SW8140416_HISTORICAL FILE_20180823 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 If 04 16
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
M, HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Zol Q o$ 23
YYYYMMDD

Energy, Mineral &
Land Resources
fi101 R ON MENTAL OUALI tY
August 23, 2018
Mr. Michael Pollak, Managea
Signature Top Sail vC, Ltd. LP
& Signature Top Sail GP, LLC
9337 13 Katy Preewav #377
Houston. Ta 77024
ROY COOPER
Go'c"10,
MICHAEL S. REGAN
secremry
WILLIAM E. (TOBY) VINSON, JR.
Inferinl 0irerwr
Subject: State StonnwaterAlanagentent Vermil No. SW8140416 )Iodificalion
Wyndwater Phase 2 (addition of Phase 9lots in Phase 2 area)
I- igh Density Subdivision Wet'Detention Pond Project.
Pender Comity
Dear Ml'. Pollak:
The Wilmington Regional Office received a complete, modified State Stormwater Management Permit Application
for Wyndwater Phase 2 (,Phase 9 lots) on April 18, 2018. Staffreview of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC
2H.1000 and Session Law 2008-211. We are forwarding modified Permit. No, SW8 1404) 6 MOD dated August
23, 20'18, for the construction, operation and maintenance of the Bh4P'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, certification of the BMP's, 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 certify the
BIMP's, to transfer the permit, or to renew the permit, will result in future compliance problems.
The following modifications are included and covered by this permit:
I. This phase 9 of development accounts for the previously permitted "future" impervious area of 60,300 sf in
Phase 2.
2. The new impervious area will be allocated as a total of 40,500 sf for 9 additional lots, and will include
19,800 sf for additional pavement.
3. Overall impervious area and drainage area for Phase 2 remain the same.
Ifany parts, requirements, or limitations contained in this permit: are unacceptable, you have the right to request an
adjudicatory hearing by fling 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 OAll
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, of visit their website at www.NCOAH.com. Unless such demands
arc made this permit shall be final and binding.
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State, Sterm'.nacr Pcnnit NO SW 140i6
Page 20f2
ICyou have any questions, or need additional infornnau n concerning this rnaI(or . plc sc contacI Steve, Pt eY ir1 i.lte.
1ViImington k.egional Office, al. (910) 796-721 S.
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• William 1' 'ffo&v) Vinson; 11 I'B; CT St C;P!vL lnierim Direwn
Diviiion of, .no�r�v,-Minom) and Land Rusolaces
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State Stormwater Management Systems
Permit No, SW8 140416 MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Signature Top Sail NC Ltd. LP
Wyndwater Phase 2 (Addition of Phase 9 lots)
Sloop Point Road, Hampstead, Pender County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter referred to as
the "stormwater rules') the approved stormwater management plans and specifications and
other supporting data as attached and on file with and approved by the Division of Energy,
Mineral and Land Resources (hereafter referred to as the Division or DEMLR) and
considered a part of this permit.
This permit shall be effective from the date of issuance until July 3, 2022 and shall be subject
to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
The subdivision is permitted for 70 lots, each limited to a maximum amount of built -
upon area as indicated in Section 11.4 (f) of this permit.
This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.8 of this permit. The runoff from all built -upon area within the
permitted drainage area(s) of this project must be directed into the permitted
stormwater control measure(s). The stormwater control measure has been designed to
handle the runoff from 407,335 square feet of impervious area.
4. The maximum built -upon area allowed for the entire subdivision is 407,335 square
feet.
The drainage area will be limited to the amount of built -upon area indicated in Sections
1.3 and 1.8 of this permit, and per approved plans.
Page 1 of 9

State Stormwater Management Systems
Permit No. SW8 140416 MOD
6. A 50' wide vegetative buffer must be provided and maintained adjacent surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers and the
mean high water line of tidal waters.
All runoff being directed into wetlands shall flow into and through those wetlands at a
non -erosive velocity.
8. The following design criteria have been permitted for the wet detention pond and it
must be provided and maintained at the design condition.
Pond 1
a.
Drainage Area, acres:
Onsite; ft2:
Offsite, ft2:
24.01
1,046,055
0
b.
Total Impervious Surfaces; ft2:
Onsite, ft2:
Offsite ft2:
407,335
0
c.
Average Pond Design Depth, feet:
4.5
d.
TSS Removal Efficiency:
90%
e.
Design Storm, inches:
1.5
f.
Permanent Pool PP Elevation. FMSL:
20.5
g.
Permitted PP Surface Area, ft2:
33,673
h.
Temporary Storage Elevation; FMSL:
21.84
i.
Permitted Storage Volume, ft3:
52,492
j,
Predevelopment 1 yr-24 hr. discharge rate, cfs:
0.95
k.
Controlling Orifice, inch 0 pipe:
4.0
I.
Orifice Flow Rate, cfs:
0.28
m.
PP Volume, ft3:
138,674
n.
Foreb2Y Volume; ft3:
29,015
o.
Maximum Fountain Horsepower:
1/2
p.
Receiving Stream/River Basin:
Mullet Run / Cape Fear
q.
Stream Index Number:
18-87-9-1
r.
Classification of Water Body:
SA; HWQ over''/z mile
II. SCHEDULE OF COMPLIANCE
No person or entity, including the permittee, shall alter any component of the approved
stormwater system shown on the approved plans unless and until the Division has
approved of the revised plan.
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.
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.
Prior to the sale of any lot, the following deed restrictions must be recorded:
The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 140416, as issued by the
Division'of Energy, Mineral and Land Resources under NCAC 2H.1000.
The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 140416 MOD
C. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the Division.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division.
f. The maximum built -upon area per lot is as shown in the table below:
Lot
BUA
(sf)
Lot
BUA
(sf)
Ph.9
Lots
BUA
(sf)
44
4500
75
4500
342
4500
45
4500
76
4500
343
4500
46
4500
77
4500
344
4500
47
4500
78
4500
345
4500
48
1 4500
79
4500
346
4500
49
4500
80
4500
347
4500
50
4500
81
4500
348
4500
51
4500
82
4500
349
4500
52
4500
83
4500
350
4500
53
4500
84
4500
_
54
4500
85
3738
55
4500
86
3628
_
56
4500
87
3628
_
57
4500
88
3628
58
4500
89
3628
_
59
4500
90
3628
60
4500
91
3628
61
4500
92
4043
62
4500
93
3665
63
4500
94
3987
64
4500
95
3688
65
4500
96
3688
66
4500
97
3911
67
4500
98
3625
68
4500
99
3625
69
4500
100
3625
70
4500
101
3625
71
4500
102
3625
72
4500
103
3625
73
4500
104
3698
74
4500
Total Lot BUA 298,936 Sf
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.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 140416 MOD
g. For those lots within CAMA's Area of Environmental Concern, where DCM
calculates a different maximum lot built -upon area, the governing lot BUA shall
be the more restrictive of the two numbers.
h. All runoff from the built -upon areas on the lot must drain into the permitted
system. This may be accomplished through providing roof drain gutters, which
drain to the pond or street, grading the lot to drain toward the street or directly
into the pond, or grading perimeter swales and directing them into the pond or
street.
i. Built -upon area in excess of the permitted amount will require a permit
modification.
j. All affected lots shall maintain a 50' wide vegetative buffer adjacent to surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of each side of streams and rivers and
the mean high water line of tidal waters.
k. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the requirements of the Stormwater Rules is
subject to enforcement procedures as set forth in G.S. 143, Article 21.
5. A copy of the recorded deed restrictions must be submitted to the Division within 30
days of the date of recording the plat, and prior to selling lots. The recorded copy must
contain all of the statements above, the signature of the Permittee, the deed book
number and page, and the stamp/signature of the Register of Deeds.
6. If permeable pavement BUA credit is desired, the permittee must submit a request to
modify this permit to incorporate such language as required by the Division. The
request to modify must include a proposed amendment to the deed restrictions and
protective covenants for the subdivision, and a soils report identifying the type of soil,
the Seasonal High Water Table elevation and the infiltration rate. Upon the successful
completion of a permit modification, the individual lot owners that request to utilize
permeable pavements shall submit the necessary forms and documentation to the
permittee, or a designated agent, and receive approval prior to construction of the
permeable pavement.
The permittee shall review all lot plans for new construction and any subsequent
modifications and additions, for compliance with the conditions of this permit. The
permittee shall not approve any lot plans where the maximum allowed built -upon area
has been exceeded, or where revisions to the grading or to the storm drainage system
are proposed unless and until a permit modification has been approved by the
Division.
The permittee is responsible for the routine monitoring of the project for compliance
with the built -upon area limits, grading, and the storm drainage system established by
this permit, the permit documents, the approved plans, and the recorded deed
restrictions. The permittee shall notify any lot owner that is found to be in
noncompliance with the conditions of this permit in writing, and shall require timely
resolution.
The permittee shall at all times provide the operation and maintenance necessary to
assure that all components of the permitted stormwater system function at design
condition. The approved Operation and Maintenance Agreement is incorporated by
reference into this permit and must be followed in its entirety and maintenance must
occur at the scheduled intervals.
10. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name
of person performing the work and what actions were taken.
Page 4 of 9

State Stormwaler Management Systems
Permit No. SW8 140416 MOD
11. If the permanent pool volume is greater than 30,000 cubic feet, a decorative spray
fountain will be allowed in the stormwater treatment system, subject to the following
criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
C. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for the fountain's pump is based on the permanent
pool volume. The maximum pump power for a fountain in this pond is 1/2 hp.
12. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
13. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, the permittee shall cause a certification from
an appropriate designer for the system installed to be submitted, certifying that the
permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A modification
may be required for those deviations.
14. All stormwater collection and treatment systems must be located in either public rights -
of -way, dedicated common areas or recorded easements. The final plats for the
project will be recorded showing all such rights -of -way, common areas and
easements, in accordance with the approved plans. Access to the stormwater
facilities for inspection and maintenance shall be maintained via appropriate recorded
easements at all times.
15. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of
the project area. The project area is defined as all property owned by the
permittee, for which Sedimentation and Erosion Control Plan approval or a
CAMA Major permit was sought.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of any future BUA listed on the application.
16. Prior to transfer of the permit, the stormwater facilities will be inspected by Division
personnel. The project and the stormwater facility must be in substantial compliance
with all permit conditions. Any items not in substantial compliance must be repaired,
replaced or restored to design condition prior to the transfer, Records of maintenance
activities performed to date will be required.
17. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in the
notice, the permittee shall submit a written time schedule to the Director for modifying
the site to meet minimum requirements. The permittee shall provide copies of revised
plans and certification in writing to the Director that the changes have been made.
Page 5 of 9

Stale Stormwater Management Systems
Permit No. SW8 140416 MOD
III. GENERAL CONDITIONS
Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the Stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
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.
3. In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective action, including those as may be required by this Division, such
as the construction of additional or replacement stormwater management systems.
Additional or replacement stormwater management systems shall receive a permit
from the Division prior to construction.
This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division of Energy, Mineral and Land Resources at least 60
days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part, except in the case of an individual lot sale that is made subject
to the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
C. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121;
e. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-01(e)
and NCGS 57D-6-07,
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
5. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request. Neither the sale of the project, in whole
or in part, nor the conveyance of common area to a third party constitutes an approved
transfer of the stormwater permit.
6. The permittee grants DEMLR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until modified, revoked, terminated
or renewed. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Approved plans, calculations, supplement forms, operation and maintenance
agreements and specifications for this project are incorporated by reference and are
enforceable parts of the permit. A copy of the approved plans and specifications shall
be maintained on file by the Permittee at all times.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater
control measure must follow the guidelines established in the North Carolina Erosion
and Sediment Control Planning and Design Manual.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 140416 MOD
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules and regulations contained in Session Law 2006-246, Title
15A NCAC 2H.1000. and NCGS 143-215.1 et.al.
11. The permittee shall submit a permit renewal application request at least 180 days prior
to the expiration date of this permit. The renewal request must include the appropriate
application, documentation and the processing fee.
Permit modified and reissued this the 23rd day of August 2018.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
,,,,;William E.gToby) Vinson, Jr., PE, CPESC, CPM, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 140416
Page 7 of 9

Pusey, Steven
From: Pusey, Steven
Sent: Thursday, June 28, 2018 5:05 PM
To: Pape, Garry ([e-mail])
Subject: Wyndwater Phase 2 Mod; SW8 140416
Importance: High
Garry,
I'm reviewing the subject application to modify permit SW8140416, originally issued in 2014 and modified in 2016.
The wet pond supplement shows Phase 2 and everything in the file references Phase 2. However, your deed restriction
document references Phase 9 and your O&M Agreement references Phase 9. Please explain.
Thanks,
,Steve Puseu
Steve Pusey, El
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7334 direct
Steven. ousev(ccb ncdenr.00v
127 Cardinal Drive Ext
Wilmington, NC 28405
Emrvvy� ARnvrof
nnd(andRvources
- o,woxwonuwwm.
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Before printing this email, please consider your budget and the environment.

WIN 14- MA
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Pusey, Steven
From: Garry Pape <[e-mail]>
Sent: Thursday, April 19, 2018 3:48 PM
To: Pusey, Steven
Subject: [External] Re: Wyndwater Phase 2; SW8 140416
o External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
Thanks Steve. This one should be pretty simple. The BUA has already been permitted as future and just
showing the plan for that BUA. - Garry
Garry S. Pape, P.E.
GSP CONSULTING, PLLC.
6626-C Gordon Road
Wilmington, NC 28411
91G-442-7870
[e-mail]
------- Original message --------
From: "Pusey, Steven" <[e-mail]>
Date: 4/19/18 3:43 PM (GMT-05:00)
To: Garry Pape <[e-mail]>
Subject: FW: Wyndwater Phase 2; SW8 140416
FYI
From: Pusey, Steven
Sent: Thursday, April 19, 2018 3:43 PM
To: '[e-mail]' <[e-mail]>
Subject: Wyndwater Phase 2; SW8 140416
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section) accepted
the Stormwater Permit Application for a major modification on April 18, 2018. The project has been assigned to Steve
Pusey 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.
Thank you.
Steve Puseu
Steve Pusey, El
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office

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Pusey, Steven
From: Pusey, Steven
Sent: Thursday, April 19, 2018 3:43 PM
To: '[e-mail]'
Subject: Wyndwater Phase 2; SW8 140416
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section) accepted
the Stormwater Permit Application for a major modification on April 18, 2018. The project has been assigned to Steve
Pusey 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.
Thank you.
Steve PuSe
Steve Pusey, El
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7334 direct
Steven. ouseva ncden r.aov
127 Cardinal Drive Ext.
Wilmington, NC 26405
N�aPa�aa�,o�.rr�
_ wonnm�awmr
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Before printing this email, please consider your budget and the environment.

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Pusey, Steven
From: Pusey, Steven
Sent: Thursday, April 19, 2018 3:44 PM
To: Pape, Garry ([e-mail])
Subject: FW: Wyndwater Phase 2; SW8 140416
FYI
From: Pusey, Steven
Sent: Thursday, April 19, 2018 3:43 PM
To: '[e-mail]' <[e-mail]>
Subject: Wyndwater Phase 2; SW8 140416
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section) accepted
the Stormwater Permit Application for a major modification on April 18, 2018. The project has been assigned to Steve
Pusey 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.
Thank you.
Steve Pusey
Steve Pusey, El
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7334 direct
Steven. ousev(cDnodenr.aov
127 Cardinal Drive Ext
Wilmington, NC 28405
t,. Enwppp. Mnwral
and LandRecwvtvs
WHgnM W Ol W0.R�
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Before printing this email, please consider your budget and the environment.

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now a rK ?!;I win: A h"M mv soon X! =NVY ;I.
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n Noun 0 ill AN W 41 A "I Wa a nj Iwo QQmb,liyf�!; y,pjq
,nN
TOR 1 0 Pat 1;
V..

TO:
,GSP CONSULTING
6626 Gordon Road, Unit C
WILMINGTON, NORTH CAROLINA, 28411
[phone]
FAX [phone]
NCDEQ-DLEMR
127 Cardinal Drive Ext.
Wilmington, NC 28405
WE ARE SENDING YOU
® Fee Check
❑ Copy of Letter
LETTER OF TR/�NSI�/IITTWL
DATE 0 /2 /i8
JOB NO. 201 -0008
ATTENTION ATTENTION
PHONE#
RE: W ndwater Phase
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 Form
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
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ Foryour use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑—
❑ FOR BIDS DUE ❑ PRINTS RETURNED
REMARKS:
COPYTO: File
SIGNED:
y
If enclosures are not as noted, kindly notify us at once.
TO US
APR 18 2018
vt Garry S. N
C iLo 11L 6 `JB 'rL. '.
APR 11 lulu
P.E.

Application Completeness Review Checklist
Project Name: 0yid Lpt���_t — pk�Se i Date Delivered to WIRO:ApF
BIMS Received/Accepted Date: <- ( ya
Project County/Location: P—e-ncfi— . *BIMS Acknowledged Date:
fRule(s): M2017 Coastal 12_110& Coastal 01995 Coastal ❑Phase II MUniversal F-11988 Coastal l
Action: New Major Mod Minor Mod / Renewal / Transfer
TypeHsi/ LD / LD Overall / HD &LD Combo
General Permit / Offsite / Exempt / Rescission ((��
5CM Type(s): �� � {z�Q(}, _ YX, ,,
Development Ty�px-\`Commercial / Residential / Other
*New Permit #:
Existing Permit #: I Lyp Lf
OPE Cert on File?
Offsite to SWB:
Master PE Cert on File?
For New or Tralhsferr-ed Permits Permittee is: Stream Class:
Property Owner(s) DDeveloper Lessee Purchaser IJ lr6A EISA Map ORW Map
raperworK Emailed Engineer on:
upplement(s) (1 original per BMP)
0&M with correct/original signatures (1 original per BMP except LS/VFS and swoles)
Application with correct/original signatures
orp or LLC: Sig. Auth. per SoS or Si nature Authorization letter or re ort
/L
�3505 (within 5mo) FiNo Fee
ck# 995-1
Soils Report: w/SHWT or General Report
alculations (signed/sealed)
Deed Restrictions, if subdivided:
& Notarized Template
Covenants
Email Address: Design Engineer
ail Address: Property Owner
Deed
Email Address: Lessee
Lease Agreement
Email Address: Purchaser
Purchase Agreement
Email Address: Developer
Email Address: HOA Representative
Recorded Plats F-150% or more Lots Sold List
roject Narrative
EIUSGS Map
Plans
01"s� ts Wetlands: Delineated or No Wetlands
MVicinity Map oject Boundaries
121ceg4'1 ayout (proposed BUA dimensions)
aps etails (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
ffxisting Conditions Landscape Plan
rading E Seal
REVIEWER NAME: NOTES TO REVIEWER: *Enter BIMS Acknowledged Date on this Sheet
1 - **FOR NEW Projects -Enter New Permit # on
5{ t Supplements & Deed Restiction Templates.
G:WQ\\\Reference Library\Procedures\Checklists\Completeness Review Checklist 2018 03 13

DEMLR USE ONLY
Dale Received
Fee Paid
Permit Number
05 A� 2
Sw 4o -7
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
r %-+
STORMWATER MANAGEMENT PERMIT APPLICATION F RM 201a
T his firm may be photocopied for use as an original APR 18
L GENERAL INFORMATION
BV:--
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Wlmdwater - Phase 2
2. Location of Project (street address):
Wyndwater Subdivision
City: Hampstead Cou nty: PenderLi p:28443
3. Directions to project (from nearest major intersection):
Project is approximately 2 mi heading southeast on Sloop Point Loop Road from US 17/Sloop Point Loop
4. Latitude:34° 24' 28" N Longitude:77° 37' 57" W of the main entrance to the project.
11. PERMIT INFORMATION:
1.a. Specify whether project is (check one): []New ®Modification ❑ Renewal w/ Modificationt
t Renea als With modifications also requires SWU-102 — Rencund Application Fornt
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 140416 Mod , its issue date (if known)luly 15, 2016 , and the status of
construction: [-]Not Started ®Partially Completed* Q Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®I-ligh Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMI,R requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/ Eros ion Control: 2.96 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part Vl: httVi //portal ncdenr org/web/ir/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page I of

Ill. COMPACT 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 protect):
Applicant/Organization:Sienature'rop Sail NC LP
Signing Official & Title:Michael H. Pollak - Manager
b.Contact information for person listed in item la above:
Street Address:9337B Katy Freeway #377
City:Houston State:TX Zip:77024
Mailing Address (if applicable):
City: State: Zip:
Phone: (_713 ) 822-3891 Fax:
Email: m i ke©si gnatu re -corn panies.com
Z01$
c. Please check the appropriate box. The applicant listed above is: APR
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2g\'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 Properly Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/,
Signing Official &
b.Contact information for person listed in item 2a above:
Street Add
City:
Mailing Address (if
City:
Phone: ( )
Ema
State:
Fax:--
Zi
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person
Signing Official & Ti
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State:
Phone: ( ) _ Fax: ( )
4. Local jurisdiction for building permits: Pender County
Point of Contact: Phone #:
Form SWU-101 Version Oct. 31, 2013 Page 2 of

` IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The stornn water for this project will be treated by an existing wet detention basin
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 24.01 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
L✓
7. Total Property Area (4) - Total Coastal Wetlands Area (5) -'total Surface Water Are . � u ,4fol'i'f`t'"'
Area+:24.0'1 acres pp J ft 2018
Fatal project area shall He calculated to exclude thefollowing: the norrunl Ftool ofimtttoun a st �r)�t5lres, he area
between the banks of streams and rivers, the area below the Nornml High Water (NM I r or Mean High Water
(MHW) line, and coastal Wetlands londumrd from the NHW (or MHI1 line. The resultar t njeet nr a.is.used-tn­
calculate overall percent built upon area (BUA). No -coastal Wetlands landward of the N 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 = 38.9 %
9. I -low many drainage areas does the project have?l (For high density, count 1 for each proposed engineered
stornnWater BMP. For loco density and other projects, use 1 for the Whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area
Drainage Area _
Drainage Area _
Receiving Stream Name
Mullet Run
Stream Class *
SA, HQW > 0.5
mile
Stream Index Number *
18-87-9-1
Total Drainage Area (sf)
1,046,055
On -site Drainage Area (so
1,046,055
Off -site Drainage Area (so
Proposed Impervious Area**(so
407,335
% Impervious Area** total
38.9
impervious** Surface Area
Draina e Area 1
Draina e Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
40,500
On -site Streets (so
19,800
On -site Parkin (so
On -site Sidewalks (so
Other on -site (so
Future(so
Off -site (so
L'xistin BUA*** (so
347,035
Total (so:
1 407,335
Stream Class and Index Nuruber can be determined at: Irttt).//PortnLnedenr.orghoebhutl[ps/csu/clnssiFrcations
» Innpervious area is defined as the built upon area including, but not liruited to, buildings, rands, parking areas,
sidewalks, gravel areas, etc.
Fonn 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. Flow was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stornttvater requirennentr as per 15A NCAC 02B .0600.
V. SUPPLEM17NT 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 http'//i2ortaI.ncclenr.org/web/wci/ws/su/bap-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
httu'//portalncdenr.org/web/wq/ws/su/statesw/forms docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map athttL)://12ortii.nctlei)t-.org/web/wq/ws/su/­inaLis.)
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 http•//lortal.ncdennorg web/wq/ws/su/statesw/forms docs.
Ini s
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP. 1 ,
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http•/ /www.ciivhe]p.org/`pages/onestopexpress.htmI 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.) ,r,s. ^
5. A detailed narrative (one to two pages) describing the stormmm water treatment/anageent fo'r' (� e
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the N I�
receiving stream drains to class SA waters within V2 mile of the site boundary, include the'/z
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:°
a. Development/Project name.
b. Engineer and firm. 20t8
c. Location map with named streets and NCSR numbers. APR i 8
d. Legend.
e. North arrow. BY: -
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 MFI W or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MI-IW (or NI-IW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person 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). 1n n
9. Copy of any applicable soils report with the associated SI-IWT elevations (Please identify_
j elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verifij the SHWT prior
to submittal, [phone].) n
lo. A copy of the most current property deed. Deed book: 4654 Page No: 2102
11'. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 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.
litti2://www.secretary.stite.nc.us/Corporatioiis/CSearcii.asi2x
VIL 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
BOA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from http://12ortal.ncdenr.org/web/Ir/state-
siormwater-forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Garry S. Pape P.E.
Consulting Firm: GSP Consulting PLl C
Mailing Address:6626 Gordon Road Unit C
icity:Wihnington State:NC Zip:28411
I (Phone: (910 ) 442-7870 Fax: (910 ) 799-6659
I]iniaii:[e-mail]
gsp-consulting.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
i
1, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
r
� LI
APR 1 8 2018
I
i Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

AI the legal property owner I acknowledge, understand, and agree b m signature below, that if m designated
g P P h' g g Y Y g Y g
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. 1 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 , County of
do hereby certify that
before me this _ day of
personally appeared
, and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
63W."
nP
My commission expires
t�
APR 1 8 2Gi3
X. APPLICANT'S CERTIFICATION
1, (print or hjpe name of person listed in Contact Information, item la) Michael H. Pollak
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants w' 1 be recorded, and that the ro sed project complies with the requirements of the
applicable stor ru 1 N AC ny other applicable state stormwwate, requi ements.
Signna'ture: \D1ate: ✓ Z�P �O
1, Gf fr{ S ��yt a Notary
lPublic
'for the State of 0Oi-'Y (4ra 6k bountyof
OIL 11]�aN .'do hereby certify that Kki%J 4- -UC6 �-- personally appeared
G �t
before me this � ay of M•/✓LL 2VIV, and knowledge tly6 due execution of the application for
a stormwater permit. Witness my hand and official seal,
:0G-kY 1S Pw%li.
NOTARY
PUBL\G
SEAL.
My commission expires 0 (� 13 �w
Form SWU-101 Version Oct. 31, 2013 Page 6 of

sul 7
IgW4116 ,kDA
Operation & Maintenance Aqreement
Project Name:
Project Location:
on
Wyndwater Phase 9
Wyndwater Subdivision
The BMP(s) on this project include (check all that apply &
Bioretention Cell Quantity:
Dry Detention Basin Quantity:
Grassed Swale Quantity:
Green Roof
Quantity:
Infiltration Basin
Quantity:
Infiltration Trench
Quantity:
Level SpreaderNFS
Quantity:
Permeable Pavement
Quantity:
Proprietary System
Quantity:
Rainwater Harvesting
Quantity:
Sand Filter
Quantity:
This maintenance
O&M tables
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Stormwater Welland Quantity: Location(s):
Wet Detention Basin Quantity: 9No
Location(s):
Disconnected Impervious Area Present: Location(s):
User Defined BMP Present: Location(s):
Vill De aaaea
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures
Responsible Party:
Title & Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
Signature:
I, Garry S. Pape a Notary Public for the State of North Carolina
County of New Hanover do h r y c rtify that Michael H. Pollak
Michael H. Pollak
Manager - Signature Top Sail NC, LP
9337B Katy Freeway #377
Houston, Texas 77024
713-822-3891
mike -companiescopf co
personally appeared before me this_
acknowledge the due execution oft Operations
Witness my hand and official seal,
NOTARY
PtJBUG
Date:
_ day of 1'\ Zv 1Er, and
Maintenance Agreement.
My commission expires: April 13, 2020
►� 11/� � y� ,tl� C�
All 18

Maintenance
The
detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if
one is provided
i.
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).
I No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to
establish the plants on the vegetated shelf.
Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention
i basin.
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the
emergency drain should be minimized to the maximum extent practical.
Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and within 24 hours after every storm event
greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance should be kept in a
known set location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:
Potential problem:
How I will remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
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 approximately six inches.
long.
The inliet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
swale.
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
The forebay
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design depth for
will not cause impacts to streams or the BMP.
sediment storage.
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 practices
show that pruning is needed
I
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the problem: soils, hydrology, disease, etc.
dying.
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 haad !f pegtrdiae is used, wipe it on
the plants rather than spr IN i�g pr`y t>r0
I
STORM-EZ
Version 1.4
APR 1 8 2G18
O&M Manual
3/2212018
Page 3 of 5

l Wet Detention Pond Maintenance Requirements
(Continued)
The main treatment area
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design sediment
will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50%
Consult a professional to remove and control the algal growth.
of the area.
Cattails, phragmites or other
Remove the plants by wiping them with pesticide (do not spray).
invasive plants cover 50% of
the basin surface.
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
I
Evidence of muskrat or
Use traps to remove muskrats and consult a professional to remove
beaver activity is present.
beavers.
A tree has started to grow on
Consult a dam safety specialist to remove the tree.
the embankment.
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 Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
j
outlet.
The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
IP
APR 1 a 201a
ev:f
ISTORM-EZ 3/2212018
Version 1.4 08M Manual Page 4 of

U
WET POND ID FOREBAY MAIN POND
0 Permanent Pool El. 20.5 Permanent Pool El. IE
Temporary Pool El: 21.84 Temporary Pool El:Pretreatment other NoClean Out Depth: 5.5 Clean Out Depth:than forIebay? Sediment Removal El: 15 Sediment Removal El:Has Vag. Filter? No Bottom Elevation: 14 Bottom Elevation:
"^ � c; %
APR 18 2018
I
STORM-EZ 3/22/2018
Version 1.4 O&M Manual Page 5 of

'•I Permit No.SW9 (HD I« A101,
(to be provided by DWD)
_
b^F WA rZ,
h r
CDEN
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part IIQ must be printed, filled out and submitted along with all of the required information.
name wynawaier erase z
t person Garry S, Pape, P.E.
number 910442-7670
area number
Characteristics
lags area
:ivious area, post -development
Design rainfall depth
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runog volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr mnoff
Minimum volume required '
Volume provided
Peak Flow Calculations
Is the pre/post 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 Bow
Post -development 1-yr, 24-hr peak Bow
PielPost 1-yr, 24-hr peak Bow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the pen. pool elevation)
Top of 10B vegetated shelf elevation
Bolcom of 10B vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
1,046,055 ft?
407,335 hr
38.94
1.5 in
52,363 ft'
52,492 ft'
it,
ft'
If
It
B3
N (Y or N)
OK, volume provided is equal to or in excess of volume required.
3.8 in
0.20 (unitless)
0.49 (unitless)
5.00 infl r OK
24,01 ft/sec
59.08 B3lsec
35.07 ft/sec
21.84 fmsl
20.50 fmsl
20.90 fmsl
21.00 fmsl
20.00 fmsl
14.00 fmsl
13.00 fmsl
1.00 It
N (Y or N)
fmsl
M
FAPR
18 2018
by: _--
S
•y
:4 SEAL r'
031315
c �.
INj.Ef;�' \
Ry SI ?1P. �
bj�
i
Form SW401-Wet Detention Basin -Rev 9-411 B112
I
Pads I. a H. Design summary, Page 1 of 2

Permit No,
(to be provided by DWQ)
temporary pool
REQUIRED, permanent pool
PROVIDED, permanent pool, Ap,e„_p,a
bottom of 1 Oft vegetated shelf, AW a,ul
sediment cleanout, top elevation (bottom of pond), A..,
Volume, temporary pool
Volume, permanent pool, Vp,,,, p„ I
Volume, forebay (sum of forebays if more than one forebay)
Forebay %of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
MountainlPiedmonl SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-21c)
Volume, permanent pool, Vpe„ py
Area provided, permanent pool, Ape„ p„I
Average depth calculated
Average depth used in SAIDA, it,,, (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10.2b)
Area provided, permanent pool, Ape„ pea
Area, bottom of 10h vegetated shed, Ap„ ,Heil
I
Area, sediment cleanoul, lap elevation (bottom of pond), A,_,,
"Depth" (distance blw bottom of 1Oft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA, d.„ (Round to down to nearest 0.51t)
Dlawdown Calculations
Diawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -men -circular)
Coefficient of discharge (CD)
Driving head (Hp)
Drawdown through weir!
Weir type
Coefficient of discharge (C„)
Length of weir (L)
Driving head (H)
Pre-developmenl 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
&forage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpalh to width ratio
Length to width ratio
Trash rack for overflow 8 orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capuras all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
I
Form SW401-Wel Detenllon Basin-Rev.9.4I18I12
41,633 ft'
31,800 ft'
3.04 (unitless)
33,673 ft' OK
29,622 ft'
10,888 ft,
52,492 ft' OK
138,674 ft'
29,015 ft'
20.9% % OK
90 %
Y (Y or N)
(Y or N)
3.04 (unitless)
N (Y or N)
138,674 ft'
33,673 ft`
ft Need 3 It min.
It
Y (Y or N)
33,673 ft'
29,622 rye
10,888 ftz
6,00 ft
4.57 It
4.5 ft
Y (Y or N)
4.00 in
in'
0.60 (unitless
0.45 It
(Y or N)
(unitless)
It
If
24.01 ft'/sec
59.08 ft'Isec
0.28 ft/sec
2.16 days
3 :1
10 :1
OK
OK
OK, draws down in 2-5 days.
OK
OK
rAPR 18 201a
Y - �-
10.0 it
OK 8
3:1
OK
1.6 :1
OK
Y
(Y or N)
OK
2.0 It
OK
N
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Mechanical
Pans I. 8 II. Design Summary, Page 2 of 2

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
I
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 9 prior to the sale of any lot:
1. I The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Numbersi..t as issued by the Division of Water Quality under the
I 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
j 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.
I
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
7. Each lot will maintain a 30** foot wide vegetated buffer between all impervious areas and surface
waters.
**50 i foot for projects located in the 20 coastal counties.
8. j 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.
KAFIR i 8 2018
I
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 2
I

High Density Residential Subdivisions
3 2 /8
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
i
before me this the 20' day of /�. I
Ma✓G^ , 20 , and acknowledge
the due executi n of the foregoing instrument. Witness my hand and official seal,
Sign t re
My Commission expires April 13, 2020
.FySA.
SEAL
NOTA%,
j IJBLIC
E�c�0
APR 1 11111
BY.
Form DR-PC-3 Rev.2 05Nov2009 Page 2 of 2
I

Sw8 1 `(nq,C'
WYNDWATER - PHASE 9
STORM WATER
NARRATIVE & CALCULATIONS
March 27, 2018
RO
a SEA r'
031315
O'.`�GINE.�.' \\`�
APR 1 8 2G18
GSP CONSULTING, PLLC.
6626 Gordon Road, Unit C
Wilmington, North Carolina 28411
[phone]
MOP

STORMWATER NARRATIVE
WYNDWATER- PHASE 9
PENDER COUNTY, NC
SITE DESCRIPTION
This project is a plan revision to the Wyndwater Phase 2 Stormwater Permit #SW8 140416 Mod,
issued July 15, 2016. This phase of the development accounts for the previously permitted future
BUA of 60,300 sf as shown with the attached plans and calculations. '['here are no wetlands
located within the limits of this phase of the project which have been field verified by the
USACOE. The site will be developed by Signature Top Sail NC, LP c/o Michael H. Pollak —
Manager. Water is available to the site via a main owned by Pender County Utilities that was
constructed with Phase 2 of this development and sewer will be by gravity sewer that will
connect to a lift station that will be owned and operated by Pluris, Inc.
SOILS
The soils for this project consist of Autryville series soils (Hydrologic Soil Group A), Baymeade
Series Soils (Hydrologic Soil Group A) and Poreston Series Soils (Hydrologic Soil Group C).
The Autryville series are well drained soils near drainageways on convex divides on uplands.
The Baymeade series consist of well drained soils on low ridges and convex divides on the
uplands near the major drainageways. The Poreston series consists of moderately well drained
soils on slightly convex interstream divides near shallow drainageways..
STORM DRAINAGE DESIGN
The primary Stormwater measures for this phase of the project will be a wet detention basin. The
stormwater will be conveyed via overland sheet flow and a closed conduit system to the
proposed wet detention basin that will be designed to treat the first 1.5" of rainfall and to control
the peak runoll' from the 10-year storm event. The site drains to an unnamed tributary of Mullet
Run (classification SA, HQW) but is greater than %z mile as verified by a Water Classification
Request

EROSION CONTROL PLAN FOR
WYNDWATER — PHASE 9
Area to be disturbed: +/- 2.96 acres
This project is a revision to the previously approved Wyndwater Phase 2 project Permit
4PENDE-2014-023 and will increase the permitted acreage by 2.96 Ac. There are no
wetlands located within the limits of this phase of the project which have been field
verified by the USACOE. The site will be developed by Signature Top Sail NC, LP c/o
Michael H. Pollak — Manager. Water is available to the site via a main owned by Pender
County Utilities that was constructed with Phase 2 of this development and sewer will be
by gravity sewer that will connect to a lift station that will be owned and operated by
Pluris, hic..
EROSION CONTROL MEASURES: '['his 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 any
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 OI' 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. 'rile angle for
graded sloped and tills 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.
PLACEMENTOF 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.

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)
21.84
20.50
52,492
0.281
51.9
TOTAL HOURS
51.9
DAYS
2.16
CONTROL PIPE:
4
INCH ORIFICE HOLE
USED ORIFICE EQUATION -1.0 DE-1-ERMINE OU"Il'LOW RATE
Q = Cd*A*(2gh)^ I /2

t
SEDIMENT BASIN #1 CALCULATIONS
Drainage Area = 24.01
Required Storage = 43,225
Provided Storage = 52,492
10-Year Peak Flow = 45.39
Required Area = 14,751
Provided Area = 41,633
Skimmer Size = 3.00
SKIMMER DEWATERING DISCHARGE CALCULATIONS SEDIMENT TRAP #1
STORAGE
ORIFICE
ELEVATION
ELEVATION
(FT)
(FT)
21.84
20.50
CONTROL PIPE : 3
STORAGE
OUTFLOW
VOLUME
RATE
(CF)
(CFS)
52,492
0.158
TOTAL HOURS
DAYS
INCH ORIFICE HOLE
USED ORIFICE EQUATION TO DETERMINE OUTFLOW RATE
Q = Cd*A*(2gh)^1/2
i
RELEASE
TIME
(HOURS)
92.3
92.3
3.8

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

Drainage Area
PHASE 9 SUA CALCS
Drainage Area 1,046,055 sf
Drainage Area 24.01 ac
Impervious Area Calculation
Lots
40,500 sf
Pavement
19,800 sf
Existing
347,035 sf
Total
407,335 sf
Total
9.35 ac
% Impervious
38.9%
Volume/Storage Calculation
Design Storm (P)
Schueler Method Runoff Coeff (RV)
Required Volume (Vreq)
1.5 in
0.40 RV = %IMP'0.009+0.05
52,363 cf Vreq = (P/12)`RV'DA

u
CONTOUR INCR ACCUM
CONTOUR AREA VOL VOL
[sq ft] [cu ft] [cu ft]
14.0
10888
0
0
15.0
12593
11,741
11,741
16.0
14363
13,478
25,219
17.0
16196
15,280
40,498
18.0
18090
17,143
57,641
19.0
20044
19,067
76,708
20.0
22058
21,051
97,759
20.5
25543
11,900
109,659
FOREBAY
CONTOUR INCR ACCUM
CONTOUR AREA VOL VOL
[sq ft] [cu ft] [cu ft]
15.0
2711
0
0
16.0
3561
3,136
3,136
17.0
4473
4,017
7,153
18.0
5444
4,959
12,112
19.0
6476
5,960
18,072
20.0
7564
7,020
25,092
20.5
8130
3,924
29,015
Aperm pool
Ashelt bottom
VOLUME Aperm pool Ashen bottom Apand bottom Apond bottom
Total 138,674 33,673 29,622 10,888 Depth
PROVIDED FOR FOREBAY 20.9%
1.5" STORAGE
CONTOUR INCR ACCUM
CONTOUR AREA VOL VOL
[sq ft] [cu ft] [cu ft]
20.5 33673 0 0
21.0 39683 18,339 18,339
21.84 41633 34,153 52,492
33,673
29,622
10,888
6.0
daverage 4.5726

Hydrograph Summary Report
HydraBow Hydrographs by Intelisolve v9.1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
Interval
(min)
Time to
peak
(min)
Hyd.
volume
(tuft)
Inflow
hyd(s)
Maximum
elevation
IN
Total
strge used
(tuft)
Hydrograph
description
1
SCS Runoff
65.14
1
725
206,564
—
--
- — -
WET DETENTION BASIN
2
Reservoir
11.91
1
754
184,368
1
22.62
84,660
WET DETENTION BASIN
2015-04-20 PHASE 2 WET POND.gpw
Return Period: 10 Year
Wednesday, May 4, 2016

Pond Report a
Hydranow Hydrographs by Intelisolve v9.1
Pond No. 1 - WET DETENTION BASIN
Pond Data
Contours - User -defined contour areas. Conic method used for volume calculation. Begining Elevation = 20.50 n
Stage / Storage Table
Stage (fit) Elevation (ft) Contour area (sgft) nor. Storage (tuft) Total storage (tuft)
0.00 20.50 33,673 0 0
0.50 21.00 37,894 17,880 17,880
1.50 22.00 42,009 39,930 57,809
2.50 23.00 44,393 43,191 101,001
3.50 24.00 46,832 45,602 146,603
4.50 25.00 49,329 48,070 194,673
5.50 26.00 51,882 50,595 245,269
Wednesday, May 4, 2016
Culvert I Orifice Structures
Weir Structures
[A]
[B] [C]
[PrfRsr]
[A] [B]
[C] [D]
Rise (in)
= 24.00
4.00 0.00
0.00
Crest Len (ft) =
16.00 6.00
0.00 0.00
Span (in)
= 24.00
4.00 0.00
0.00
Crest El. (ft)
=
22.69 21.84
0.00 0.00
No. Barrels
= 1
1 0
0
Weir Coeft.
=
3.00 3.00
3.33 3.33
Invert El. (ft)
= 20.45
20.50 0.00
0.00
Weir Type
=
Riser Broad
-- --
Length (ft)
= 104.00
0.00 0.00
0.00
Multi -Stage
=
Yes Yes
No No
Slope(%)
= 1.00
0.00 0.00
n/a
N-Value
= .010
.013 .013
n/a
Orifice coeff. = 0.60
0.60 0.60
0.60
Exfii.(Inihr)
=
0.000 (by Contour)
Multistage
= n/a
Yes No
No
TIN Elev. (ft)
=
0.00
Note'. CuIvery ifice outflows are analysed under inlet (ic) and
oWet (oc) wridol. Weir nsers checked for orifice conditions (Ic) and submergence (a).
Stage I Storage / Discharge Table
Stage
Storage Elevation
CIvA
Clv B Clv C
PrfRsr
WrA
Wr B Wr C
WrID Exfil User
Total
it
tuft It
cfe
cfs cfe
cfs
cfs
cis cis
cfs cfs cfs
cfs
0.00
0 20.50
0.00
0.00 --
-
0.00
0.00 -
- --
0.00
0.05
1,788 20.55
0.02 is
0.01 is --
---
0.00
0.00 --
--- -----
0.01
0.10
3,576 20.60
0.03 is
0.02 is -
-
0.00
0.00 -
- -- --
0.02
0.15
5,364 20.65
0.06 is
0.05 is ---
---
0.00
0.00 -
- -• --
0.05
0.20
7,152 20.70
0.08 is
0.08 is -
--
0.00
0.00 -
- --- ---
0.08
0.25
8,940 20.75
0.12 is
0.12 is -
-
0.00
0.00 -
- -- --
0.12
0.30
10,72B 20.80
0.16 is
0.15 is ---
---
0.00
0.00 -
- -- --
0.15
0.35
12,516 20.85
0.18 is
0.18 is -
•-
0.00
0.00 -
- -- --
0.18
0.40
14,304 20.90
0.20 is
0.20 is -
--
0.00
0.00 -
- -- --
0.20
0.45
16,092 20.95
0.22 is
0.22 is -
--
0.00
0.00 --
--- -- --
0.22
0.50
17,880 21.00
0.24 is
0.24 is -
--
0.00
0.00 -
- -- --
0.24
0.60
21,873 21.10
0.29 is
0.28 is -
---
0.00
0.00 -
- -- -
0.28
0.70
25,866 21.20
0.32 is
0.31 is -
--
0.00
0.00 -
--- -- --
0.31
0.80
29,859 21.30
0.35 is
0.33 is -
--
0.00
0.00 -
- -- --
0.33
0.90
33,852 21.40
0.35 is
0.35 is --
--
0.00
0.00 -
- -- -
0.35
1.00
37,845 21.50
0.38 is
0.38 is -
--
0.00
0.00 -
- -- ---
0.38
1.10
41,837 21.60
0.41 is
0.40 is -
--
0.00
0.00 -
- -- --
0.40
1.20
45,830 21.70
0.44 is
0.42 is -
---
0.00
0.00 -
-- --- ---
0.42
1.30
49,823 21.80
0.44 is
0.44 is -
--
0.00
0.00 -
- - --
0.44
1.40
53,816 21.90
0.73 is
0.44 is --
--
0.00
0.26 -
- -- --
0.71
1.50
57,809 22.00
1.58 is
0.43 is -
--
0.00
1.15 --
- -- --
1.58
1.60
62,129 22.10
2.61 is
0.41 is -
--
0.00
2.39 -
- -- --
2.80
1.70
66,448 22.20
4.30 is
0.39 is ---
---
0.00
3.89 --
- -- -
4.28
1.80
70,767 22.30
6.06 is
0.37 is -
--
0.00
5.62 -
- --- ---
5.99
1.90
75,086 22A0
7.96 is
0.35 is -
--
0.00
7.54 -
- -- -
7.90
2.00
79,405 22.50
10.00 is
0.33 is -
•-
0.00
9.57 s --
-- -- --
9.90
2.10
83,724 22.60
11.58 is
0.31 is -
•-
0.00
11.27 s -
- -- -
11.58
2.20
88,043 22.70
13.11 is
0.30 is -
--
0.05
12.76 s -
- -- -
13.11
2.30
92,362 22.80
15.07 is
0.25 is -
--
1.75
13.06 s -
-- --- ---
15.06
2.40
96,681 22.90
16.85 is
0.19 is -
--
4.62 s
12.04 s -
- - --
16.85
2.50
101,001 23.00
18.02 is
0.15 is --
--
6.63 s
11.23 s -
- -- --
18.02
2.60
105,561 23.10
18.89 is
0.13 is --
--
8.05 s
10.72 s -
- - -
18.89
2.70
110,121 23.20
19.63 is
0.11 is --
--
9.17 s
10.35 s --
-- - --
19.63
2.80
114,681 23.30
20.29 is
0.09 is -
---
10.11 a
10.08 s -
- -- -
20.29
2.90
119,242 23.40
20.91 is
0.08 is -
--
10.92 s
9.88 s -
- -- -
20.89
3.00
123,802 23.50
21.49 is
0.07 is -•-
--
11.669
9.75 s -
- - -
21.48
3.10
128,362 23.60
22.04 is
0.07 is --
--
12.32 s
9.65 s -
- -- -
22.04
3.20
132,922 23.70
22.58 is
0.06 is -
--
12.91 s
9.57 s -
- -- -
22.54
Continues on next
page...

5
WET DETENTION
BASIN
Stage I
Storage I Discharge
Table
Stage
Storage
Elevation
Clv A
Ctv B Clv C
PrfRsr WrA
Wr B Wr C
Wr D EzTil User Total
It
Curt
It
efs
cfs efs
efs Cfs
efs efs
cfs efs cfs cfs
3.30
137,483
23.80
23.10 Ic
0.06 is --
•- 13.48 s
9.54 s -
- -- - 23.08
3.40
142,043
23.90
23.60 is
0.05 is --
-- 14.00 s
9.51 s -
- -- -- 23.56
3.50
146,603
24.00
24.09 Ic
0.05 is --
-- 14.52 s
9.51 s -
- -- - 24.08
3.60
151,410
24.10
24.57 Ic
0.05 is --
-- 14.98 s
9.51 s -
- -- - 24.53
3.70
156,217
24.20
25.03 is
0.04 is --
-- 15.41 s
9.51 s -
- -- - 24.97
3.80
161,024
24.30
25.49 Ic
0.04 is ---
-- 15.87 s
9.55 s -
-- -- - 25.46
3.90
165,831
24.40
25.94 Ic
0.04 is --
- 16.26 s
9.57 s -
- -- - 25.87
4.00
170,638
24.50
26.38 Ic
0.04 is ---
--- 16.68 s
9.61 s -
--- --- - 26.33
4.10
176,445
24.60
26.81 Ic
0.04 Ic --
-- 17.07 s
9.65 s -
- -- - 26.76
4.20
180,252
24.70
27.24 is
0.03 is --
•- 17.46 s
9.70 s --
- •-- -- 27.20
4.30
185,059
24.80
27.66 Ic
0.03 is --
--- 17.75 s
9.71 s -
- -- - 27.48
4.40
189,866
24.90
28.07 is
0.03 is --
-- 18.18 s
9.80 s -
- --- - 28.01
4.50
194,673
25.00
28.48 Ic
0.03 is --
--- 18.54 s
9.86 s -
- --- -- 28.43
4.60
199,733
25.10
28.88 Ic
0.03 is --
-- 18.82 s
9.89 s -
- -- - 28.74
4.70
204,792
25.20
29.27 is
0.03 is --
--- 19.19 s
9.96 s --
- -- -- 29.18
4.80
209,852
25.30
29.66 is
0.03 is --
-- 19.49 s
10.01 s --
- - -- 29.52
4.90
214,911
25.40
30.05 is
0.03 is --
•- 19.72 s
10.03 s --
--- - - 29.77
5.00
219,971
25.50
30.42 Ic
0.02 is --
-- 20.10 s
10.12 s --
- - -- 30.25
5.10
225,030
25.60
30.80 is
0.02 is --
-- 20.43 s
10.209 --
- - -- 30.65
5.20
230,090
25.70
31.17 Ic
0.02 is •-
•- 20.71 a
10.25 s --
- - -- 30.98
5.30
235,149
25.80
31.53 is
0.02 is --
-- 20,93 s
10.27 s -
- - - 31.22
5.40
240,209
25.90
31.90 is
0.02 is ---
-- 21.39 s
10.42 s --
--- - - 31.83
5.50
245,269
26.00
32.25 Ic
0.02 is --
-- 21.50 s
10.41 a -
- - -- 31.93
...End

Storm Sewer Tabulation
Page 1
Station
on
Dmg Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Vol
Pipe
Invert Elev
HGL Elev
Gmd / Rim Elev
Line ID
coeff
(1)
Flow
full
Line
To
Incr Total
Incr
Total
Inlet
Syst
Size
Slope
Dn
Up
Dn
Up
Dn
Up
Line
(ft)
(ac) (ac)
(C)
(min)
(min)
(inlhr)
(cfs)
(cfs)
(ft/5)
(in)
(%)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
1
End
35.544
0.00
2.71
0.00
0.00
1.52
0.0
7.8
6.3
9.57
12.58
3.57
24
0.31
21.00
21.11
22.62
22.67
0.00
26.00
2-1
2
1
279.467
1.30
2.71
0.56
0.73
1.52
5.0
6.3
6.3
9.57
12.40
3.64
24
0.30
21.11
21.95
22.88
23.36
26.00
25.04
3-2
3
2
71.586
0.24
1.41
0.56
0.13
0.79
5.0
5.8
6.3
4.98
5.69
2.82
18
0.29
21.95
22.16
23.84
24.01
25.04
25.82
4-3
4
3
112.972
0.66
1.17
0.56
0.37
0.66
5.0
5.3
6.3
4.13
3.54
3.37
15
0.30
22.16
22.50
24.09
24.55
25.82
25.82
5-4
5
4
24.664
0.51
0.51
0.56
0.29
0.29
5.0
5.0
6.3
1.80
3.44
1.47
15
0.28
22.50
22.57
24.96
24.98
25.82
25.82
6-5
Project File: 6-1.stm
Number of lines: 5
Run Date: 4/4/2018
NOTES:Intensity = 121.80 1 (Inlet time + 23.50) ^ 0.84; Return period =Yrs. 10 ; c = cir e = ellip b = box
simm sews. v11.00

ECS CAROLINAS, LLP ;Fui :ta,r sr, .trr,�f,"ts,: ic•
lit'f tNit ,lI " ,,ItJt:I I( II trIi11�-rI'll I"" 'I •;I"' i:a . F,!' Illttt?•:
February 10, 2014
Mr. Gary Pape, P.E.
GSP Consulting, PLLC
6626 Gordon Road
Wilmington, North Carolina 28411
Reference: Report of Seasonal High Water Table Estimation
The Oaks at Sloop Point PH 2
Sloop Point, Pander County, North Carolina
ECS Project No. 22.20203
Dear Mr. Pape:
ECS Carolinas, LLP (ECS) recently conducted an estimation of the Seasonal High Water Table
(SHWT) for the proposed stormwater best management practice (BMP) areas at the Oaks at
Sloop Point PH 2 in Sloop Point, Pander County, North Carolina. This letter, with attachments,
is the report of our estimation.
Field Testing
On February 5, 2014, ECS conducted an exploration of the subsurface soil and SHWT
conditions at one requested location shown on the attached Boring Location Plan (Figure 1).
The purpose of this exploration was to estimate the SHWT of the in place soils for the design of
for the proposed stormwater BMP area. ECS met with Mr. Garry Pape on site in order to locate
the boring. ECS explored the subsurface soil and groundwater conditions by advancing one
hand auger boring into the existing ground surface at the requested boring location. ECS
visually classified the subsurface soils and obtained representative samples of each soil type
encountered. ECS recorded the SHWT and groundwater level observed at the time of the hand
auger boring. The attached SHWT sheet provides a summary of the subsurface conditions
encountered at the hand auger boring location.
The groundwater level and the SHWT were estimated at the boring location below the existing
grade elevation. Below is a summary of each boring location.
The SHWT may vary within the proposed site due to changes in subsurface conditions and
elevation.
i , � I it;:l f•': ils ;.. 1'.II.. �4Q1' �'4) i VS .iI I`d V;l�i71 '�C %+A1 I �: i' I _ i' , •�"�.1 �-: US.. t+':r1-,IAab N,'.V'!: y'7. Lr•1d.i^.i.' qT.
•rV�+ .l. t' .. i. .:� , �1•

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

APPROXIMATE BORING LOCATION
NOT TO SCALE
The Oaks at Sloop Point PH2
Sloop Point, Ponder County,
North Carolina
ECS Project # 20203
February 5, 2014
KBW
Figure 1— Boring Location Plan
Provided by: GSP Consulting
I
e

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 Death Soil Description
B-1 0-20" Brown silty SAND
20"-32" Gray fine SAND w silt
32"-48" Gray/orange clayey SAND
48"-70" Gray/orange fine SAND w silt
Seasonal High Water Table was estimated to be at 40 inches below the
existing grade elevation.
Groundwater was encountered at 65 inches below the existing grade
elevation.

Wyndwater Phase 2
Built Upon Area (BUA) Allocation Summary
SW8 140416
Lot #
Owner
Lot Size
Actual BUA
Permitted Deed
Restrictions
BUA Book/ Page
# Lots:
69
# Owned by Permittee/Home Builder:
# Sold:
18
51
% Sold:
74%
44
COATES, ANDREW T
18,154
4,316
4,500
DB 4615, PG 298
45
VOGLER, KURT
15,444
4,175
4,500
DB 4615, PG 298
46
GREfCHKO, DARREN THOMAS
13,338
3,124
4,500
DB 4615, PG 298
47
BORGEN, JAMES ARTHUR
12,287
3,237
4,500
DB 4615, PG 298
48
THOMAS, THOMAS A JR
12,006
3,566
4,500
DB 4615, PG 298
49
THOMAS, ROBERT WALTER III
12,005
2,823
4,500
DB 4615, PG 298
50
MOORLAG, MATTHEW JAMES
12,005
3,273
4,500
DB 4615, PG 298
51
FARBER, BRANDON L
12,005
3,342
4,500
DB 4615, PG 298
52
DENNIS, BRIAN M
12,005
3,325
4,500
DB 4615, PG 298
53
SEIDNER, ANTHONY LOUIS
12,005
3,869
4,500
DB 4615, PG 298
54
SILVA, OMAR F
12,005
3,309
4,500
DB 4615, PG 298
55
ZIMMER, JESSE J
12,005
3,634
4,500
DB 4615, PG 298
56
DOWNIE, DEAN A
12,005
3,825
4,500
DB 4615, PG 298
57
BRADSHAW, JEFFERY
12,005
2,923
4,500
DB 4615, PG 298
58
MOSHER, MICHAEL II
12,005
3,236
4,500
DB 4615, PG 298
59
DICK, SEAN R
12,005
3,029
4,500
DB 4615, PG 298
60
ROMERO, HENRY RENE
12,005
4,083
4,500
DB 4615, PG 298
61
BANOS, CLAUDIO A GUTIERREZ
12,086
3,306
4,500
DB 4615, PG 298
62
NEFF, JESSE STEPHEN
12,905
3,619
4,500
DB 4615, PG 298
63
SISCO, JESSE A
14,897
4,133
4,500
DB 4615, PG 298
64
PHILLIPS, DAVID CASEY
18,485
4,429
4,500
DB 4615, PG 298
65
HOAG, DAVID F II
16,666
3,238
4,500
DB 4615, FIG 298
66
KELSAW, STEVEN
17,185
3,244
4,500
DB 4615, FIG 298
67
ROSS, DAVID RUSSELL
16,294
3,840
4,500
DB 4615, PG 298
68
BROWN, ERIC CHRISTOPHER
19,643
4,002
4,500
DB 4615, PG 298
69
GILLUM, CHARLES R II
12,095
4,025
4,500
DB 4615, PG 298
70
WHITE, JASON M
12,005
3,749
4,500
DB 4615, PG 298
71
LEE, ROBERT C II
12,005
3,575
4,500
DB 4615, PG 298
72
MULLEN, KAREL L
12,005
3,459
4,500
DB 4615, PG 298
73
DA SILVA, JASON MICHAEL
12,005
3,370
4,500
DB 4615, PG 298
74
FETTY, NICHOLAS L
12,005
3,710
4,500
DB 4615, PG 298
75
COY, JEREMY RYAN
14,5781
3,969
4,500
DB 4615, PG 298
76
PLACKE, DUSTIN
12,845
3,905
4,500
DB 4615, PG 298
77
BECKNER, AARON T
12,005
2,595
4,500
DB 4615, PG 298
78
RADDIGAN, MARTY L
12,005
3,897
4,500
DB 4615, PG 298
79
NANCE, ALLISON NICOLE
12,005
3,286
4,500
DB 4615, PG 298
80
TELFER, LIAM
12,005
2,809
4,500
DB 4615, PG 298
81
JONES, BRANDON H
12,005
3,669
4,500
DB 4615, PG 298
82
WILLIAMS, JENNIFER M
12,240
2,833
4,500
DB 4615, PG 298
83
GREEN, JUSTIN T
12,012
3,863
4,500
DB 4615, PG 298

84
GILILLAND, MATTHEW
16,442
2,897
4,500
DB 4615, PG 298
85
AMERICAN HOMESMITH LLC
7,159
0
3,738
DB 4615, PG 298
86
LENNON, DANIEL E TRUSTEES
7,253
3,201
3,628
DB 4615, PG 298
87
AMERICAN HOMESMITH LLC
7,230
0
3,628
DB 4615, PG 298
88
YATES, BRENDA W TRUSTEE
7,208
3,219
3,628
DB 4615, PG 298
89
AMERICAN HOMESMITH LLC
7,186
0
3,628
DB 4615, PG 298
90
HEBRON, TIFANNI MICHELLE
7,164
3,201
3,628
DB 4615, PG 298
91
AMERICAN HOMESMITH LLC
7,142
0
3,628
DB 4615, PG 298
92
AMERICAN HOMESMITH LLC
6,589
0
4,043
DB 4615, PG 298
93
KARSEVAR, LINDA JOY
8,892
2,769
3,665
DB 4615, PG 298
94
AMERICAN HOMESMITH LLC
13,182
3,365
3,987
DB 4615, PG 298
95
LANE, ROGER W
14,974
3,318
3,688
DB 4615, PG 298
96
CARDEA, LAURIE-JO
15,470
3,320
3,688
DB 4615, PG 298
97
CHUNG, ERIC J
8,467
3,435
3,911
DB 4615, PG 298
98
AMERICAN HOMESMITH LLC
8,571
3,353
3,625
DB 4615, PG 298
99
DEBENPORT, BOB
8,571
3,448
3,625
DB 4615, PG 298
100
AMERICAN HOMESMITH LLC
8,571
0
3,625
DB 4615, PG 298
101
COUNCILMAN, JESSE H III
8,571
3,425
3,625
DB 4615, PG 298
102
AMERICAN HOMESMITH LLC
8,571
0
3,625
DB 4615, PG 298
103
PENN, MICAH JONATHAN
8,571
3,219
3,625
DB 4615, PG 298
104
AMERICAN HOMESMITH LLC
8,589
0
3,698
DB 4615, PG 298
344
Signature Top Sail NC, LTD
11,232
0
4,500
DB 4615, PG 298
345
Signature Top Sail NC, LTD
10,400
0
4,500
DB 4615, PG 298
346
Signature Top Sail NC, LTD
9,286
0
4,500
DB 4615, PG 298
347
Signature Top Sail NC, LTD
9,504
0
4,500
DB 4615, PG 298
348
Signature Top Sail NC, LTD
10,278
0
4,500
DB 4615, PG 298
349
Signature Top Sail NC, LTD
11,719
0
4,500
DB 4615, PG 298
350
Signature Top Sail NC, LTD
12,000
0
4,500
DB 4615, FIG 298
351
Signature Top Sail NC, LTD
12,162
0
4,500
DB 4615, FIG 298

PFN
1.
2.
3.
4.
Option #1
Permit Transfer Checklist
Both the Current and Proposed Permittees Signed the Application
gnature Top Sail NC Ltd. LP — Reviewed on Oct. 4, 2019
Permit No. SW8140416 Expiration Date:
July 3, 2022
Session Law Extension Previously Issued (Y/N):
NA
Proposed Permittee:
a. Secretary of State (SoS) is Active (Y/N):
Y
b. SoS Current Person:
Michael Pollak
c. Original Signature w/Signature Authority (Y/N):
Y
d. Deed Submitted Showing Owner (Y/N):
Y
e. Permittee is Developer or Purchaser? (which one?):
N
I. Deed showing Property Owner (Y/N):
Y
ii. If Developer, Development Agreement (Y/N):NA
iii. If Purchaser, Purchase Agreement (Y/N):
NA
Property Owner (Only if Proposed Permittee is the Developer
or Purch esa �):
a. SoS is Active (Y/N):
b. SoS Current Person:
c. Original Signature w/Signature Authority (Y/N):
Current Permittee:
a. SoS is Active (YIN): Y
b. SoS Current Person: Michael Pollak, Jennifer Pollak Evans
c. Original Signature with Signature Authority (Y/N): Y
6. Transfer to HOA: Session Law 2011-256
a. Correct type of project (Y/N):
Y
b. Three criteria for transferring to HOAs:
i. 50% lots are sold to individuals (YIN):
Y
ii. Common area transferred to HOA (see compliance): Y
iii. Permit is in compliance (see compliance):
c. HOAs, Transfer Documents Needed:
I. HOA is Viable (Y/N):
Y
ii. Election Meeting Minutes (Y/N):
N
iii. Contact Information for HOA (Y/N):
Y
1. Property Manager:
CAMS
2. President or VP:
Michael Pollak
7. Compliance:
a. File Review Inspection Documents:
i. Deed for Common Areas (Y/N): Y
ii. Recorded Deed Restrictions (Y/N): Needs amendment vx�
• Some lots are not 4,500 sf each ace to permit /
iii. 0&M (Y/N): Needs new 0&M signed by Mike Pollak ✓
iv. PE Certification: Y
v. BUA/Lot Summary: N

b. Letter: If there are items to fix in the field, ask them to send pictures of the finished product with
their resubmittal.
c. Field Inspection:
i. Inspector: Steve Pusey
ii. Date:
iii. Issues/Actions Needed:

G:\WQ\Shared\StormW ater\Permits & I'rojects\2014\140416 I ID\2019 10 xfer checklist 140416.docx
Permit Transfer Checklist
Option Ni: Both the Current and Proposed Permittees Signed the Application
Signature Top Sail NC Ltd. LP - Reviewed on Oct. 4, 2019
1. Permit No. SW8140416 Expiration Dal _ _ _ _ _ _ _ _ _ JUIy 3, 2022 _ _ _ _ _ _ _ _ _ _ _ _ _
_ _ _ _ - -
Commented pK1]: If it is expired, it needs a rrnewal prior
2. Session Law Extension Previously Issued (YIN): NA
to transfer.
3. (Proposed Permittleq_ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — —
— — — _ ,
Commented IJK2]: If the p;ojcct has not been constructed,
a. Secretary of State (SoS) is Active (YIN): Y
it can get a new permit ifthe currcm permiaee requests a
h. SoS Current Person: Michael Pollak
rescission, Ifn is constructed, then the pcnnit must be
transferred. A new permit is not an option.
c. Original Signature wlSignature Authority (YIN): Y
d. Deed Submitted Showing Owner (YIN)J. _ _ _ _ _ — Y_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
_ _ _ _
Commented I1K31: Request map booWpagc refeenced in
e.Pennittee 15 Developer Or PUrohasellNW71Ch one?): N
------------------------------
the deed so we can easily sec what land the deed covers.
i. Deed showing Property Owner (YIN): Y
Commented [JN4]: Owner must sign the application, too.
ii. If Developer, Development Agreement (YIN):NA
iii. If Purchaser, Purchase Agreement (YIN): NA
4. Property Omer (Only it Proposed Perrnittee_is_ih_e_f)eyel_oper or,Pprohaser):
a. BOB is Active (YIN):
b. SoS Current Person:
It. Original Signature wlSignature Authority (YIN):
5. Current Permiflee:
a. SoS is Active (YIN):
b, SoS Current Person:
Michael Pollak, Jennifer Pollak Evans
c. Original Signature with Signature Authority(YIN):
Y
Transfer to HOA: Session Law 2011-256
a. Correct type of project (YIN):[__--------Y----------------______
b. Three criteria for transferring to HOAs:
1. 50%lots are sold to individuals (YIN):
Y
ii. Common area transferred to HOA (see compliance): Y
iii. Permit is in compliance (see compliance):
c. HOAs, Transfer Documents Needed:
I. 'HOA is Viable (YIN):�
Y______________--.
ii. Election Meeting Minutes, (YIN); _
N
iii. Contact Information for HOA (YIN):
Y
1. property Managerf________
CAMS ______-_____ _ - -.
2. President or VP:
Michael Pollak
Compliance:
a. File Review Inspection Documents:
i. (Deed for Common Areas ,(YIN);______
Y______________
ii. ,Recorded Deed Restrictions YIN :
Needs amendment -
a Some lots ore not 4,500 sf each acc to permit
iii. 0&M'(YIN): _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Needs new 0&M signed by Mike Pollak _ _ _ _ _
iv. :PE Certification Y
v. !BUA/Lot Summary-L_____________N_________---__
Commented IJK5]: Check dead restrictions to see if it is
designed par the rule cited in SL2011 256 ('Declarant of
Condominium' par Chapter 47C or 'Declarant of a Planned
Community' per 47F). If the subdivision was built prior to 1999, the
Decfarama Attorney can make a itB emtinanon that the elements of
the Planned Community Act (see g47F) have been met by the
Dedaranl fix the subdmision. If the Declarant chooses to use this
type of transfer, the determination trust be in venting, signed by the
attempt, and submitted to DEMLR with this form.
Commented [JK6]: Articles of Incamoration for the HOA
Commented [JK7]: Show the names of the Presiders WP and
have one of those people sign the harsher form.
Commented lJK8]: A property manager cannot sign for an
HOA unless the President m VP has transferred signature
authority to them in writing.
Commented IJK91:'Legal docimentatern of land transfer.'
Resources:
1.Check county GIs site to vent' owner if deed is hard ad figure
out (e if the referenced map is not included).
2.Cheok aoriats or county W websits to spot check BUA
Commented [1K 10]: Must match the permit text.
Commented IJK111: Signed by proposed permitted
Commented [JK12]: Check the date to ensure that the
project wasn't modified after it was eenined.
Commented [JK131: See Example

GAWQ\Shared\StormWater\I'ermits & Projects\2014\140416 HD\2019 10 xfer checklist 140416.docx
b. Letter. If there are items to fix in the field, ask them to send pictures of the finished product with
their resubmittal.
c. Field Inspection
____________________________
i. Inspector: Brian Lambe
ii. Date:
iii. Issues/Actions Needed:
Commented [1K141: The intoning pcnnince can choose
to accept the project with compliance issues ifthey submit a
letter in writing stating that they understand that they will
have to bring the project into compliance once they become
the pemtittee. (DEMI.K generally first inspects the site to
identify the compliance items and notifies them ofthe items
needed. But, it is not required ifthey want the permit
without an inspection.)

WIT DCTFNLION POND AINAl
FILE "Fee
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PROJECT#SWB
14DI16 Mod
REVIEWER: Pussy
PROTECT NAME
WVnd%oter Phase 2(PH 9 bend OtlylnN Run Date
6121/16
Note- Urrinpa lNen.m.hadad In blue
Last Modelled 23 A.,16
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Hydrograph Report
Hydraflow Hydrographs by Intelisolve v9.1
Hyd. No. 1
WET DETENTION BASIN
Hydrograph type
= SCS Runoff
Storm frequency
= 10 yrs
Time interval
= 1 min
Drainage area
= 24.010 ac
Basin Slope
= 0.0 %
Tc method
= USER
Total precip.
= 6.30 in
Storm duration
= 24 hrs
Composite (Area/CN) = [(9.350 x 98) + (14.660 x 39)j / 24.010
Q (cfs)
70.00
50.00
40.00
30.00
20.00
10.00
Wednesday. May 4. 2016
Peak discharge
= 65.14 cfs
Time to peak
= 725 min
Hyd. volume
= 206,564 cuft
Curve number
= 62'
Hydraulic length
= 0 ft
Time of conc. (Tc)
= 5.00 min
Distribution
= Type III
Shape factor
= 484
WET DETENTION BASIN
Hyd. No. 1 -- 10 Year
Q (cfs)
70.00
50.00
40.00
30.00
20.00
10.00
0.00 ' ' ' ' ' ---I L 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
— Hyd No. 1 Time (min)

3
Hydrograph Report
Hydrallow Hydrographs by Intelisolve v9.1
Hyd. No. 2
WET DETENTION BASIN
Hydrograph type
= Reservoir
Storm frequency
= 10 yrs
Time interval
= 1 min
Inflow hyd. No,
= 1 - WET DETENTION BASIN
Reservoir name
= WET DETENTION BASIN
Storage Indication method used
Wednesday, May 4, 2016
Peak discharge
= 11.91 cfs
Time to peak
= 754 min
Hyd. volume
= 184,368 cuft
Max. Elevation
= 22.62 ft
Max. Storage
= 84,660 cuft
WET DETENTION BASIN
Q (cfs) Hyd. No. 2 -- 10 Year Q (cfs)
7000 - 70.00
6000 60.00
50.00 50.00
40.00 40.00
30.00 30.00
20.00 20.00
10.00 10.00
0.00 0.00
0 300 600 900 1200 1500 1800 2100 2400 2700 3000
Time (min)
— Hyd No. 2 —Hyd No. 1 Total storage used = 84,660 cult