'DA

WYNDWATER- PHASE 2
Area CN
Pre Developed
Total Drainage Area 947,143 21.74
A -Soils (AuB & BaB) 947,143 21.74 30
947,143 21.74 30
Post Developed
Impervious 311,472 7.15 98
A -Soils 635,671 14.59 39
C-Soils 0 0.00 61
947,143 21.74 58

I _ ___ WET DETENTION POND
CONTOUR INCR ACCUM
CONTOUR AREA VOL VOL
[sq ft] [cu ft] [cu ft]
15.0
9703
0
0
16.0
11357
10,530
10,530
17.0
13085
12,221
22,751
18.0
14878
13,982
36,733
19.0
16735
15,807
52,539
20.0
18656
17,696
70,235
20.5
21987
10,161
80,395
FOREBAY
CONTOUR INCR ACCUM
CONTOUR AREA VOL VOL
[sq ft] [cu ft] [cu ft]
15.0
1572
0
0
16.0
2374
1,973
1,973
17.0
3245
2,810
4,783
18.0
4183
3,714
8,497
19.0
5183
4,683
13,180
20.0
6241
5,712
18,892
20.5
6792
3,258
22,150
Aperm pool
28,779
Ashett bottom
24,897
VOLUME
Aperm pool Ashelf bottom Apond bottom Apond bottom
11,275
Total
102,545
28,779 24,897 11,275 Depth
5.0
PROVIDED FOR FOREBAY
21.6%
daverage
4.0984
1.5" STORAGE
CONTOUR INCR ACCUM
CONTOUR AREA VOL VOL
[sq ft] [cu ft] [cu ft]
20.5 28779 0 0
21.0 32830 15,402 15,402
21.8 35852 27,473 42,875

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
42,875
0.212
56.2
TOTAL HOURS 56.2
DAYS 2.3
CONTROL PIPE: 3.5 INCH ORIFICE HOLE
USED ORIFICE EQUATION TO DETERMINE OUTFLOW RATE
Q = Cd*A*(2gh)11 /2

Hydrograph Return Period Recap
HydraFlow Hydrographs by Intelisolve v9.1
Hyd.
No.
Hydrograph
type
(origin)
Inflow
Hyd(s)
Peak Outflow (cfs)
Hydrograph
description
1-Yr
2-Yr
3-Yr
5-Yr
10-Yr
25-Yr
50-Yr
100-Yr
1
2
SCS Runoff
Reservoir
----
1
---
-----
-----
----
----
---
----
-----
61.25
9.824
----
----
---
----
121.82
25.94
WET DETENTION BASIN
WET DETENTION 13ASIN
Proj. file: 2014-04-15 PHASE 2 WET POND.gpw
Tuesday, Apr 15, 2014

Hydrograph Summary Report
Hydraflow Hydrographs by Intelisolve v9.1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Hyd.
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
description
1
SCS Runoff
61.25
1
725
196,069
--
--
--
WET DETENTION BASIN
2
Reservoir
9.824
1
758
175,082
1
22.79
79,570
WET DETENTION BASIN
2014-04-15 PHASE 2 WET POND.gpw
Return Period: 10 Year
Tuesday, Apr 15, 2014

3
Hydrograph
Report
HydraFlow Hydrographs by Intelisolve v9.1
Tuesday, Apr 15, 2014
Hyd. No. 1
WET DETENTION BASIN
Hydrograph type
= SCS Runoff
Peak discharge
= 61.25 cfs
Storm frequency
= 10 yrs
Time to peak
= 725 min
Time interval
= 1 min
Hyd. volume
= 196,069 cuft
Drainage area
= 21.740 ac
Curve number
= 58"
Basin Slope
= 0.0 %
Hydraulic length
= Oft
TC method
= USER
Time of conic. (Tc)
= 5.00 min
Total precip.
= 7.00 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
Composite (Area/CN) _ [(7.150 x 98) + (14.590 x 39)] / 21.740
Q (cfs)
70.00
50.00
40.00
30.00
20.00
10.00
WET DETENTION BASIN
Hyd. No. 1 -- 10 Year
Q (Cfs)
70.00
60.00
50.00
40.00
30.00
20.00
10.00
0 00
0 120 240 360 480 600 720 840 960 1080 1200 1320 144CI 1560
Hyd No. 1 Time (min)

4
Hydrograph Report
Hydraflow Hydrographs by Intelisolve v9.1
Tuesday, Apr 15, 2014
Hyd. No. 2
WET DETENTION BASIN
Hydrograph type = Reservoir
Peak discharge
= 9.824 cfs
Storm frequency = 10 yrs
Time to peak
= 758 min
Time interval = 1 min
Hyd. volume
= 175,082 cuft
Inflow hyd. No. = 1 -WET DETENTION BASIN
Max. Elevation
= 22.79 ft
Reservoir name = WET DETENTION BASIN
Max. Storage
= 79,570 cuft
Storage Indication method used
Q (cfs)
70.00
50.00
40.00
30.00
20.00
10.00
WW
0 300
Hyd No. 2
WET DETENTION BASIN
Hyd. No. 2 — 10 Year
600 900 1200
— Hyd No. 1
1500 1800 2100 2400 2700
Total storage used = 79,570 cult
Q (cfs)
70.00
50.00
K11118I9
30.00
20.00
10.00
1 0.00
3000
Time (min)

Pond
Report
5
Hydraflow Hydrographs by Inlelisolve v9.1
Tuesday, Apr 15,
2014
Pond No.
1 • WET DETENTION BASIN
Pond Data
Contours -
User -defined contour areas. Conic method used for volume calculation. Begining
Elevation = 20.50 ft
Stage / Storage Table
Stage (ft)
Elevation (ft)
Contour area
(sqft) Incr. Storage (cuft)
Total storage (cuft)
0.00
20.50
28,779
0
0
0.50
21.00
32,830
15,390
15,390
1.60
22.00
36,295
34,545
49,934
2.50
23.00
39,118
37,694
87,628
3.50
24.00
43,200
41,138
128,766
4.50
25.00
47,554
45,355
174,121
5.50
26.00
51,965
49,738
223,859
Culvert / Orifice Structures
Weir Structures
[A]
[B] [C]
[PrfRsr]
[A] [B]
[C] [D]
Rise (in)
= 24.00
3.50 0.00
0.00
Crest Lon (ft)
= 16.00 6.00
0.00 0.00
Span (in)
= 24.00
3.50 0.00
0.00
Crest EL (ft)
= 23.00 21.80
0.00 0.00
No. Barrels
= 1
1 0
0
Weir Coeff.
= 3.00 3.00
3.33 3.33
Invert El. (ft)
= 20.50
20.50 0.00
0.00
Weir Type
= Riser Broad
- ---
Length (ft)
= 46.00
0.00 0.00
0.00
Multistage
= Yes Yes
No No
Slope (%)
= 0.30
0.00 0.00
We
N-Value
= .010
.013 .013
n/a
Orifice Coeff. = 0.60
0.60 0.60
0.60
Exfil.(inRv)
= 0.000 (by Contour)
Multistage
= Na
Yes No
No
TW Elev. (ft)
= 0.00
Note: CulvenfOrifce outflows are analyzed
under Inlet (ic) and outlet (oc) control. Weir risers checkea for orifice conditions (ic) and submergence (s).
Stage / Storage / Discharge Table
Stage
Storage Elevation
CIvA
CIvB CIvC
PrfRsr WrA
WrB WrC
WrD Exfl User
Total
ft
cuft ft
cfs
cfs cfs
cfs cfs
cfs cfs
cfs cfs cfs
cfs
0.00
0 20.50
0.00
0.00 -
-- 0.00
0.00 --
-- -- -
0.00
0.05
1,539 20.55
0.01 is
0.01 is -
- 0.00
0.00 --
-- -- -
0.01
0.10
3,078 20.60
0.02 is
0.02 is -
-- 0.00
0.00 --
-- - -
0.02
0.15
4,617 20.65
0.05 is
0.04 is -
-- 0.00
0.00 --
-- -- -
0.04
0.20
6,156 20.70
0.07 is
0.07 is --
-- 0.00
0.00 -
-- - -
0.07
0.25
7,695 20.75
0.11 is
0.10 is --
-- 0.00
0.00 --
-- -- --
0.10
0.30
9,234 20.80
0.13 is
0.13 is --
-- 0.00
0.00 -
- - --
0.13
0.35
10,773 20.85
0.15 is
0.14 is --
-- 0.00
0.00 -
-- - -
0.14
0.40
12,312 20.90
0.16 is
0.16 is --
-- 0.00
0.00 -
- - --
0.16
0.45
13,851 20.95
0.18 is
0.17 is --
-- 0.00
0.00 --
-- - --
0.17
0.50
15,390 21.00
0.18 is
0.18 is --
-- 0.00
0.00 -
- - -
0.18
0.60
18,844 21.10
0.22 is
0.21 is --
- 0.00
0.00 --
--- - -
0.21
0.70
22,299 21.20
0.24 is
0.23 is --
-- 0.00
0.00 --
--- - -
0.23
0.80
25,753 21.30
0.25 is
0.25 is --
- 0.00
0.00 --
-- - -
0.25
0.90
29,207 21.40
0.27 is
0.27 is -
- 0.00
0.00 --
-- -- -
0.27
1.00
32,662 21.50
0.29 is
0.29 is -
- 0.00
0.00 --
-- -- -
0.29
1.10
36,116 21.60
0.32 is
0.30 is -
- 0.00
0.00 -
-- -- -
0.30
1.20
39,571 21.70
0.32 is
0.32 is -
- 0.00
0.00 --
-- -- -
0.32
1.30
43,025 21.80
0.35 is
0.33 is -
- 0.00
0.00 --
- -- -
0.33
1.40
46,480 21.90
0.91 oc
0.32 is -
-- 0.00
0.57 -
-- -- --
0.89
1.50
49,934 22.00
1.91 oc
0.30 is -
- 0.00
1.61 --
-- -- -
1.91
1.60
53,704 22.10
3.24 oc
0.26 is -
- 0.00
2.96 --
-- -- -
3.22
1.70
57,473 22.20
4.81 oc
0.21 is -
- 0.00
4.55 -
- •- --
4.76
1.80
61,242 22.30
5.77 oc
0.17 is -
-- 0.00
5.59 s -
- -- -
5.77
1.90
65,012 22.40
6.38 oc
0.15 is -
- 0.00
5.24 s --
- - --
6.38
2.00
68,781 22.50
6.80 oc
0.12 is --
- 0.00
6.68 s -
-- -- --
6.80
2.10
72,551 22.60
6.94 oc
0.10 is -
- 0.00
6.84 s -
-- - -
6.94
2.20
76,320 22.70
8.50 oc
0.12 is -
- 0.00
8.38 s -
- -- -
8.50
2.30
80,089 22.80
10.04 oc
0.12 is -
- 0.00
9.91 s -
-- -- -
10.04
2.40
83,a59 22.90
11.47 oc
0.13 is -
- 0.00
11.34 s -
-- --- -
11.47
2.50
87,628 23.00
12.81 oc
0.13 is -
- 0.00
12.68 s -
-- -- -
12.81
2.60
91,742 23.10
14.47 oc
0.12 is -
- 1.52
12.83 s -
- - -
14.47
2.70
95,856 23.20
16.03 oc
0.10 is -
- 3.58 s
12.34 s --
-- -- -
16.03
2.80
99,969 23.30
17.31 oc
0.09 is -
- 5.21 s
12.00 s --
- -- -
17.30
2.90
104,083 23.40
18.43 oc
0.08 is -
- 6.60 s
11.75 s -
- -- -
18.43
3.00
108,197 23.50
19.45 oc
0.07 is -
- 7.82 s
11.55 s -
- -- -
19.44
3.10
112,311 23.60
20.39 oc
0.06 is -
- 8.90 s
11.41 s --
- -- -
20.38
3.20
116,425 23.70
21.27 oc
0.06 is -
- 9.89 s
11.32 s -
- -- -
21.27
Continues on next page...

C
WET DETENTION BASIN
Stage / Storage / Discharge Table
Stage
Storage
Elevation
CIvA
CIvB CIvC
PrfRsr WrA
WrB WrC
WrD Exfil User Total
ft
cuft
ft
cfs
cfs cfs
cfs Cfs
cfs cfs
cfs cfs cfs cfs
3.30
120,639
23.80
22.11 oc
0.05 is --
-- 10.78 s
11.25 s --
-- -- -- 22.08
3.40
124,652
23.90
22.90 oc
0.05 is --
-- 11.61 s
11.21 s --
-- - -- 22.87
3.50
128,766
24.00
23.67 oc
0.05 is --
-- 12.39 s
11.21 s --
-- - -- 23.65
3.60
133,302
24.10
24.31 is
0.04 is --
- 13.07 s
11.16 s -
- - - 24.27
3.70
137,837
24.20
24.78 is
0.04 is --
- 13.63 s
11.08 s -
-- - - 24.75
3.80
142,373
24.30
25.25 is
0.04 is -
- 14.15 s
11.00 s -
-- 25.19
3.90
146,908
24.40
25.71 is
0.03 is -
- 14.67 s
10.97 s --
-- - -- 25.67
4.00
151,444
24.50
26.15 is
0.03 is -
- 15.13 s
10.93 s --
-- -- -- 26.09
4.10
155,979
24.60
26.59 is
0.03 is -
- 15.57 s
10.90 s --
-- -- -- 26.50
4.20
160,515
24.70
27.02 is
0.03 iC -
- 16.01 s
10.89 s -
-- - - 26.94
4.30
165,050
24.80
27.44 is
0.03 is --
- 16.41 s
10.88 s
27.32
4.40
169,586
24.90
27.86 is
0.03 is -
- 16.88 s
10.93 s -
- - - 27.84
4.50
174,121
25.00
28.27 is
0.03 is -
- 17.26 s
10.93 s -
- - - 28.22
4.60
179,095
25.10
28.67 is
0.02 is -
- 17.65 s
10.96 s -
28.64
4.70
184,069
25.20
29.07 is
0.02 is -
-- 17.96 s
10.94 s --
- - - 28.93
4.80
189,043
25.30
29.46 is
0.02 is -
-- 18.31 s
10.97 s -
- - - 29.30
4.90
194,017
25.40
29.85 is
0.02 is -
-- 18.74 s
11.04 s -
- - - 29.80
5.00
198,990
25.50
30.23 is
0.02 is -
-- 19.11 s
11.09 s --
- - - 30.22
5.10
203,964
25.60
30.61 is
0.02 is --
- 19.41 s
11.11 s -
- - - 30.54
5.20
208,938
25.70
30.98 is
0.02 is -
- 19.65 s
11.10 s -
- - - 30.77
5.30
213,912
25.80
31.35 is
0.02 is -
- 20.02 s
11.17 s -
- - - 31.21
5.40
218,886
25.90
31.71 is
0.02 is -
- 20.35 s
11.23 s -
- - - 31.60
5.50
223,859
26.00
32.07 is
0.02 is -
- 20.63 s
11.26 s --
31.91
...End

Hydrograph Summary Report
Hydraflow, Hydrographs by Intelisolve v9.1
Hyd.
No.
Hydrograph
typo
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Hyd.
volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(fl)
Total
strge used
(cuft)
Hydrograph
description
1
SCS Runoff
121.82
1
725
376,851
--
----
----
WET DETENTION BASIN
2
Reservoir
25.94
1
751
355,483
1
24.46
149,765
WET DETENTION BASIN
2014-04-15 PHASE 2 WET POND.gpw
Return Period: 100 Year
Tuesday, Apr 15, 2014

Hydrograph Report
r11
Hydraflow Hydrographs by Inlelisolve v9.1
Hyd. No. 1
WET DETENTION BASIN
Hydrograph type
= SCS Runoff
Storm frequency
= 100 yrs
Time interval
= 1 min
Drainage area
= 21.740 ac
Basin Slope
= 0.0 %
Tc method
= USER
Total precip.
= 10.00 in
Storm duration
= 24 hrs
Composite (ArealCN) = [(7.150 x 98) + (14,590 x 39)] 121,740
Q (cfs)
140.00
120.00
100.00
1:I1111I01
40.00
20.00
WFM
WET DETENTION BASIN
Hyd. No. 1 — 100 Year
Tuesday, Apr 15, 2014
Peak discharge = 121.82 cfs
Time to peak
= 725 min
Hyd. volume
= 376,851 cuft
Curve number
= 58*
Hydraulic length
= 0 ft
Time of conc. (Tc)
= 5.00 min
Distribution
= Type III
Shape factor
= 484
0 (cfs)
140.00
RK811I11
100.00
E11I0111
40.00
20.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time (min)

Hydrograph Report
Hydraflow Hydrographs by Intelisolve v9.1
Tuesday, Apr 15, 2014
Hyd. No. 2
WET DETENTION BASIN
Hydrograph type = Reservoir
Peak discharge
= 25.94 cfs
Storm frequency = 100 yrs
Time to peak
= 751 min
Time interval = 1 min
Hyd. volume
= 355,483 cuft
Inflow hyd. No. = 1 - WET DETENTION BASIN
Max. Elevation
= 24.46 ft
Reservoir name = WET DETENTION BASIN
Max. Storage
= 149,765 cuft
Storage Indication method used.
WET DETENTION BASIN
o (cfs) Hyd. No. 2 - 100 Year Q (cfs)
140.00 140.00
120.00 --- --- - ---- -- -- - -- -- 120.00
80.00 - - — - - - -- — - - - - — -- -- 80.00
40.00 -- --- -- -- - --_ ---- - 40.00
0.00 0.00
0 240 480 720 960 1200 1440 1680 1920 2160 2400 2640
Time (min)
— Hyd No. 2 —Hyd No. 1 F---.1 Total storage used = 149,765 cuff

Drainage Area
CULVERT#1
Drainage Area 338,945 sf
Drainage Area 7.78 ac
Impervious Area Calculation
Pavement
17,440 sf
Sidewalk
8,411 sf
Lots
81,000 sf
Total
106,851 sf
Total
2.45 ac
% Impervious
31.5%
10-Year Peak Flow Calcs
10-Year Peak Flow
10-Year Intensity 7.23 in/hr
C-Factor 0.47
Q=C'I'A 26.48 cfs
25-Year Peak Flow Calcs
100-Year Peak Flow
100-year Intensity 8.15 in/hr
C-Factor 0.47
Q=C'I'A 29.85 cfs

Drainage Area
Drainage Area
Drainage Area
Impervious Area Calculation
% Impervious
10-Year Peak Flow Calcs
CROSS SECTION #1
524,401 sf
12.04 ac
Pavement
34,828 sf
Sidewalk
8,411 sf
Lots
146,250 sf
Total
189,489 sf
Total
4.35 ac
36.1 %
10-Year Peak Flow
10-Year Intensity 7.23 in/hr
C-Factor 0.50
Q=C*I*A 43.78 cfs
25-Year Peak Flow Calcs
100-Year Peak Flow
100-year Intensity 8.15 in/hr
C-Factor 0.50
Q=C*I*A 49.35 cfs

CROSS SECTION #1 - 10-YEAR
Worksheet for Trapezoidal Channel
Project Description
Worksheet
CROSS SECTION #1
Flow Element
Trapezoidal Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coeffic).020
Channel Slope
0.30 %
Left Side Slope
3.00 H : V
Right Side Slope
3.00 H : V
Bottom Width
2.00 ft
Discharge
43.78 cfs
Results
Depth
1.64 It
Flow Area
11.4 ft-
Wetted Perim.
12.39 it
Top Width
11.86 It
Critical Depth
1.38 ft
Critical Slope
0.66 %
Velocity
3.85 ft1s
Velocity Head
0.23 ft
Specific Enert
1.87 ft
Froude Numb
0.69
Flow Type
Subcritical

Drainage Area
Drainage Area
Drainage Area
Impervious Area Calculation
% Impervious
10-Year Peak Flow Calcs
CROSS SECTION #2
123,290 sf
2.83 ac
Pavement
7,694 sf
Sidewalk
0 sf
Lots
38,250 sf
Total
45,944 sf
Total
1.05 ac
37.3%
10-Year Peak Flow
10-Year Intensity 7.23 in/hr
C-Factor 0.51
Q=C*I*A 10.45 cfs
25-Year Peak Flow Calcs
100-Year Peak Flow
100-year Intensity 8.15 in/hr
C-Factor 0.51
Q=C*I*A 11.78 cfs

CROSS SECTION #2 - 10-YEAR
Worksheet for Trapezoidal Channel
Project Description
Worksheet
CROSS SECTION #2
Flow Element
Trapezoidal Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coeffc7.020
Channel Slope
0.26 %
Left Side Slope
3.00 H : V
Right Side Slope
3.00 H : V
Bottom Width
2.00 ft
Discharge
10.45 cis
Results
Depth
0.89 ft
Flow Area
4.1 ft-
Wetted Perim.
7.62 ft
Top Width
7.33 it
Critical Depth
0.68 ft
Critical Slope
0.80 %
Velocity
2.52 Ills
Velocity Head
0.10 ft
Specific Enerf
0.99 it
Froude Numb.
0.59
Flow Type 9ubcritical

Drainage Area
Drainage Area
Drainage Area
Impervious Area Calculation
% Impervious
10-Year Peak Flow Calcs
CROSS SECTION #3
141,752 sf
3.25 ac
Pavement
9,271 sf
Sidewalk
0 sf
Lots
42,750 sf
Total
52,021 sf
Total
1.19 ac
36.7%
10-Year Peak Flow
10-Year Intensity 7.23 in/hr
C-Factor 0.51
Q=C'I'A 11.93 cfs
25-Year Peak Flow Calcs
100-Year Peak Flow
100-year Intensity 8.15 in/hr
C-Factor 0.51
Q=C'I'A 13.44 cfs

CROSS SECTION #3 - 10-YEAR
Worksheet for Trapezoidal Channel
Project Description
Worksheet
CROSS SECTION #3
Flow Element
Trapezoidal Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coeffic].020
Channel Slope
0.32 %
Left Side Slope
3.00 H : V
Right Side Slope
3.00 H : V
Bottom Width
2.00 it
Discharge
11.93 cis
Results
Depth
0.90 it
Flow Area
4.2 it -
Wetted Perim,
7.69 it
Top Width
7.40 it
Critical Depth
0.73 it
Critical Slope
0.78 %
Velocity
2.82 fits
Velocity Head
0.12 it
Specific Enerc
1.02 ft
Froude Numb.
0.66
Flow Type
>ubcritical

Drainage Area
Drainage Area
Drainage Area
Impervious Area Calculation
% Impervious
10-Year Peak Flow Calcs
CROSS SECTION #4
178,854 sf
4.11 ac
Pavement
7,757 sf
Sidewalk
3,995 sf
Lots
51,750 sf
Total
63,502 sf
Total
1.46 ac
35.5%
10-Year Peak Flow
10-Year Intensity 7.23 in/hr
C-Factor 0.50
Q=C*I*A 14.80 cfs
25-Year Peak Flow Calcs
100-Year Peak Flow
100-year Intensity 8.15 in/hr
C-Factor 0.50
Q=C*I*A 16.68 cfs

CROSS SECTION #4 - 10-YEAR
Worksheet for Trapezoidal Channel
Project Description
Worksheet
CROSS SECTION #4
Flow Element
Trapezoidal Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coefc).020
Channel Slope
0.25 %
Left Side Slope
3.00 H : V
Right Side Slope
3.00 H : V
Bottom Width
2.00 it
Discharge
14.80 cis
Results
Depth
1.05 it
Flow Area
5.4 ft'
Welted Perim.
8.66 it
Top Width
8.32 it
Critical Depth
0.81 it
Critical Slope
0.76 %
Velocity
2.72 ftis
Velocity Head
0.12 ft
Specific Eneri
1.17 ft
Froude Numb.
0.59
Flow Type Subcrilical

CROSS SECTION #5
Drainage Area
Drainage Area
Drainage Area
Impervious Area Calculation
Pavement
Sidewalk
Lots
Total
Total
% Impervious
10-Year Peak Flow Calcs
10-Year Peak Flow
10-Year Intensity
C-Factor
Q=C*I*A
25-Year Peak Flow Calcs
100-Year Peak Flow
100-year Intensity
C-Factor
Q=C*I*A
155,894 sf
3.58 ac
9,278 sf
4,316 sf
49,500 sf
63,094 sf
1.45 ac
40.5%
7.23 in/hr
0.53
13.80 cfs
8.15 in/hr
0.53
15.56 cfs

CROSS SECTION #5 - 10-YEAR
Worksheet for Trapezoidal Channel
Project Description
Worksheet
CROSS SECTION #5
Flow Element
Trapezoidal Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coeffic7.020
Channel Slope
0.30 %
Left Side Slope
3.00 H : V
Right Side Slope
3.00 H : V
Bottom Width
2.00 ft
Discharge
13.80 cfs
Results
Depth
0.98 ft
Flow Area
4.8 W
Wetted Perimi
8.18 ft
Top Width
7.87 It
Critical Depth
0.78 ft
Critical Slope
0.77 %
Velocity
2.86 fits
Velocity Head
0.13 It
Specific EnerS
1.10 It
Froude Numb
0.64
Flow Type
Subcritical

Drainage Area
Drainage Area
Drainage Area
Impervious Area Calculation
% Impervious
10-Year Peak Flow Calcs
CROSS SECTION #6
196,287 sf
4.51 ac
Pavement 11,852 sf
Sidewalk 0 sf
Lots 58,500 sf
Total 70,352 sf
Total 1.62 ac
35.8%
10-Year Peak Flow
10-Year Intensity 7.23 in/hr
C-Factor 0.50
Q=C'I'A 16.32 cfs
25-Year Peak Flow Calcs
100-Year Peak Flow
100-year Intensity 8.15 in/hr
C-Factor 0.50
Q=C"I`A 18.40 cfs

CROSS SECTION #6 - 10-YEAR
Worksheet for Trapezoidal Channel
Project Description
Worksheet
CROSS SECTION #6
Flow Element
Trapezoidal Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coeffic).020
Channel Slope
0.47 %
Left Side Slope
3.00 H : V
Right Side Slope
3.00 H : V
Bottom Width
2.00 ft
Discharge
16.32 cfs
Results
Depth
0.95 It
Flow Area
4.6 ft-
Wetted Perim,
8.02 ft
Top Width
7.71 It
Critical Depth
0.85 It
Critical Slope
0.75 %
Velocity
3.53 ft/s
Velocity Head
0.19 ft
Specific Enerl
1.15 ft
Froude Numb
0.80
Flow Type
8ubcritical

Drainage Area
Drainage Area
Drainage Area
Impervious Area Calculation
% Impervious
10-Year Peak Flow Calcs
CROSS SECTION #7
94,106 sf
2.16 ac
Pavement
5,567 sf
Sidewalk
0 sf
Lots
27,000 sf
Total
32,567 sf
Total
0.75 ac
34.6%
10-Year Peak Flow
10-Year Intensity 7.23 infhr
C-Factor 0.49
Q=C'I'A 7.69 cfs
25-Year Peak Flow Calcs
100-Year Peak Flow
100-year Intensity 8.15 in/hr
C-Factor 0.49
Q=C'I'A 8.67 cfs

CROSS SECTION #7 - 10-YEAR
Worksheet for Trapezoidal Channel
Project Description
Worksheet
CROSS SECTION #7
Flow Element
Trapezoidal Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coeffic).020
Channel Slope
0.30 %
Left Side Slope
3.00 H : V
Right Side Slope
3.00 H : V
Bottom Width
2.00 ft
Discharge
7.69 cis
Results
Depth
0.74 It
Flow Area
3.1 fN
Welted Perim.
6.69 ft
Top Width
6.45 R
Critical Depth
0.58 ft
Critical Slope
0.83 %
Velocity
2.45 ft/s
Velocity Head
0.09 ft
Specific Enerc
0.84 ft
Froude Numb.
0.62
Flow Type Subcritical

Drainage Area
Drainage Area
Drainage Area
Impervious Area Calculation
Impervious
10-Year Peak Flow Calcs
CROSS SECTION #8
64,939 sf
1.49 ac
Pavement
5,910 sf
Sidewalk
0 sf
Lots
22,500 sf
Total
28,410 sf
Total
0.65 ac
43.7%
10-Year Peak Flow
10-Year Intensity 7.23 in/hr
C-Factor 0.56
Q=C*I*A 6.00 cfs
25-Year Peak Flow Calcs
100-Year Peak Flow
100-year Intensity 8.15 in/hr
C-Factor 0.56
Q=C*I*A 6.76 cfs

CROSS SECTION #8 - 10-YEAR
Worksheet for Trapezoidal Channel
Project Description
Worksheet
CROSS SECTION #8
Flow Element
Trapezoidal Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coeffic).020
Channel Slope
0.30 %
Left Side Slope
3.00 H : V
Right Side Slope
3.00 H : V
Bottom Width
2.00 It
Discharge
6.00 cfs
Results
Depth
0.66 ft
Flow Area
2.6 ft'
Wetted Perim.
6.16 ft
Top Width
5.94 ft
Critical Depth
0.51 It
Critical Slope
0.86 %
Velocity
2.30 ftls
Velocity Head
0.08 ft
Specific F_nerc
0.74 ft
Froude Numb.
0.61
Flow Type
Subcrilical

Hydrograph Return Period Recap
Hydraflow Hydrographs by Intelisolve v9.1
Hyd.
No.
Hydrograph
type
(origin)
Inflow
Hyd(s)
Peak Outflow (cfs)
Hydrograph
description
1-Yr
2-Yr
3-Yr
5-Yr
10-Yr
25-Yr
50-Yr
100-Yr
1
2
SCS Runoff
Reservoir
--
1
---
----
----
----
-----
----
---
----
---
----
--
--
--
----
121.82
55.54
WET DETENTION BASIN
WET DETENTION BASIN
Proj. file: 2014-04-15 PHASE 2 100-YEAR.gpw
Tuesday, Apr 15, 2014

2
Hydrograph Summary Report
Hydraflow Hydrographs by Intelisolve v9.1
Hyd.
No.
Hydrograph
typo
(origin)
Peak
flow
(CIS)
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
121.82
1
725
376,851
---
---
---
WET DETENTION BASIN
2
Reservoir
55.54
1
736
289,221
1
23.95
126,675
WET DETENTION BASIN
2014-04-15 PHASE 2 100-YEAR.gpw
Return Period: 100 Year
Tuesday, Apr 15, 2014

3
Hydrograph Report
HydraBow Hydrographs by Intelisolve v9.1
Tuesday, Apr 15, 2014
Hyd. No. 1
WET DETENTION BASIN
Hydrograph type
= SCS Runoff
Peak discharge
= 121.82 cfs
Storm frequency
= 100 yrs
Time to peak
= 725 min
Time interval
= 1 min
Hyd. volume
= 376,851 cuft
Drainage area
= 21.740 ac
Curve number
= 58'
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= USER
Time of conc. (Tc)
= 5.00 min
Total precip.
= 10.00 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
Composite (Area/CN) = [(7.150 x 98) + (14.590 x 39)] / 21.740
Q (cfs)
140.00
120.00
100.00
S1111I111
20.00
go
WET DETENTION BASIN
Hyd. No. 1 — 100 Year
imM
Q (cfs)
140.00
120.00
100.00
V-111111P]
40.00
20.00
!MINM
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
— Hyd No. 1

4
Hydrograph Report
Hydragow Hydrographs by Intelisolve v9.1
Tuesday, Apr 15, 2014
Hyd. No. 2
WET DETENTION BASIN
Hydrograph type = Reservoir
Peak discharge
= 55.54 cfs
Storm frequency = 100 yrs
Time to peak
= 736 min
Time interval = 1 min
Hyd. volume
= 289,221 cuft
Inflow hyd. No. = 1 - WET DETENTION BASIN
Max. Elevation
= 23.95 ft
Reservoir name = WET DETENTION BASIN
Max. Storage
= 126,675 cuft
Storage Indication method used
Q (cfs
140.00
120.00
H11111Ia
M
40.00
20.00
WET DETENTION BASIN
Hyd. No. 2 — 100 Year
Q (cfs)
140.00
120.00
100.00
[Y111111,
40.00
E"drIrI�:
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
— Hyd No. 2 —Hyd No. 1 F— Total storage used = 126,675 cuff

Pond Report
5
Hydraflow Hydrographs by Intelisolve v9.1
Tuesday, Apr 15, 2014
Pond No. 1 - WET DETENTION BASIN
Pond Data
Contours - User -defined contour areas. Conic
method
used for volume calculation. Begining Elevation = 20.50 ft
Stage I Storage Table
Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cult)
Total storage (cuft)
0.00 20.50
28,779
0
0
0.50 21.00
32,830
15,390
15,390
1.50 22.00
36,295
34,545
49,934
2.50 23.00
39,118
37,694
87,628
3.50 24.00
43,200
41,138
128,766
4.50 25.00
47,554
45,355
174,121
5.50 26.00
51,965
49,738
223,859
Culvert I Orifice Structures
Weir Structures
[A] [B]
[C]
[PrfRsr]
[A] [B]
[C] [D]
Rise (in) = 0.00 0.00
0.00
0.00
Crest Len (ft) = 20.00 0.00
0.00 0.00
Span (in) = 0.00 0.00
0.00
0.00
Crest El. (ft)
= 23.00 0.00
0.00 0.00
No. Barrels = 0 0
0
0
Weir Coeff.
= 3.00 3.33
3.33 3.33
Invert El. (it) = 0.00 0.00
0.00
0.00
Weir Type
= Broad --
-- ---
Length (ft) = 0.00 0.00
0.00
0.00
Multistage
= No No
No No
Slope (%) = 0.00 0.00
0.00
n/a
N-Value = .013 .013
.013
n/a
Orifice Coeff. = 0.60 0.60
0.60
0.60
Exfil.(inRv)
= 0.000 (by Contour)
Multi -Stage = n/a No
No
No
TW Elev. (ft)
= 0.00
Note: CulveNOnfice omnow we analyeed
under iniat(ic) and
wifel(m) control. Weir users checked for orifice conditions(ic) and submergence(s).
Stage I Storage I Discharge Table
Stage Storage Elevation ClvA
CIvB CIvC
PrfRsr
WrA WrB WrC
WrD Exfil User
Total
ft tuft ft cfs
cfs cis
cfs
cfs cfs cfs
cfs cfs cfs
cis
0.00 0 20.50 -
- -
-
0.00 - -
- - -
0.00
0.05 1,539 20.55 ---
-- --
-
0.00 -- --
-- - --
0.00
0.10 3,078 20.60 ---
--- --
--
0.00 -- --
-- -- --
0.00
0.15 4,617 20.65 ---
--- --
--
0.00 -- --
--- -- --
0.00
0.20 6,156 20.70 --
-- -
--
0.00 - --
-- •- -
0.00
0.25 7,695 20.75 --
- -
--
0.00 - --
-- -- -
0.00
0.30 9,234 20.80 --
-- -
--
0.00 - --
- -- -
0.00
0.35 10,773 20.85 --
-- --
--
0.00 - --
-- -- --
0.00
0.40 12,312 20.90 --
-- -
--
0.00 -- --
--- -- --
0.00
0.45 13,851 20.95 ---
--- --
--
0.00 -- --
--- -- --
0.00
0.50 15,390 21.00 --
-- --
--
0.00 - --
- -- -
0.00
0.60 18,844 21.10 -
-- -
-
0.00 - --
-- -- -
0.00
0.70 22,299 21.20 ---
--- --
--
0.00 -- --
--- -- -
0.00
0.80 25,753 21.30 ---
--- --
--
0.00 -- --
-- -- --
0.00
0.90 29,207 21.40 --
--- -
-
0.00 -- --
-- -- --
0.00
1.00 32,662 21.50 --
-- -
--
0.00 -- --
--- - --
0.00
1.10 36,116 21.60 --
- --
-
0.00 -- --
- - -
0.00
1.20 39,571 21.70 --
-- -
-
0.00 -- --
- - --
0.00
1.30 43,025 21.80 ---
--- --
--
0.00 -- --
--- -- -
0.00
1.40 46,480 21.90 ---
--- --
--
0.00 -- --
--- -- --
0.00
1.50 49,934 22.00 ---
-- --
--
0.00 -- --
-- -- --
0.00
1.60 53,704 22.10 -
- -
-
0.00 -- --
- - --
0.00
1.70 57,473 22.20 --
-- --
--
0.00 -- --
-- - -
0.00
1.80 61,242 22.30 --
--- --
-
0.00 -- --
-- -- --
0.00
1.90 65,012 22.40 ---
--- --
--
0.00 -- --
--- -- -
0.00
2.00 68,781 22.50 --•
--- --
--
0.00 -- --
--- -- --
0.00
2.10 72,551 22.60 --
-- --
--
0.00 - --
- - -
0.00
2.20 76,320 22.70 -
-- --
--
0.00 -- --
- - -
0.00
2.30 80,089 22.80 ---
--- --
--
0.00 -- --
--- -- --
0.00
2.40 83,859 22.90 --
-- --
--
0.00 -- --
-- - --
0.00
2.50 87,628 23.00 -•
-- --
--
0.00 -- --
-- -- --
0.00
2.60 91,742 23.10 --
-- -
-
1.90 -- -
--- -- -
1.90
2.70 95,856 23.20 --
-- -
-
5.37 - -
- -- -
5.37
2.80 99,969 23.30 --
--- --
--
9.86 -- -
--- -- -
9.86
2.90 104,083 23.40 --
--- --
--
15.18 - --
-- -- --
15.18
3.00 108,197 23.50 --
--- --
--
21.21 -- --
-- -- --
21.21
3.10 112,311 23.60 --
- -
--
27.89 -- --
-- -- --
27.89
3.20 116,425 23.70 -
- -
-
35.14 - --
- -- --
35.14
Continues on next
page...

s
WET DETENTION BASIN
Stage / Storage I Discharge Table
Stage
Storage
Elevation
CIvA
CIv8 CIvC PrfRsr WrA WrB
WrC WrD Exfil User Total
ft
Cuft
ft
cfs
cfs cfs cfs cfs cfs
cfs cfs cfs Cfs cfs
3.30
120,539
23.80
--
-- -- -- 42.93 --
-- --- -- -- 42.93
3.40
124,652
23.90
--
- -- -- 51.23 -
- --- - -- 51.23
3.50
128,766
24.00
-
-- - -- 60.00 -
- - - - 60.00
3.60
133,302
24.10
--
-- -- -- 69.22 -
- -- - -- 69.22
3.70
137,837
24.20
---
-- -- -- 78.87 -
- -- -- -- 78.87
3.80
142,373
24.30
---
--- -- -- 88.93 --
- -- - -- 88.93
3.90
146,908
24.40
---
-- - -- 99.39 --
- --- -- - 99.39
4.00
151,444
24.50
---
-- -- -- 110.23 --
-- --- -- -- 110.23
4.10
156,979
24.60
--
--- -- -- 121.43 -
-- --- -- -- 121.43
4.20
160,515
24.70
---
--- - -- 132.99 --
-- --- -- -- 132.99
4.30
165,050
24.80
---
-- -- -- 144.90 --
-- -- -- - 144.90
4.40
169,586
24.90
--
-- -- -- 157.14 --
- -- - -- 157.14
4.50
174,121
25.00
-
- - -- 169.71 -
- - - -- 169.71
4.60
179,095
25.10
--
- - -- 182.59 -
- - - -- 182.59
4.70
184,069
25.20
-
- - -- 195.79 -
- - -- -- 195.79
4.80
189,043
25.30
-
- -- -- 209.29 -
-- -- -- -- 209.29
4.90
194,017
25.40
--
--- -- -- 223.08 -
-- --- -- -- 223.08
5.00
198,990
25.50
---
--- - -- 237.17 --
-- --- -- - 237.17
5.10
203,964
25.60
---
--- -- -- 251.54 --
-- --- - -- 251.54
5.20
208,938
25.70
---
--- -- -- 266.19 --
-- -- -- -- 266.19
5.30
213,912
25.80
--
-- -- -- 281.12 -
-- --- -- -- 281.12
5.40
218,886
25.90
--
--- - - 296.31 -
-- --- -- - 296.31
5.50
223,859
26.00
--
--- - - 311.77 -
-- -- - - 311.77
...End

_ ECS CAROLINAS, LLP
Sef my fhr, Sfewrimd ror Scrvfcn
Cowmrwinn Mstenalb • f=rr.!r• n,:w,,lal • Facilrlies "' " e"•' "
February 10, 2014
Mr. Gary Pape, P.E.
GSP Consulting, PLLC
6626 Gordon Road
Wilmington, North Carolina 28411
Reference: Report of Seasonal High Water Table Estimation
The Oaks at Sloop Point PH 2
Sloop Point, Pander County, North Carolina
ECS Project No. 22.20203
Dear Mr. Pape:
ECS Carolinas, LLP (ECS) recently conducted an estimation of the Seasonal High Water Table
(SHWT) for the proposed stormwater best management practice (BMP) areas at the Oaks at
Sloop Point PH 2 in Sloop Point, 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.
Lor;#itioit, ,'.
SbiWT
_ ,Grouhdyrati3F
B-1
_
40 inches
�� 65 inches
The SHWT may vary within the proposed site due to changes in subsurface conditions and
elevation.
�,,..:.I f7��;q�,,,F4riF. rnh:Jl,Vddinq,ntan Nr'lf.til t.4t.-,�;r`'yi�r�fi .cnru.•..p,rerc-,}., �m
a „i .. I•Ly ., 1, F' n' .. .I'.'. .*e ,i1 fG 'rr 111

Report of SHWT Estimation
The Oaks at Stoop Point Ph 2
Stoop Point, Pander 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 reportor 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

-�Ull L�21�
rr L -6
(9 APPROXIMATE BORING LOCATION
NOT TO SCALE
The Oaks at Sloop Point PH2
Sloop Point, Pender County,
North Carolina
ECS Project # 20203
February 5, 2014
KBW
Figure I— Boring Location Plan
Provided by: GSP Consulting
Ad

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

2-19-2014
�����������������������������f B4319 P0330 °IIoDeeds Paqe I Of phbyPROP
JWi Register of Deeds
(� Sharon Leer S:2@-34.@0
NC REVENUE STAMP:3$2100.00Pender(#66770j NC
Prepared by: J. L. Seay Jr., Attorney, 519 Market Street, Wilmington, NC 28401
,/Retum to: Eugene B. Davis, Attorney, 2030 Eastwood Road, Wilmington, NC 28403
/E cise Tax: 2100.00
ax PIN reference: 4214-12-8251-0000
The Property conveyed by this deed is not the primary residence of Grantor.
Brief Index Description: Nine Tracts. Topsail Greens Dr.
STATE OF NORTH CAROLINA
COUNTY OF PENDER
ECEISOYE
APR 17 2014
SPECIAL WARRANTY DEED
THIS DEED, made this qk� 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

IIIIIIIII III IIII 111111111111111111111 B4379 P0331i°; o0:34.0 0
Pander County, NC Register of Deeds page 2 of 17
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:QC�
V�0—
Name: Donna Lehmer
Title: Senior Vice President of SAM of SCBT
STATE OF SOUTH CAROLINA:
COUNTY OF U'(51A eC—A() V)
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 �s , 2014.
TWPublic ature
1 fir. 71.7t-
Printed Name of Notary Public
(Notary Sap!) My commission expires:ci 6 f al oaf l�
NOTA fry''•—! _
-
%
GT• As. z o2°• •. �
� •.
'+)I��``
H...

°IllhO2oge� PP,,d,r CoIntv. NC Reqister o1 Deeds paqe 3 of
Exhibit A
TRACT I
TOPSAIL GREENS GOLF COURSE
Pago L Of IS
BEGINNING AT AN EXISTING IRON PIPE IN THE SOUTHEASTERN LINE OP U.S.
HICHWAY 017 (100 FOOT' WIDE RIGHT OF WAY), SAID BEGINNING POINT SEINO
LOCATED SOUTH 45 DEGREES 12 MINUTES 05 SECONDS WEST, 550.57 FEET FROM
AN EXISTING.IRON PIPE WHICH MARKS THE NORTHERNMOST CORNER OF TOPSAIL
GREENS, AS SHOWN ON A MAP DATED OCTOBER 31, 1986, BY HO➢BS &
ASSOCIATES, AS RECO42DED IN MAP BOOK 22 AT PAGE 143 OF THE PENDER COUNTY
RCGIS7RY, AND SAID NORTHERNMOST CORNER BEING LOCATED SOUTH 39 DECADES
21 MINUTES 46 SECONDS HEST, 4,431.96 FEET PROM A NORTH CAROLINA
GEODETIC SURVEY, TRIANGULATION STATION MONUMENT ENTITLED "S. LOOP,
2904" (PRELIMINARY DATA); THENCE FROM THE POINT OP BEGINNING;
SOUTH 45 DEGREES 30:MINUTES, 45 SECONDS EAST, 22.59 PEST;
SOUTH 00 DEGREES 4I.MINUTES 00 SECONDS WEST, 86.13 TEST;
SOUTH 26 DEGREES 39'MINUIMS 42 SECONDS EAST, 61.52 FELT,
SOUTH 51 DEGREES 39.MINUTES 39 SECONDS FAST, 60.08 FEET;
SOUTH 71 DEGREES 14:MINUTE3 28 SECONDS EAST, 70.43 FEET;
SOUTH 87 DEGREES'15: MINUTES 20 SECONDS EAST, 107.50 FEET;
SOUTH 69 DEGREES 12! MINUTES 00 SECONDS EAST, S7.0E FEET;
NORTH 66 DEGREES 41i MINUTES 57 SECONDS EAST, 60.75 FEET,
SOU774-67 DEGREES 53:MINUTES 34 SECONDS EAST, 59.06 DEBT;
SOU771 55 DEGREES 28;MINUTSS 13 SECONDS EAST, 62.88 FEET;
SOUTH 31 DEGREES 4G,MINUTES'08 SECONDS EAST, 7.7.09 FEET;
SOUTH 60 DEGREES 18;MINUTES 11 SECONDS EAST, 68.72 FRET;
NORTH 00 DEGREES 47:HINUTE•S 51 SECONDS EAST, 60.43 FEET;
SOUTH 62 DEGREES 20;MLNUTE3 33 SECONDS EAST, 66:90 FEET, -
SOUTH 24 DEGREES 23: MINUTES 25 SECONDS EAST, 83.06 PEST;
SOUTH 75 DEGREES 56;MINUT'ES 58 SECONDS EAST,'70.99 FEET;
SOUTH 16 DEGREES, 40MINUTES 35 SECONDS EAST, 94. 04 FEET;
SOUTH 69 DEGREES. I7;MINUT2S 24 SECONDS EAST, 67.30 PEST;
SOUTH 36 DEGREES 13;MINUTES 54 SECONDS EAST, 75.22 FEET;
SOUTH 42 DEGREES 03:MXNUVES 59 SECONDS EAST, 79.40 FEET; '
SOUTH 02 DEGREES 16:MINUTES 47 SECONDS WEST, 63.9S FRET;
SOUTH 38 DEGREES 40:MINUTES 33 SECONDS EAST, 145.14 FEET;
NORTH 48 DEGREES 12 MINUTES 22 SECONDS EAST, 12.03 FEET;
SOUTH 73 DEGREES 14 MINUTES 14 SECONDS EAST, 30.39 FEET,
SOUTH 36 DEGREES 02.MXNUTZS 46 SECONDS EAST, 134.06 FEET,
SOUTH 32 DEGREES 48'MINUTES 00 SECONDS EAST, 75.76 FEET;
SOUTH 69 DEGREES 16:MINUTES 19 SECONDS EAST, 55.41 FEET;
SOUTH 40 DEGREES 40'MINUTR5 58 SECONDS EAST, 12.01 FEET,
SOUTH 18 DEGREES S1:MINUTES 48 SECONDS EAST, 50.15 FEET;
SOUTH 40 DEGREES 22-MXNUTFS 46 SECONDS EAST, 123.30 FEET;
SOUTH. 26 DEGREES 26:MINUTES 39 SECONDS WEST, 90.95 FEET;
SOUTH 12 DEGREES 18,MINDT29 23 SECONDS WEST, 77.34 FEET,
SOUTH 27 DEGREES 45'MINUTES 26 SECONDS EAST, 170.64 FEET;

02-19-2014
IN IT11111111111111111111111111111 Ki P p ie11oughb�PROP
Page of 115
Exhibit A
SOUTH 52 DEGREES 4R MINUTES 44 SECONDS EAST,
122.10 PEET,
SOUTH 63 DEGREES 31 MINUTES 21 SECONDS BAST,
60.00 FEBT; ,
NORTH 26 DEGREES 26 MINUTES 39 SECONDS EAST,
103.80 PERT,
SOUTH 31 DEGREES 47 MINUTES 41 SECONDS EAST,
27.99 FEET; THENCE, A
CHORD BEING;
SOUTH 31 DEGREES 49 MINUTES 40 SECONDS EAST,
38.66 FEET; THENCE, A
CHORD BEING;
SOUTH 22 DEGREES 44 MINUTES 36 SECONDS EAST,
26.96 PEEP;
NORTH 19 DEGREES 30 MINUTES OS SECONDS WEST,
5.63 FEET; THENCE, A C11ORD
BEING;
SOUTH 12 DEGREES 20 MINUTES 50 SECONDS WEST,
03.40 FEET; THENCE, A
CUORD BEING/
,
SOUTH 36 DEGREES 26 MINUTES 28 SECGIJDS 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/
SOUT14 14 DECREES'46 MINUTES 57 SECONDS WEST;
69.05 FEET;
S00371 03 DEGREES 21' MINUTES 37 SECONDS EAST,
50.10 FEET;
SOUTH 13 DEGREES 36 MINUTES 59 SECONDS EAST,
65.49 FEET,.
SOUTH 79 DEGREES 12 MINUTES 59 SECONDS EAST,
109.00 FEET;
NORTH 32 DEGREES14 MINUTES 03 SECONDS EAST,
32.93 FEET; THENCE, A
CHORD DEINC;
SOUTH 70 DEGREES 45 MINUTES OS SECONDS.EAST,
29.24 FRET; THENCE, A
CHORD OF;
SOUTH 52 DEGREES 37, MINUTES 19 SECONDS EAST,
.20.67 FEET; THENCE, A ,
CHORD OF;
SOUTH 20 DEGREES 26; MINUTES 22 SECONDS EAST,
00.00 FEET,
SOUTH 35 DEGREES 21' MINUTES 59 SECONDS EAST,
125.62 PERT; THENCE, A
CHORD BEING;
SOUTH 45 DEGREES 22 MINUTES 02 SECONDS EAST,
569.97 FEET, THENCE, A
CHORD OF;
,
SOUTH 55 DEGREES 21. MINUTES 59 SECONDS EAST,
146.20 FEET; 'THENCE, A
CHORD BRINU;
SOUTH 62 DEGREES 52 MINUTES 11 SECONDS EAST,
00.90 FEET; THENCE, A
CHORD BEINGI
SOUTH 23,DEGREES 19. MINUTES 11 SECONDS BAST,
20.66 FEET;
SOUTH 22 DEGREES 26' MINUTES 43 SECONDS WEST,
116.80 FEET;
SOUTH 20 DEGREES 12 MINUTES 27 SECONDS WEST,
1.18.24 FEET;

Pender CI�niv. NCIReoist., of 84319 P0334 mf.j��'b of
Page 3 or IS
Exhibit A
,
NORTH 45 DEGREES 39 MINUTES 35 SECONDS WEST,
89.23 FEET;'
NORTH 63 DEGREES 08 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 WGST,
63.D4 FEET;
SOUTH 85 DEGREES 30 MINUTES 36 SECONDS WEST,
222.36 FEET;
NORTH 68 DEGREES 13 MINUTES 58 SECONDS WEST,
325. 00 PEET;
NORTH 00 DEGREES 19 MINUTES 29 SECONDS [VEST,
60. 00 rEET;.
NORTH 41 DEGREES 19 MINUTES 25 SECON09 WEST,
173.77 FEET;
NORTH 45 DEGREES 57 MINUTES 39 SECONDS WEST,
93.04 FEET;
NORTH 44 DECREES 02 MINUTES 21 SECONDS EAST,
53.09 FEET;
NORTH 44 DEGREES 41 MINUTES 43 SECONDS WEST,
60.02 FEET;
NORTH 44 DEGREES 02 MINUTES 21 SECONDS EAST,
0.00 rRET;
NORTH 44 DEGREES 41 MINUTES 43 SECONDS WEST,
60.02 FEET;
SOUTH dd DEGREES 02 MINUTES 21 SECONDS WEST,
0.00 PRETI
NORTH 44 DEGREES 41 MINUTES 43 SECONDS WEST,
60.02 FEET;
SOUTH 44 DEGREES 02 MINUTES 21 SECONDS WEST,
8.00 FEET;
NORTH 44 DEGREES 41 MINUTES 43.SECONDS WEST,
110.40 rEET;
SOUTH 74 DEGREES 48 MINUTES 05 SECONDS WEST,
196.40 FEET;
NORTH 34 DEGREES 59 MINUTES 01 SECONDS WEST,
61.03 FEET,
NORTH 50 DEGREES 20 MINUTES 03 SECONDS WEST,
60.21 FEET;
NORTH 57 DEGREEB'53 MINUTES 46 SECONDS WEST,
122.04 FEET;
NORTH 44 DECREES 49 MINUTES 47 SECONDS WEST,
63.14 FEET, -
NORTH 85 DEGREES 44 MINUTES 46 S14CQNDS WEST,
64.46 FEET;
NORTH SO.DRGREES 46 MINUTES 42 SECONDS [JEST,
101.26 PERT;
NORT71 64 DEGREES 22 MINUTES 20 SECONDS EAST,
37.00 PEET;
NORTH 30 DEGREES 17 MINUTES 51 SECONDS EAST,
60.00 FEET;
NORTH 22 DEGREES 02 MINUTES 17 SECONDS EAST,
60.63 FEET;
NORTH 14 DEGREES 00 MINUTES 44 SECONDS EAST,
62.51 FEET;
NORTH 17 DEGREES 0i MINUTES 47 SECONDS WEST,
122.67 FEET;
NORTH 37 DAGREES 40 MINUTES 34 SECONDS WEST,
129.45 FEET;
NORTH 59 DECREES 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,
155.18 £EET;
NORTH 40 DEGREES 47 MINUTES 49 SECONDS WEST,
279.22 FEET;
NORTli 41 DEGREES 34 MINUTES 14 SECONDS WEST,
319.89 FEET;
NORTH 31 DEGREES 43 MINUTES 00 SECONDS WEST,
126.85 FEET;
NORTH 25 DEGREES., 59 MINUTES 34 SECONDS WEST,
137.00 PEET;

02-19 2201E
Ponder C��ntV. NC Resister of 64319 n0 ljof�7hb�ROP
Page A of IS
Exhibit A
NORTH 23 DEGREES 52 'MINOTRS 55 SECONDS WEST, 430.00 FEET;
N0147H 45 DEGREES 12 "MINUTES 05 SECONDS EAST, 565.36 FEL•'T;
TO THE POINT OP BEGINNING, AND CONTAINING 50.0 ACRES, MORE OR LESS. .
EXCE'PT'ED PROM THE ABOVE DESCRIPTION IS ALL PROPERTY WITHIN 'TOPSAIL
PLANATION AS SHOWN ON A MAP RECORDED IN MAP BOOR 16 AT PAGE 73 OF THE
FENDER COUNTY REGISTRY.
SAID PROPERTY BEING THE SAME PROPERTY SHOWN AS TRACT 1 IN A SURVEY D1'
STUART Y. BENSON AND ASSOCIATES, ENTITLED TOPSAIL GREENS, DATED APRIL
1330.
SAID TRACT 1 IS SUBJECT TO THE FOLLOWING EXCEPTIONS,
1. UTILITY EASEMENTS AND EASEMEWTS FOR INGRESS AND EGRESS TO TOPSAIL
GREENS COMMUNITY ASSOCIATION, INC. RECORDED IN DOOR 757, PAGE 373,
PEN➢ER COUNTY RE(:ISTRY.
2. UTILITY EASEMENT TO SOUTHERN BELL TELEPHONE A TELEGRAPH RECORDED IN .
BOOR 669, PAGE 111,;PENDER COUNTY REGISTRY,
3. ANY MATTERS RELATING TO SAID TRACT 1 SHOWN ON MAPS OP 7T4E PROPERTY
RECORDED IN THE PENDER COUNTY REGISTRY.
TRACT 2
TOPSAIL GREENS GOLF COURSE
BEGINNING AT AN EXISTING IRON PIPE IN THB'RASTERN LINE OF THE TOPSAIL
GREENS SUBDIVISION TRACT AS SHORN ON A A1AP RECORDED IN MAP BOOR 22 AT
PAGE 143 OP'THE PENDER COUNTY REGISTRY, SAID BEGINNING POINT BEING
LOCATED THE FOLLOWING CHORDS AND DISTANCES FROM THE NORTH CAROLINA
GEODETIC SURVEY TRIANGULATION STATION MONUMENT "S. LOOP", (N,
252,02G. 08; E, 2, 412, 703.99 1994 PRELIMINARY DATA) SOUTH 39 DEGREES 21
MINUTTS 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

IIIIIIIIIIIIIIIIIII IIIIIIIIIIIII IIIII p611 �20
Ki:34. 00
Pender County, NC Replster of Deeds page 7 of i7
ROP
I
Page S or _b
Exhibit A
a
DEGREES 09 MINUTES 56 SECONDS EAST, 2,709.89 FEET TO THE DECINNING
POINT, 'THENCE, FROM THE POINT OF BEGINNING:
SOUTH 40 DEGREES 09!MXMUTE8 56 SECONDS EAST,
1,433.20 FEET
SOUTH 49 DEGREES 50. MINUTES 04 SECONDS WEST,
9.4 FEET; TRENCH,. ALONG A
CURVE TO THE LEFT, A CHORD ➢RING;
. - NORTH 66 DEGREES 15,MINUTES 32 SECONDS WEST,
294.90 FEET; AND RUNS ,
THENCE;
% SOOTH 07 DEGREES 30!MINUTES O1 SECOND NEST,
130.06 FEET; THENCE, A .
CURVE TO THE RIGHT, A CHORD BEING;
' NORPIf 89 DEGREES 24'MINUTES 12 SECONDS WEST,
29.47 FEET; AND RUNS
'1'11RNCE, i
.,
NORTH 30 DECREES 16;MINVTPS 51 SECONDS EAST,
93.06 PERT; '
'14OR271 40.DEGRRW 491MINUTES 20 SECONDS WEST,
61.11 FEET;
NOR TV 30 DEGREES 16(MINUTEB 51 SECONDS EAST,
".
0.00 FEET'; .
NORTH 48. DEGiaW-49j MINUTES 20-:SRCONDS WEST,
61.10 FEET;
:;SOUTH.30 pDGRRES-16jMINUT;iS 51'RECONDS WEST,
0.00 FEET; r
'! NORTH 48: DEGREES. ";MINUTES 20 BSCOND9 WEST,
192.15 PERT;'
' NSRTN 40 DECR413S";22 �mp*".ES. 71., SECONDS WEST,
186.06 FEET;
' NORTH..40,DEG7iEES 49j'MINUTES"'2p SECONDS HEST,
.;'.SOUTH
186.37 FEET; -�
53 BEGRBES_ 09'MIz6TEB-19 55C11NDS WEST,
21.08 FEET;
'NORTN'36 DEGREES S2'MINUTES 17 SECONDS WEST'i
54.43 FEET;
SOUTH 02 DEGREES 111MINUTE9,34 SECONDS WEST,
69.64 FEEVI
S0077i 53 DEGREES 07:MINUTES 43 SECONDS WEST,
77.44 FEET;
NORTH 35 DEGREES 21 MTVUT'ES 59 SECONDS WEST,
100.00 PEFiT'j AND RUNS '
THENCE, ALONG A CURVE To THE RIGHT, A CHORD
BRING;
NORTH 07 DEGREES 51 ;A7INUTES 59 SECONDS WEST,
263.20 FEET; AND RUNS
THENCE;
SOUTH 01 DEGREES 41;MINUTES 46 SECONDS EAST,
200.69 FEST; ..
NORTH 79 DBGRBES 3D!MINUTES 06 SECONDS EAST,
26:00 FEET,,
SOUTH 77 DEGREES 28:MINUTES 11 SECONDS EAST,
109.20 FEET;
HQRTH'11 DEGREES 41 MINUTE9 10 SECONDS EAST,
312. 01 FEET;'
ROR271 49 DEGREES 51 jMINVrES .04 SECONDS EAST,
41.94 FEET TO 771E POINT OF
BEGINNING, AND CONTAINING 7.0 ACRES, MORE OR
LESS.
SAID PROPERTY BEING THE SAME PROPERTY SHOWN AS TRACT 2 IN A SURVEY BY
STUART Y. BENSON AND ASSOCIATES, ENTITLED TOPSAIL GREENS, DATED APRIL -
1990.

IIIlillllllllllllll IIIIIIIIIIIIIIIIII aharo Lear °;;o� hbyP oP
Ponder County. NC Reaister of Deeds paqe 8 of 17
Page G Of 1_S
Exhibit A
SAID TRACT 2 IS SUBJECT TO THB POLLOWINO.EXCEPTIONS:
1. UTILITY EASEMENTS AND EASEMENTS FOR INGRESS AND BGRESS TO TOPSAIL
GREENS COMMUNITY .ASSOCIATION, INC. RECORDED IN BOOK 757, PACH 373,
PENDER COUNTY REGISTRY.
2, UTILITY BASEMENT TO SOUTHERN BELL TELEPHONE 5 TELEGRAPH RECORDED IN
BOOR 668, PAGE 121, .PENDER COUNTY REGISTRY.
J. .PLAT OP A SURvnV BY WILLIAM L. CONAN, R.L.S., DATED MAY, 1984,
„SHOWS POWER LINES'AND POWER POLES LOCATED ON THE PREMISES.
9. ANY MATTERS RELATING TO SAID TRACT 2.SHOWN ON MAPS OF 7WH P20PERT31.
RECORDED IN THE PENDER COUNTY REGISTRY.
i
... TRACT 3
TOPSAIL GREENS OOLPCOURSE '
13WINNING. AT,,A• NEW IRON PIpE,WHICH MARKS THE NORTHERNMOST CORNER 04' THE;
GRNENWAY,-PLANTATIONIESTATJ SUDDIVISION''.TR^ACT, SAID MAP BEING RECORDEp
1N MAP _.BOOJF 12 AT• PAGGS.• 64,1 65: AND- 66 IN THE FENDER COUNTY.:REGIST'RY,
AND'SAID BEGINNING 'p0I1VT; 'ALSOMARKS THE NORTHERNMOST CORNER. OF LOT 1114, '
OF THE SAID'GRBBNWAY PLANTATION ESTATES, AND RUNS THENCE, FROM THE
POINT OF DEGINNING::
NORTH '49 DEGREES 42�MINUTES 30 SECONDS EAST, 111.50 FEET',
NORTH 40 DEGREES 29�MINUTE9 43 SECONDS WEST, 90.47 PEET,
NORTH 67 DEGREES 33:HXNUTBS 17 SECONDS WEST, 90.85 FEET, •
NORTH 22 DEGREES 26;MINUTES 43 SECONDS EAST, 130.92 FEET) THENCE, ALONG
A CURVE TO THE RIGHT, A CHORD BEING];.
NORTH 59 DEGREES 10•MINUTES 31 SECONDS EAST, 24.00 PERT, AND RUNS
THENCE,
SOUTH 07 DEGREES 37 MINUTES 30 SECONDS BAST, 40. 66 FESTj AND RUNS
THENCR,

Page 7 Of IS
EXhibit A
I
NORM 07 DEGREES 30 MINUTES 01 SECOND EAST, 130.06 FEST; THENCE, ALONG .
A CURVE, TO 771E LEPT, A CHORD BEING;
SOUTH 66 DEGREES 15;MINUTRS 10 SECONDS EAST, 250.94 FEET; AND RUNS ,
'1'lIENCE, '
SOUTH 40 DEGREES 09,MINUTRS SG SECONDS EAST, 600.01 FELT; THENCE, ALONG
A CURVE TO 7HR LEFT; A CHORD BEING;
SOUTH 59 DEGREES 20 MINUTES 00 SECONDS EAST, 202.00 FRET; AND RUNS
THENCE, ;
SOUTH 11 DEGREES 29,MINUTES 40 SECONDS WEST, 5.0 FEET; AND RUNS T'HENCR,
SOUTH 70 DEGREES 30.WNUTES 20 SECONDS EAST, 57.30 FRET; THENCE, ALONG
A CURVE TO THE RIGHT, A CHORD BEING;
SOUTH 59 DEGREES 43: MINUTES 00 SECONDS EAST, 204.36 FRET'1 AND RUNS
THENCE, ;
SOUTH 40 DEGREES 55;AIINUTES 57 SECONDS EAST, 096.54 FEET;
SOUTH 49 DEGREES O4!MINUTES 03 SECONDS WEST, 90.00 FEST1
NORTH B9 DEGREES 59'MINUTES 52 SECONDS WEST, 50.00 FRET;
SOUTH 39 DEGREES 30MINUTES 26 SECONDS EAST, 202.04,FEET; '
S007-11 47 DEGREES 96,:MINUTES 31 SECONDS FAST, 191.36 PEST,
NORTH A9 DEGREES 04i MINUTES 03 SECONDS EAST, 110.00 FEET;
'SOUTH*90 DEGREES 55!MINUTES 57•SECONDS EAST, 2,551.86 FRET;
'SOUTH 44 DEGRER9 551MINUTES 16 SECONDS WEST, 247.92 FEET;
NOR771 45 DEGREES O41MINUTES 44 SECONDS WEST, 250.O0,FEE'T; '
SOUTH 52 DEGREES 02; MINUTES 45 SECONDS (VEST, 201.56 FEET;
SOUTTI 45 DEGREES 04:MINUTES 44 SECONDS EAST, 275.00 FRET;
SOUTH 44 DEGREES 551MINUTES 16 SECONDS WEST, 227.52 FEET;
NORTH 40 DEGREES 32:MINUTES 00 SECONDS WEST, 4,442.0 PEEP, TUENCS;
NORTH 49 DEGREES 29�MINUTES 00 SECONDS EAST, 200.0 FEET;
NORTH 40 DEGREES 31a MINUTES 00 SECONDS WEST, 50.0 PEST;
SOUTH 49 DEGREES 29i MINUTES 00 SECONDS WEST, 100.0 PERT;
.- NORTH 40 DEGREES 31;MINUTES 00 SECONDS WEST, 540.0 FEET.TO THE
BEGINNING AND CONTAINING 70.0 ACRES, HORS OR LESS.
SAID PROPERTY BEING. THE SAME PROPERTY SHOWN AS TRACT 3 IN A SURVEY BY
STUART Y. BENSON AND ASSOCIATES, ENTITLED TOPSAIL GREENS, DATED APRIL
1990.
SAID TRACT 3 IS SUBJECT TO THE POLLOWING EXCEPTIONS:

02-19 22014
1'
Pander C��ntv. NC Reoister of Deeds Paqe 84319 P033900 uj&� POP
Rit
Page B oP 15
Exhibit A
1. UTILITY EASEMENTS AND EASEMENTS FOR INGRESS AND EGRESS TO TOPSAIL
GREENS COMMUNITY ASSOCIATION, INC. RECORDED IN BOOR 757, PAGE 373, ,
FENDER COUNTY REGISTRY.
2. UTILITY EASEMENT TO SOUTHERN BELL TELEPHONE 6 TELEGRAPH RECORDED 1'N
BOOK 660, PAGE 112, .PENDER COUNTY REGISTRY.
3. RIGHTS OF OTHERS .IN AND TO 2'TH3 UNINTERRUPTED FLOW OF THE WATETXS OF
SHEPHJlRD'S BRANCH. .
4, 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 3 SHOWN ON MAPS OF 211E PROPERTY.
RECORDED IN THE FENDER COUNTY REGISTRY.
TRACT 4
TOPSAIL GREENS GOLF:C()uRSE '
BEGINNING AT AN EXIy^TINO IRON PIPE AS LOCATED ATTHE INTRRSECTION OF
THE SOUTHERN LINE OF- SECONDARY.`,ROAD 1563 (60 FOOT WIDE RIGHT OF WAY)
.'NITH THS•WESTERN LINE OF JONES'ROAD (60 FOOT WIDE RIGHT OF WAY) AS
SR(gWN.ON A MAP ENTITLED. PLANTATION COUNTRY CLUB, .SECTION 2 AS RECOROEU'
IN MAP BOOK'12 AT PAGE 19 IN THE 'PENDER COUNTY REGISTRY, AND RUNS
THENCE, FROM THE POINT OF -BEGINNING ALONG ,TONES ROAD: '
SOUTH 40 DEGREES 55:MINUTE5 10 SECONDS EAST, 290.50 FEET TO ANEW IRON
PIPE; THENCE, SOUTH,16 DEGREES 39 MINUTES 40 SECONDS EAST, 351.02 FEET
7-0 A NEW IRON PIPE; THENCE, SOUTH 35 DEGREES 39 MINUTES 10 SECONDS'
RUT, 401.54 FEET; THENCE,
SOUTH 24 DEGREES 06 MINUTES 18 SECONDS EAST, 73.47.FEET;
SOUTH 22 DEGREES 07'MINUTES 10 SECONDS EAST, 79.35 PEET; ..
SOUTH 09 DEGREES O4:MINUOES 18 SECONDS EAST, 79.35 PEET7
SOUTH 03 DEGREES 55;MINUTES 42 SECONDS WEST, 79.35 FEET;
SOUTH 17 DEGREES 01 MINUTE 42 SECONDS WEST, 79.35 FEET; --
SOUTH 30 DEGREES O4 MINUTES 42 SECONDS WEST, 79.35 FEET;

�����������������I�����������f B4319 P9340Deeds page i1if�Kb)PROP
Page A of IS
Exhibit A
i
SOU771 43 DEGREES 09'MINUTES 42 SECONDS WEST, 79.35 FEET; -
SOUTH 41 DEGREES 19 MINUT➢•S 42 SECONDS WEST, 19.66 FEET;.
SOUTH 35 DEGREES 59 MINUTES 36 SECONDS WEST, 204.10 FEET;
SOUTH 37 DEGREES 01 04INUTE 47 SECONDS EAST, 126.32 FEET; THENCE, ALONG
PLANTATION ROAD, SOUTH 52 DEGREES 55 NINVTES 26 SECONDS WEST, 650.97
PEET T'O AN IRON PIPE; THENCE, NORTH 40 DEGREES 22 MINUTES 20 SECONDS.
WEST, 477.05 FEET TO AN IRON PIPE; THENCE, NOR271 25 DEGREES 17 MINUTES
40 SECONDS EAST, 801.34 FEET TO AN IRON PIPE; THENCE, NORTH 45 DEGREES
06 MINUTES Be SECONDS WEST, 710.85 FEET TO AN IRON PIPE; THENCE, NOR171
44 DEGREES 55 MINUTES 16 SECONDS EAST 202.95 FEET TO AN IRONPIPE;
THENCE, SOUTH 45 DEGREES 04 MINUTES 44 SECONDS EAST, '550.00 rEET TO AN;
IRON PIPE; THENCE, NORTH 44 DEGREES 55 MINUTES 16 SECONDS EAST, 127.20
PEEL TO AN IRON PIPE; THENCE, NORTH 20 DEGREES 22 MINUTES 44 SECONDS
WEST, 305.6 FEET, TO AN IRON PIPE; THENCE, NORTH 00 DEGREES 54 MINUTES
14 SECONDS, WEST, 358. 73 FEET TO A POINT IN THE RIGHT OF WAY OF N.C.
SECONDARY ROAD 1563; THENCE, ALONG SAID RIGHT OF WAY NORTH 44. DEOREG3'.�
55 MINUTES 16 SECONDS EAST 60.00 FELT TO THE POINT OF BEGINNING AND.
CONTAINING 26. 0, ACRES, MORB'ORLESS.
SAID PROPERTY BEING THE SAME PROPERTY SHOWN AS TRACT 4 IN A. SURVEY BY
STUART Y. DENSON AND ASSOCIATES, ENTITLED TOPSAIL GREENS, DATED APRIL
1990.
SAID TRACT 4 1'S Suw':pcT TO THE 1TOLLOWING zxcePTIONS',
I. UTILITY EASEMENT TO SOUTHERN DELL TELEPHONE R TELEGRAPH RECORDED IN
BOOK 660, PAGE 111, 'PENDER COUNTY REGISTRY.
2. PLAT OF A SURVEY, BY WILLIAM L. COWAN, R.L.S., DATED MAY, 1984,
SNOWS POWER LINES AND POWER POLES LOCATED ON THE PREMISES.
3. ANY MATTERS RELATING TO SAID TRACT 4 SHOWN ON MAPS OF THE PROPERTY
RECORDED IN THE PENDER COUNTY REGISTRY.
TRACT 5
THE CENTERLINE OF A 50 FOOT WIDE RIGHT OF WAY ENTITLED TOPSAIL GREENS

02-19-2814
������������������f 84319 PLear
034�Z�of��e oP
PagR IU of IS
Exhibit A
A
DRIVE IS DESCRIBED AS FOLLOWS. BEGINNING AT A POINT IN TEB
SOUTIMASTERN LINE OF. U.S. HIGHWAY 1117 (100 FOOT. WIDE RIGHT OF WAY),
SAI➢ BEGINNING POINT BEING LOCATED SOUTH 45 DEGREES 12 MINUTES 05
SECONDS WEST, 350.09 FRET rROM AN IRON Pl;PR WHICH MARI(S T'IlB
NORT9IRRNMOST CORNER OP TOPSAIL GREENS, AS SHOWN ON A MAP DATED OC1'OI)ER
31, 1906 BY 1fOBBS & ASSOCIATES, AS RECORDED Ili BODE 22 AT PAGE 143 OP
17/E PRNDEY COUNTY REGISTRY, AND SONS THRNCE, PROM SAID'➢RGINNING POINT,
ALONG 17JR CENTERLIIliq OF TOPSAIL GREENS DRIVE (50 FOOT WIDE RIG117' OF'
WAY) SOUTH 44 DEGREES 47 MINU7'SS 55 SECONDS EAST, 200.00 FEET 171 A
POINT AT IWE P.C. OF, A CURVR TO THE LEFT, WHIC1f SAID CURVE IMS A RADMI
OF 400.47 FEET WIT11 iAM MC LENGTH OF 242.32 FERfJ 1'f1ENCE, ALONG A
TANGENT, SOUTH 79 DEGREES 28 MINUTES 05 SECONDS EAST, 110.39 PEYT TO A.'
'. POINT AT 171E P.C. OP. A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS
OF 425.92 PEET WITH M ARC LENGTH OF 290.67 FEETI THENCE, A Ut"ORNT,
SOUTH 40 DEGREES 21 MINUTES 59 SECONDS EAST, 1,302.18 FEET TO A POINT
AT 1'11.0 P.C. OF A'CURVY TO TILE RIGHT, SAID CURVE HAVING A RADIUS OP
311.77 FEET WITH AN ARC LENGTH OF 326.49 FEET; 77ISNCS, A 'TANGENT, SOUTH
19 DEGREES 38 MINUTES 01 SECONDS WEST, 125.57 FEET IV A POINT AT TUG
P.C. OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS.OF 310.0 FEET
WITH AN ARC LENGTH OF 237.50 FEET, THENCE, A TANGENT, SOUTH 35 DEGREES
.23. MINUTES 59, SECONDS EAST,. 125:57 FEET TO THE P.C. OP A CURVE TO 771B
'LEFT, •SAID CURVE HAVING �A RADIUS OP 1, 636. 31 FEET WITH AN ARC LRNGT'11 Or
564; 20-PEBT1 TIfENCE,tA TANGENT, SOUTH 55 DEGREES 21 MINUTES 59 SECONDS;
EAST, '146-.20 FRET T'OO-THE P.C. OF A CURVE 'To THE LEFT, SAID CURVE HAVING
A RADIUR OP 310.0 FEET WITH AN ARC LENGTH OR 200.19 FEET 1'O A POINT
THENCE, A TANGENT, NORTH 07 DEGREES 30 MINUTES 01-SECOND EAST, 130.06
PEST TO A POINT AT TH2 P.C. OF A CURVE TO THB RIGHT, SAID CURVY HAVING
A RADIUS'OP 310.16 PEST AND AN ARC LENGTH OP 282.66 FEB'1'1 THENCE', ALONG
A TANGENT, SOUTH 40 bEGRYES 09 MINUTES 56 SECONDS EAST, 600.01 rRGT TO
A POINT AT THE P.C. OF A CURVE TO THY LEFT, SAID CURVE HAVING A RADIUS
Or 404.52 PEST WTTY AN ARC LENGTH Or 240.63 FEET TO A'POINT AT THE
TERMINUS OP SAID 50 FOOT WIDE RIGHT OP WAY AND SAID POINT' ALSO BEING
'THE P.C. OF A REVERSE CURVE TO THE RIGHT WHICH HAS A•60 MOT 'WIDE RIGHT
OP WAY (30 FOOT EACH SIDE CEMIT:RLME). THENCE, ALONG THE CENTERLINE OP -
SAID CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OP 347.28 FEET WITH
AN ARC LENGTH OF 227.74 FEET TO A POINT, THYNCB, ALONG A TANGENT, SOUTH
40 DEGREES 50 MII(IITES 57 SECONDS BAST, 600.0 FRET.TO THE TERMINUS OF

Pender Countv. NC Realster of Deeds Paae B4319 P03423'Iof ug_hbyPROP
Pnge I, of IS
Exhibit A
,t
SAID 60 FOOT EASEMENT.
SAID REAL PROPERTY IS THE SAHE PROPERTY SHOWN AS TRACT 5 ON A SURVEY. BY
STUART Y. BENSON AND ASSOCIATES, ENTITLED TOPSAIL GREENS, DATED APRIL
1330.
SAID 77?ACl• 5 IS SUBJECT TO TIIE DECLARATION OF COVENANTS, CONDITIONS AND
RESTRICTIONS FOR TOPSAIL GREENS RECORDED IN BODUC 663, PAGE 212, FENDER
COUNTY REGISTRY, AND TO AMSNDPIENTS 7'HEIMU RECORDED IN BOOK 602, 'TAGS
195, AND BOOK 757, PAGE 377, FENDER COUNTY REGISTRY AND 7%) THE RIGHTS
OP OWNERS OF LOTS IN TOPSAIL GREENS SUBDIVISION, AS SHOWN ON PLATS
RECCRDED IN 771M PENDER COUNTY REGISTRY., AND TIIE' PUBLIC, TO USE SAID
PROPERTY FOR INGRESS AND EGRESS. THIS CONVEYANCE INCLUDES TIIE RIGHTS
AND OBLIGATION OF TTUt GRANTOR TO REPAIR AND -MAINTAIN SAID TOPSAIL
GREENS DRIVE LOCATED WITHIN TRACT 5. BY ACCEPTANCE OF THIS DEED OP
CONVEYANCE THE VpANTEIi BEREIN ASSUMES PROM THE GRANTOR AND AGREES 7'O BE
RESPONSIBLE FOR 4'HEVREPAIR AND MAINTENANCE OF SAID TOPSAIL GREENS DRj'V/i
LOCATED WITHIN TRACT 5.
SAID TRACT 5 IS SUBJECT TO TIIE FOLLOWING EXCEPTIONS,
1. UTILITY EASEMENTS AND EASEMENTS FOR INGRESS AND EGRESS TO TOPSAIL
GREENS COMMUNITY ASgOCIATION, INC. RECORDED IN BOOK 757, PAOR 373,
FENDER COUNTY REGISTRY.
2. UTILITY RASEMENT TO SOUTKCRN BELL TELEP1fONE b 7'ELECRAPII RECORDED IN
BOOK 660, PAGE 13I, PlWDER COUNTY REGISTRY.
J. lUGH7'S OF OTHERS IN AND TO THE UNINTERRUPTED FLOW OF TIIE WATRRS OP;
SHEPHARDIS BRANCH.
9. PLAT OF A SURVEY BY WILLIAM L. COWAN, R.L.S., DATED MAY, 1959,
SHOWS POWER LINES AND POWER POLES LOCATED ON THE PREMISES.
5. ANY MATTERS RELATING TO SAID TRACTS 'SHOWN ON MAPS OF THR PROPERTY
RECORDED IN TIIE FENDER COUNTY REGISTRY.

02 19 22h014
���������������������������f 8haro Pe@34ar Ul`o'uj7 VROP
Page L2 OE 1S
Exhibit A
6. TRACT 5 IS SUBJECT TD ALL MATTERS SHOWN ON A PLAT RECORDED IN BOOK
22, PAGE 33, AND MAP BOOR 22, PAGE 143, VENDER COUNTY REGISTRY, AND ANY
AMENDMENT'S THERETO RECORDED IN SAID REGISTRY, INCLUDING THE EXISTENCE
OF UTILITY EASEMENTS RESERVED TO CHAMPION HOME COMMUNITIES, INC.
TRACT 6
THE CENTDRLINE Or PROPER27 60 FEET IN WIDTH, FVUXCH 60 POOT WIDE RIGH7'
OF WAY IS DESCRIBED. AS FOLLOWS,
BEGINNING AT A POINT IN 711E NORTHWESTERN LINE OP NORTH CAROLINA
SECONDARY RW u1563, SAID POINT BEING LOCATED SOUTH 45 DEGREES 04
MINUTES 44 SECONDS EAST, 30.05 FEET FROM AN IRON PIPE LOCATED AT THE
INTERSECTION OF THE: NORTHWESTERN LINE OF SAID SECONDARY ROAD 1563 WITH
THE WESTERN LINE OF: THE It. ROBERTS TRACT AND THE EASTERN LINE OF T'11E
TOPSAIL GREENS TRACT, AND RUNS THENCE, FROM THE SAID BEGINNING POINT,
NORTH 40 DEGREES 55;NINVTES 57 SECONDS WEST, AND PARALLEL TG SAID
ROBERTS LING 3,274.20 FEET TO THE POINT OF TERMINUS OF SAID EASEMENT'.
SAID PROPERTY IS THE SAME PROPERTY SHOWN AS TRACT 6 ON A SURVEY DY
STUART Y. BENSOIJ AND ASSOCIATES, ENTITLED TOPSAIL GREENS, DATED APRIL
1990.
SAID TRACT 6 IS SUBJECT TO 777R POLLOWING EXCEPTIONS:
1. UTILITY RASEMSNT TO SOUTHERN BELL TELEPHONE 3 TELEGRAPH RECORDED IN
BOOK 668, PAGE 131,!PR1IDER COUNTY REGISTRY.
2. RIGHTS OF OTHERS IN AND TO THE UNINTERRUPTED FLOW OF THE HATERS OF
SHEPHARDIS BRANCH.
3. PLAT -OF A SURVEY' BY WILLIAM L. COWAN, R.L.S., DATED MAY, 1904,
SHOWS POWER LINES AND POWER POLES LOCATED ON THE PREMISES.
4. ANY MATTERS RELATING TO SAID TRACT 6 SHOWN ON MAPS OF THE PROPERTY '
RECORDED IN THE PENbER COUNTY REGISTRY.

IIIIIIIIIIIIIIIIIIIIIIIIIIIILIIIIIIII B4319 P03441 20g:34. 00 Pender County. NC Reatster of Deeds aaar ROR
ae W1of 17
Page i3 DI is
Exhibit A
S. TRACT 6 IS SU➢Ji?CP TO THE RIGHTS OF THE PUBLIC IN AND 1'0 THE USE oil'
JONES ROAD.
TRACT. 7
A 60 FOOT WIDE RIGNI' OF WAY RNTITrr,,n,7'OPSAIL PLANTATION ROAD AS SUOIVN
ON A NAP OF TOPSAIL; PLANTATION, LOTS 1-26 AS SUOfIN IN MAP BOON 16 AT
RAGS 73 IN THE PI[NDER COUNTY REGISTRY.
SAID PROPERTY IS 'I'N¢ SAME PROPERTY SHOWN AS TRACT 7 ON A SURVEY BY
STUART Y. DENSON AND ASSOCIATES, ENTITLED 'TOPSAIL OREENS, DATUD APRIL
1990.
SAID TRACT 7 IS SUBS110' TO 771E FOLLOWING EXCEPTIONS,
1. UTILITY RASHNSNTS AND EASEMENTS FOR INGRESS AND EGRESS TO TOPSAIL
GREENS COMMUNITY ASSOCIATION, INC. RECORDED IN BOON 757, PAGE 373, - -
: PRNDBR' COUNTYREGISTRY. '
•..2. UTILITY EASEMENT'T'O SOUTHSRN BELL TRLHPHONR & 7RLEGRAPIf RECORDED IN
ROOK 660, PAGE 111, 'PEHDER COUNTY REGISTRY. '
3, ANY MATTERS RELATING TO SAID TRACT 7 SHOWN ON MAPS OF 7'fIE PROPERTY
RECORDIs'D IN 'T'fiG PENUBR COUNTY
REGI9TRY,
4. TRACT 7 IS SUBJECT TO THE 'RICHTS OF THE PUBLIC IN AND TO 2'119 USE OF
TOPSAIL PLANTATION LOAD.
S. ALL MATTERS SHOWN. ON PLATS RECORDEO IN BOOK 22, PAGE 33, AND BOOK'
22, PAGE 143, PENDER COUNTY REGISTRY, AND ANY AMENDMENTS THERETO,
INCLUDING THE EXISTRNCR OF UTILITY EASEMENTS RESERVED TO CHAMPION HOME
COMMUNITIES, INC.
TRACT 0
AN BASEMENT AND RIGRT OP WAY FOR PEDESTRIAN AND GOLF CART TRAPFIC IN,

9-2014
Ponder County, NC Register of Deeds page B4319 P03456°`I �Kb�oP
Page L'I or 45
Exhibit A
OVER, ACROSS AND THROUGH THAT CERTAIN TRACT OF LAND SHOWN AS TOPSAIL
DRIVE LOCATED IN TOPSAIL TOWNSHIP, VENDER COUNTY, NORTH CAROLINA,
DESCRIBED AS FOLLOWS:
A 20-FOOT WIDE PEDRSTRIAN CROSSING EASEMENT WHICH CROSSES CHAMPION
DRIVE, AS SHOWN ON MAPS OF TOPSAIL GREENS RECORDED IN THE PENDER COUNTY
REGISTRY, LOCATED AS FOLLOWS: '
THE CENTERLINE OF SAID EASEMENT IS LOCATED SOUTHWARDLY 60 FEET FROM THE
INTERSECTION OF -THE' CENTRRLINR OFTOPSAIL GREENS DRIVE WITH THE
CENTERLIR'B OF CTL9MPTON DRIVE AD MEASURED ALONG THE CENTERLINE" OF
CHAMPION DRIVE. THEI CENTBRLINE OF SAID EASSMENP9 RUNS AT RIGHT 'ANOLCS
WITH. THE RIGHT Oil WAY OF CHAMPION DRIVE AND TOPSAIL GREENS DRIVE. SAID
EASEMENT IS SHOWN I{T A SURVEY BY STUART Y. BENSON AND ASSOCIATE9
ENTITLED TOPSAIL GREENS, DATED APRIL 1990, WHICH SURVEY IS INCORPORATED
HERRIN BY REFERENCE, FOR A MORE PARTICULAR DESCRIPTION.
TRACT 8 IS THE SAME; EASEMENT RESERVED TO CHAMPION HOME COfMJUNITIES,
INC. IN PARAGRAPH 2!OF THAT SECOND SUPPLEMENTAL DECLARATION OF
COVENANT9, CONDITIONS AND.RESTRICTIONS FOR TOPSAIL GREENS RECORDED IN
B001C 757 AT PAGE 377 IN THE PENDER COUNTY REGISTRY.
SAID TRACT' a IS aun*T TO TRB POLLOWING JLYCEPTION9:
1. UTILITY EABEMENT T'O SOUTHERN BELL TELEPHONE & TELEGRAPH RECORDED IN
BOOK 669, PAGE III,: FEMURS COUNTY REGISTRY.
2. ANY MATTERS RELATING TO SAID TRACT 8 SHOWN ON MAPS OF THE PROPERTY
RECORDED IN THE PENDER COUNTY REGISTRY.
3. TRACT 8 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 661, PAGE
195, AND BOOR 757, VAGE 377, PENDER COUNTY REGISTRY.
9. TRACT 8 IS SU➢JACT TO THE RIGHTS OF THE PUBLIC IN AND TO 771E USE OF
CHAMPION DRIVE.

Illllllllllllllltlll llll'IIIIiIIilllllf Sharo Pear Llil1fughb1PROP
Page '5 Of t$
--- - Exhibit A.
THE -TRACTS 1 THROUGH a I-ESCRIBED HEREIN I911VG A PORTION OF T118 PROP21iTY
CONVEYED TO CHAMPION HOME COMMUNITIES, ,INC, BY DEED RECORDED IN BOOK
634 AT PAGE 133 IN THE RENDER COUNTY REGISTRY.
TIUICT .9
BEGINNING AT AN IRON PIPE THAT MARRS TILE NORTHEAST CORNER OP -LOT' 170 OV
TOPSAIL GREENS AND RUNS TRENCE.ALONO THE NORTHEIW LINE Or T'HE COMMON
AREA, NORTH 65 DEGREES 30 MINUTES 36 SECONDS, EAST 222.36 PSST TO A
POINT WHICH MARRS THE NORTHWEST CORNER OP LOT 100 OF TOPSAIL GREENS1
TI)ENCB, A NEW LINE, SOUTH 60 DBGRERS 35 MINUTES 36 SECONDS WEST, 126.50
FBRT TO AN IRON PIPS) THENCE, A NEW LINE, NORTH, 60 DBGRBBS 06 O-INU'1'ES
10 SECONDS WEST, 120 FEET TO THE POINT OP BEGINNING, AND CONTAINING
5926 SQUARE FEET, MORE OR LESS.
TRAC-' 9 IS THE PROPERTY CONVEYED TO VIDEO NISIIINO BY DRED RECORDED IN
DOOR U76, PACE 263 OF THE PENDER COUNTTY REGISTRY AND LIES ADJACENF ro
AND SOUTH OP HOLE #16 OF THE TOPSAIL GREENS GOLF'COURSR AND INCLUDES
T'HR AREA WI-ERB THE CART PATH TRAVERSES SOUTH OP THE GOLF COURSE ]JOIN
Ills.
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 which 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 I 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 Identification Number'
4214-23-2200-0000 (a 14.74 acre parcel).

SS
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APPLICATION FOR SUBDIVISION
•Application No iPP�
Application Fee 't'
t ,, iTHIS'SECTION FOR
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i$ 'J�u i y,�t� ,�t�j , ;�
OFFICE USE
Date t
171t
KeCetNo
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:Master. Plan
HeaHn Date
N' C\ r',� en - I
P.reliminaryPlat ..
•Hearin Date
J.=L�r11�'
SECTION 1: APPLICANT INFORMATION a QQ(
��
Applicant's
Name:
Signature Top Sail NC, Ltd
Owner's Name:
Sig ture Op Sall NC, Lt
Applicants
Address:
g337B Katy Freeway #377
Owner's
Address:
g337B Katy Freeway #377
City, state, &
Zip
Houston, Texas 77024
zip state, &
Houston, Texas 77024
Phone Number:
713-822-3891
Phone
Number
Legal relationship of
applicant to land owner:
SECTION 2: PROJECT INFORMATION
Preliminary Plat
Residential
RP PD RM MH District
Mixed Use
PD
Exempt
Subdivision Type
I O Major (11 lots or more)
❑ Minor (10 lots or less)
❑ Other
Property Identification
Number PIN
4214-12-8251-0000
Total property acreage:
28 35
Zoning Classification:
PD
Acreage to be disturbed:
28.35
Additional Information:
Phase 2 Only
SECTION 3: SIGNAT S
Applicant's Signatur7'
Owner's Signature
; �.
Date:
3 n
NOTICE TO APPLICANT'
;, 47 7«
<...
1., Appllrant oe agent auttiodzed n writing must attend `the public hearing: '.
will be'heard. bnles the applicant
Z
T ` '. , ;r,•� ram^' 1. �!.
withdraws the applrcabon or unless the Planning x�
. 2: Once,tlte�Publ(c hearing has been advertised, the case
delay the hearing.%
Board or.other autlwrized'person agrees to table or
"'"3� All feesare7non-eMndatile
�A.; A complete appi&Mt' " ' musC6e Suhrnlft rbr to the deadline in order to be
plktd on the next planning Board' enda ,
�
f•`.'...'.IIICe USe Orliv
O
Sutiditrislon1Fees;,,$500+$70%%tUnrt(or'f_he/1rst100 Total FeeCakulaUon $ '' ., "" f" S
'hWunits, $S'00%%hunit thereafter ' I % • '
(Please•Include'#,ofcoples)f?n ,t ,t, p'thti4:
.,'Attachmen&lhcluded.with'Applicauan: •.
'CD%other Qigital_ l s y f0 Y :�' Y Plan Sels'r1 ftlof la. e 8 of llxl7 'r �: it Other ;�+ • 'a�'} `O Y
Vef5an, !p„;N T'' a. i,:' I•L'i:'i�+ ^'i (f'
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ild1 ._,Y
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Applicatlon receWeil by x ,, 1 "" '.�s , +
, •F?. ,, e S L.i Date
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Applkation oompletenes approved^ y . 1 r T"•-'� .�� -"�•
,Da;e + r « P ,
t ,Ee
Date scheduled fo�publlcheanng:
M)

r
' Lewis, Linda
From:
Megan O'Hare <[e-mail]>
Sent:
Friday, April 04, 2014 9:30 AM
To:
Allen ([e-mail]); Bill McDow MPO; Bryan McCabe; Carson Smith Ext;
Charles Newman; [e-mail]; Sams, Dan; David Smith; Dee
Turner; Grady, Don H; Doug McVey; Mickey Duvall; Gene Jackson; Blake, Hagan; Coats,
Heather; Jaki Pace; Upchurch, James H; Jan Dawson; Jason Turner, Jimmy Smith;
Steenhuis, Joanne; Lewis,Linda; Dunn, Maria T.; Michael Mack; Mike Kozlosky; Mike
Taylor; Henry, Nathan; Robert Walker; Tom Collins; Tommy Garriss; James, Trentt;
Vencent Dodge; [e-mail]
Cc:
Ashley Frank; Ed McCarthy; Kyle Breuer
Subject:
TRC Review: Wyndwater Phase 11 Preliminary Plat
Attachments:
Application.pdf; Narrative.pdf; Wyndwater Phase II Submittal.pdf; 2014-02-14 OAKS AT
SLOOP POINT MASTER PLAN.pdf; C-0 COVER_EDIT.pdf; C-3 SITE PLAN_EDIT.pdf .
Good Morning Pender County TRC,
As outlined in the Pender County Unified Development Ordinance § 2.9.2 A, the Technical Review Committee
shall make a recommendation on Preliminary Plat submittals.
Signature Pender County NC, LP applicant on behalf of First Federal Bank, owner is requesting Preliminary
Plat approval for Phase Two of the approved Master Development Plan for the project now known as
Wyndwater. This project is part ofthe Oaks at Sloop Point Master Development Plan (November 12, 2013
Planning Board Approved) previously sent to Pender County TRC for review of the MDP and Phase I, the
project included here is the second phase of development, all other phases will be sent to TRC as the applicant
submits.
The proposed development is located to the north of Doral Drive, northwest of Sloop Point Loop Road (SR
1563), south of the approved Cardinal Pointe subdivision and east of US Highway 17 in Hampstead. The
property may be further identified by PIN 4214-12-8251-0000. The property is zoned PD, Planned
Development District.
Phase Two includes 50 single family homes on approximately 28.35 acres. A quick breakdown:
- Density:1.76
- 12,000 sq. ft. lot minimum
- Open Space: 1.5 acres
- 479 daily trips, 38 AM and 51 PM peak hour trips
- Public water proposed
- Private septic
- Public roads
Planning Board MDP approval conditions (November 12, 2013) applicable to Phase Two:
- Allow emergency access to Doral Drive (along proposed 12' multi -use path)
- Provide connection to the adjacent property to the northwest for future connection
Please find the application, the applicant's narrative and site plan for Phase Two as well as the Master
Development Plan documents attached. Please note: the cover page and C-3 (Site Plan) have been updated since
submittal, those documents are attached separately.

This will be a Public Hearing Agenda Item on the May 6, 2014 Planning Board meeting. Please have your
comments to staff no later than Thursday, May 17, 2014. If you need any further information or have questions,
please let me know.
Thank you & enjoy your weekend!
Megan O'Hare
Planner1I
Pender County Planning and Community Development
Division of Planning
805 S. Walker Street (Physical Address)
PO Box 1519 (Mailing Address)
Burgaw, NC 28425
[phone]
[phone] (fax)
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third
parties.
Disclaimer: Pursuant to North Carolina General Statutes, Chapter 132, etseq., this electronic mail message and any attachments hereto, as well as any
electronic mail message(s) that may be sent in response to it may be considered public record and as such am subject to requests for review. If you
are not the Intended recipient, please destroy this message and inform the sender immediately. The information contained In this email may be
confidential and, in any event, Is Intended only for the use of the entity or Individual to whom It Is addressed.

GSP CONSULTING
March 21, 2014
Pender County
Planning and Community Development
805 S. Walker Street
Burgaw, NC 28425
Re: Wyndwater — Phase 2
Project Narrative
Dear Ms. O'Hare:
This project is located off and has direct access to Sloop Point Loop Road (SR 1563) in
Hampstead, Pender County, North Carolina. This phase of the project will be contain 50
single family homes that will contain Public NCDOT subdivision roads serving all of the
lots. The project will also include a Public waterline extension. Sewer for this project
will be treated by the use of septic systems with drain fields. The primary stormwater
measures for this site will be roadside swales that will direct the runoff to a proposed wet
detention basin that will be designed to control the peak runoff from the 10-year storm
event and will be analyzed for the 100-year storm event to prevent flooding of the
proposed development. This project will require approvals from DENR-Public Water
Supply Section for the water line extension, NCDOT for the subdivision streets &
NCDENR-Division of Energy, Mineral and Land Resources for stonmwater & erosion &
sediment control. The traffic impacts to adjacent properties will be minimal based on this
phase ofthe project generating approximately 479 total daily trips with 38 in the AM
peak hour and 51 in the PM peak hour based on the ITE Trip Generation Manual 8th
edition using ITE Code 210 for single family homes.
Please contact me immediately at [phone] or gVaoeamgsp-consulting com if you
have any questions or require additional information.
Sincerely,
GSP a
NSULTING, PLLC.
IS
Gary S. Pap , P.E.
6626 Gordon Road, Unit Wilmington, North Carolina 28411 tel: [phone]B70 fax: gto-799 6659

OESCRIPPON
EXISTING
PROPOSED
PROPOSEC
PRELIMINARY PLAT
FOR
WYNDWATER - PHASE 2
PENDER COUNTY, NORTH CAROLINA
MAY 2014
i
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(
Signature Tap Sail NC, Ltd.
4307 Peeble Drive
WILMINGTON, NC 28402
PHONE: [phone]
FGS.P CONSULTINGIPLLC
ENGINEERINGcrim...l.w..
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C-5

NORTH CAROLINA
Department of The Secretary of State
CERTIFICATE OF FOREIGN LIMITED PARTNERSHIP
i
i
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
Documentld: C20133SM123

Date Filed: 1/9/20.14 9:36:00 AM
Elaine F. Marshall
North Carolina Secretary of State
1.
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. II
1. The name of the foreign limited partnership is: rgtAgA✓d ra-Jdt t' At �r}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 Ton 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'urisdiction in which the li arq�ershi 'was formed is
�� e of formation was /d' G/�c7 p reUdj
The tml lied partnership's period of duration is
4. The street address of the principal office is:
Number and Street: t/d07 prCblC Dr
City: W� ><m State: /✓G zip Code:4dy/A County: N 1✓11atn0YV
The mailing address, if di ferent from the sired address, of the principal office:
Telephone: %3_47%r 25Z. _
Number and Street: Q,�J7 8 /YR ia4ti 0,177 /
City: }! U4.4J Stale71K Zip Code: 770.241 County: /iavr/3
5. Name"" of Registered Agent: Jcr)n;41 P0 11aJ, &0rA5....
6. Address of Registered Agent's Office:
Number and Street: (Ai07 Recblt t*r• _
°1 NtW#,)r?o City: al/f irn; . �as 1 state: NC Zip Code 8y/a County: ✓C/
The mailing address, 4f dUerent from the street address, of the registered office:
Number and Street:
City: ... State: NC Zip Code: . County,
NOM:
Filing fee is a50. This document most be mid will, the Secretary of State.
CORPORATIONS DIVISION P.O.BOX 29622 RALEIGH, NC 27626-06222
(Revised August, 2013) Page 1 Form LP-04

7. In consideration of the issuance of ii 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.
g. (Optional): Please provide a business e-mail address:
Privacy Redaction
The Secretary of State's Office will e-mail the bust aton
document is filed. The e-mail provided will not be viewable on the website. For in 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. ,Ll/Q/:i2f/l'G—ra.6 SQ/ LLC
S1hemMo,�aia� �dd.�C/ �rl'Lf�i!/ �/d
S
t
a
te/Lip T 7%021
Street/No.
City ` _
Stewzip _
10. Limited Partners (select I or 2, as appropriate)
❑ Attached is a list of the names and addresses of all limited partners (include full name/street
address/city/state/zip code/county); or
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: V$'0-7Prr4lr b4•
City: State: NC Zip Code: N/7- Counry,: oo✓Cw,
11. (Select one)
❑ The foreign limited partnership is a foreign limited liability limited partnership.
[The 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 specified:„
J/6mwruK6 TP.74+ e...VC, (STD
Ty or ptirtted name
!gnat .Jcnn%{r/�Un.k' wD n3
/�t/kFOCr• dlr d� ocC6? LAC
Title p4er,✓
NOTES:
FlUtareehS50. This document moat be flied with the Secreury or State.
CORPORATIONS DIVISION P.O.BOR 29622 RALEIGH, NC 27626.06222
(Revised August, 2013) Page 2 Form LP-04

W5-75 gw)OL")
STATEMENT OF UNANIMOUS CONSENT OF MEMBERS
(In Lieu of Organizational Meeting of Members)
OF
+f
14
SIGNATURE'TOP SAIL GP, LLC f APR 1 ii 2014
nv.
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. S. Form of Member Certificate.
BE 1T 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 Bock 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 N0. '. Authorize Issuance of Certificates for
Membershi L rte esr 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 a1,000.00
Michael H. Pollak $1,000.00
ec`_'crship
crest Units
1,000
1,000
BE IT RESOLVED, that the Man_aers of the lCompany are
authcrized anal instructed to issue Merri ership :Interest Unit:
Certificates to the aforesaid Members to-.-vlidence their:
respectise Qwnership of Membership Interest Jnii.s.
RESOJ,UT-014 1�0. 6. Establish Bank Account.
BE IT RESOLVED, that the Managers of the ICompany are
authorized and directed to open a bank account' in the name
of the Company; and
RE
11 FURTHER
RESOLVED, that the Managers
oil
the Companv
are
authorized
and directed to execute such
si<,n_,ture
cards
and
other necmnenis
in co-nnection with such
a_cocnt
as may
be
necessary or
advisable and to certify to
the
i
adoption of
the
appropriate
resolutions relating to such
account.
DATED: Ceccmber 6, 2013
Ill(:.: 111>.t:;A
e:ulifer cllak
Michael H. Pollak
.I-