SW7080905_HISTORICAL FILE_20210712

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
(% IM
YYYYMMDD

k4/ o
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRIAN WRENN
Director
Grander, LLC
Attention: Tammy T
2600 Sailfish Drive
Manteo, NC 27954
Tobin, Manager
NORTH CAROLINA
Environmental Quality
July 12, 2021
Subject: Stormwater Permit Renewal
Stormwater Management Permit SV 7080905
Pirates Cove Tournament Pavilion & Marlin Pond System
Dare County
Dear Ms. Tobin:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SV 7080905 for a stormwater treatment system consisting of a wet
detention pond, infiltration trench and an infiltration basin serving the Pirates Cove
Tournament Pavilion located at 4 Sailfish Drive, Manteo, NC expires on December 31,
2021. This is a reminder that permit renewal applications are due 180 days prior to
expiration. We do not have a record of receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Permit application forms for renewal can be found on our website at:
https://deq.nc.gov/about/divisions/energy-mineral-and-land-
resources/stormwater/stormwater-program/post-construction-2. North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
roger. thorpe(cDncdenr.gov.
Sincerely,
Roger K. Thorpe
Environmental Engineer
1-1 �Nftmz North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
_ � Washingron Regional Offlre 1 943 Washington Square Mall ! Washington. Nonh Carolina 27BA9
252.946.648I

kg6
MCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
March 16, 2009
Roanoke Properties, LTD
Attn: Mr. Glenn Futrell
1 Sailfish Drive
Manteo, NC 27954
,eV, ce e P, sw 7o802o-�-
"ss 3%/6/zoio
Subject: Stormwater Permit No. SW7080905
Pirates Cove Tournament Pavilion &
Marlin Pond System
High Density Project .
Dare County
Dear Mr. Futrell:
The Washington Regional Office received a complete Stormwater Management
Permit Application for the subject project on January 2, 2009. Staff review of the
plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000.
We are forwarding Permit No. SW7080905 dated March 16, 2009, for the
construction of the subject project.
This permit shall be effective from the date of issuance until March 16, 2019, and
shall be subject to the conditions and limitations as specified therein. Please pay
special attention to the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and maintenance of the
stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are
unacceptable, you have the right to request an adjudicatory, hearing upon written
request within thirty (30) days following receipt of this permit. This request must
be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings,
6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are
made this permit shall be final and binding.
North Carolina Division of Water Quality Internet: www.ncwateraualitv.ore
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
NorthCarohna
Naturally

Page 2 of 9
Roanoke Properties, LTD
March 16, 2009
Page Two
If you have any questions, or need additional information concerning this matter,
please contact Bill Moore, or me at [phone].
incer y,
VAl
Hoag r
Regional Supervisor
Surface Water Protection Section
cc: Quible & Associates
Pare County Planning/Inspections
ashington Regional Office
Central Files

Page 3 of 9
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes
of North Carolina as amended, and other applicable Laws, Rules, and
Regulations
PERMISSION IS HEREBY GRANTED TO
Roanoke Properties, LTD
Pirates Cove Tournament Pavilion
Dare County
FOR THE
construction, operation and maintenance of (1) infiltration trench system, (1)
infiltration basin, (1) existing wet pond, and (1) pre-treatment basin with draw
down pumps and conveyance pipes in compliance with the provisions of 15A
NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the
approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality
and considered a part of this permit for Pirates Cove Tournament Pavilion and
Marlin Pond System located adjacent to Sailfish Drive in Pirates Cove near
Manteo, NC.
This permit shall be effective from the date of issuance until March 16, 2019, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of
stormwater described in the application and other supporting data.
2. This stormwater system has been approved for the management of
stormwater runoff as described in Section 1.6 on page 3 of this permit. The
stormwater controls have been designed to handle the runoff from 77,166
square feet of impervious area.
The tract will be limited to the amount of built -upon area indicated on page
4 of this permit, and per approved plans.

Page 4 of 9
1
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the
project will be recorded showing all such required easements, in
accordance with the approved plans.
5. The runoff from all built -upon area within the permitted drainage area of
this project must be directed into the permitted stormwater control system.
6. The following design criteria have been provided for this project and must
be maintained at design condition:
a. Combined Drainage areas:
2.91 acres
b. Total Impervious Surfaces:
13,248 sf - DA 1
48,503 sf - DA 2
15,415sf-DA3
C. Design Storm:
1.5 - inches
d. Infiltration Basin Provided Area:
1127 sf -serves DA 3
(@ design storage elev 4.65)
e. Infiltration Basin Provided Storage:
1893 cf
(based on 1.5-inches)
f. Wet Pond Provided Area:
9394 sf - serves DA 1 &2
(permanent pool elev. 2.2)
g. Wet Pond Storage Provided:
36,083 cf
(@ max. storage elev. 4.5)
h. Infiltration Trench Provided Storage:
1581 cf - serves DA 1
(based on 1.5-inches)
i. Receiving Stream/River Basin:
UT -Roanoke Sound
j. Classification of Water Body:
SA
k. Note: Overflows from the Infiltration Basin & Infiltration Trench
System are collected in a common storage basin/swale with
a duplex pump system designed to handle the 10-yr 24-hr
storm event. Overflows are pumped from the storage basin
to an existing wet pond system designed to store an
equivalent 7.2-inch rainfall event.
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of
any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded
areas of the system will be repaired immediately.

Page 5 of 9
3. The permittee shall at all times provide the operation and maintenance .
necessary to assure the permitted stormwater system functions at
optimum efficiency. The approved Operation and Maintenance Plan must
be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration
media, flow spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all
times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the
date, activity, name of person performing the work and what actions were
taken.
5. The facilities shall be constructed as shown on the approved plans. This
permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of
Occupancy, and prior to operation of this permitted facility, a certification
must be received from an appropriate designer for the system installed
certifying that the permitted facility has been installed in accordance with
this permit, the approved plans and specifications, and other supporting
documentation. Any deviations from the approved plans and
specifications must be noted on the Certification. A modification may be
required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must
be restored to design condition prior to operation as a stormwater
treatment device, and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received
approval for revised plans, specifications, and calculations prior to
construction, for any modification to the approved plans, including, but not
limited to, those listed below:
a. Any revision to any item shown on the approved plans, including
the stormwater management measures, built -upon area, details,
etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or
to the drainage area.

Page 6 of 9
e. Further subdivision, acquisition, lease or sale of all or part of the
project area. The project area is defined as all property owned by
the permittee, for which Sedimentation and Erosion Control Plan
approval or a CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on
the approved plan.
10. The permittee shall submit final site layout and grading plans for any
permitted future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on
file by the Permittee at all times..
12. The Director may notify the permittee when the permitted site does not
meet one or more of the minimum requirements of the permit. Within the
time frame specified in the notice, the permittee shall submit a written time
schedule to the Director for modifying the site to meet minimum
requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the
Director. In the event of a change of ownership, or a name change, the
permittee must submit a formal permit transfer request to the Division of
Water Quality, accompanied by a completed name/ownership change
form, documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request will be
considered on its merits and may or may not be approved. The permittee
is responsible for compliance with all permit conditions until such time as
the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit
may subject the Permittee to enforcement action by the Division of Water
Quality, in accordance with North Carolina General Statute 143-215.6A to
143-215.6C.
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.
In the event that the facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate
corrective action, including those as may be required by this Division, such
as the construction of additional or replacement stormwater management
systems.
5. The permittee grants DENR Staff permission to enter the property during
normal business hours for the purpose of inspecting all components of the
permitted stormwater management facility.

Page 7 of 9
6. The permit may be modified, revoked and reissued or terminated for .
cause. The filing of a request for a permit modification, revocation and
reissuance or termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the
stormwater control must follow the guidelines established in the North
Carolina Erosion and Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by
reference and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing
address changes within 30 days.
10. This permit shall be effective from the date of issuance until March 16,
2019. Application for permit renewal shall be submitted 180 days prior to
the expiration date of this permit and must be accompanied by the
processing fee.
Permit issued this the 16 th day of March, 2009.
NTH AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. ullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit SW7080905

Page 8 of 9
s
Pirates Cove Tournament Pavilion & Marlin Pond System
Stormwater Permit No. SW7080905
Dare County
Designer's Certification
I, as a duly registered
in the State of North Carolina, having been
authorized to observe (periodically/ weekly/ full time) the construction of the
project,
(Project)
for (Project Owner) hereby state that,
to the best of my abilities, due care and diligence was used in the observation of
the project construction such that the construction was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Note: The checklist on the following page must be included with this
Certification. Any changes or deviations from the approved plans and
specifications must be explained in detail, and may require a permit modification.
The certification forms should be submitted to the Division of Water Quality at the
appropriate Regional office.
SEAL
Signature
Registration Number
Date

Page 9 of 9
Certification Attachment
1. The drainage area to the system contains approximately the
permitted acreage.
2. The drainage area to the system contains no more than the
permitted amount of built -upon area.
3. All the built -upon area associated with the project is graded such
that the runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the
system.
5. The bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause
short-circuiting of the system.
11. The permitted amounts of surface area and/or volume have been.
provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved
plans.

I
O�O� W A r�9QG
r
• .:M
1111
NOV 2 0 2009
t
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
WATER QUALITY SECTION
I. CURRENT PERMIT INFORMATION:
1. Stormwater Management Permit Number: -.5rw
2. Permit Holder's Name: )7 on,11u ze: :AX
Coleen H. Sullins, Director
Division of Water Quality Ver. �. D
SW%eo9o�-
HIP CHANGE FORM A/f•Ik5r9ti iss.�R
o�J
X D 9105- Qrn. 4/a/,;?,/9
7J;
3. Signing official's Name: Title:
Z,?/aC. DB,
4. Mailing Address: / fJfr UE /
City: 2y,&16-0 State: /Y C• Zip: o?
Phone: (6752- Fax: (0?0;?- 5z73- 54a00
if. NEW OWNER / PROJECT / ADDRESS INFORMATION:
1. This request is for: (please check all that apply)
a. Change in ownership of the property/company (Please complete Items #2,
#3, and #4 below)
b. Name change of project (Please complete Item #5 below)
C. Mailing address change. (Please complete Item #4 below)
d. Other (please explain):
2. New owner's name to be put on permit: 1n1,Cll
3. New owner's signing official's name and title: /r%/Ir✓.fl�Ji.,rq P//rr7//1�/G
Title:
4. New Mailing Address:
City: State: C• Zip: a7ytrC.,4
Phone: (07 o? - fZ73- 3 90 (p Fax: ( )
5. New Project Name to be placed on permit:
0w ership/Name Change-080808 Page 1 of 3

PERMIT NAME/OWNERSHIP CHANGE FORM
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF WATER
QUALITY UNLESS ALL OF THE APPLICABLE ITEMS LISTED BELOW ARE INCLUDED
WITH THE SUBMITTAL.
REQUIRED ITEMS:
1. This completed form.
2. Legal documentation of the transfer of ownership.
3. A copy of the recorded deed restrictions, if required by the permit.
4. The designer's certification, if required by the permit.
5. A signed Operation and Maintenance plan, if a system that requires maintenance will
change ownership.
6. Maintenance records.
CERTIFICATION MUST BE COMPLETED AND SIGNED BY BOTH THE CURRENT PERMIT
HOLDER AND TKEITEW APPLICANT IN THE CASE OF A CTUME OF OWNERSHIP.
FOR NAME CHANGES, COMPLETE AND SIGN ONLY THE CURRENT PERMITTEE'S
CERTIFICATION.
Current Perm' ee's Certification:
I, attest that this application for a name/ownership
chin a has been reviewed and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be
returned as incomplete„
Signature:
New Applicant's Certification: (Must be completed for all transfers of ovmership)
t trY�rnbPX
I c l►Vl►ny Tab(h Wn g"- attest that this application for an ownership
change has been r viewed and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be
returned as incomplete.
Signature: Date:
Mail the entire package to: NCDENR Division of Water Quality
Surface Water Protection Section — Stormwater
at the Appropriate Contact Address (see the following page)
Omership/Name Change-080808 Page 2 Of 3

l .6 , V vl J
Pirates Cove Tournament Pavilion & Marlin Pond System
Stormwater Permit No. SW7080905.
Dare County
Designer's Certification
I, nAVtD V`fA*N , as a duly registered
ENv1Nu2 in the State of North Carolina, having been
authorized to observe (periodically/ weekly/ full time) the construction of the
project,
IOA1
(Project)
for V0A&VK.E F?Z0>PVRTiG5 , I,Tt,, (Project Owner) hereby state that,
to the best of my abilities, due care and diligence was used in the observation of
the project construction such that the construction was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Note: The checklist on the following page must be included with this
Certification. Any changes or deviations from the approved plans and
specifications must be explained in detail, and may require a permit modification.
The certification forms should be submitted to the Division of Water Quality at the
appropriate Regional office.
Signature p^
Registration Number 030 OCR
Date MAY I Z, 4009
MAY 14 2009
SEAL
C/ nOe
`2p .OFtiSS/n . y%
4 SEAL
z 030406

Page y of y
Certification Attachment
C)M21.
The drainage area to the system contains approximately the
permitted acreage.
bMIZ 2.
The drainage area to the system contains no more than the
permitted amount of built -upon area.
DMR 3.
All the built -upon area associated with the project is graded such
that the runoff drains to the system.
bI4.
All roof drains are located such that the runoff is directed into the
system.
bMQ-5.
The bypass structure weir elevation is per the approved plan.
bArL 6.
The bypass structure is located per the approved plans.
bMrc 7.
A Trash Rack is provided on the bypass structure.
DMrZ8.
All slopes are grassed with permanent vegetation.
p)MQ9.
Vegetated slopes are no steeper than 3:1.
DMit 10.
The inlets are located per the approved plans and do not cause
short-circuiting of the system.
DMQ 11.
The permitted amounts of surface area and/or volume have been
provided.
t)M(Z12.
All required design depths are provided.
r>MfL 13.
All required parts of the system are provided.
t)MQ 14.
The required system dimensions are provided per the approved
plans.

vvz
The 60agta1fW'er125
MAY 14 2009
LETTER OF 7rRANSMIT'TAL
Date: May 12, 2009 To: William J. Moore
NCDENR — D\CIQ
Project #: 3357 943 Washington Square Mall
Project Name: Pirate's Cove Tournament Washington, NC 27889
Pavilion
HAND DELIVERED I I OVER -NITS MAIL I X I MAIt nn I I FAXED
We are sending Fx I Enclosed ❑ Attached ❑ Under separate cover via
As Requested
0 For Your Use
For Review & Comment
For Client Approval
For permit Approval
F-qFor Your Records
For Bid Submission
For Distribution
For Release
the following items:
For Construction
For Const. Record
Confidential
COPIES DESCRIPTION DATE
1 Engineer's Certification 5/12/09
REMARKS:
Mr. Moore,
As per David Ryan's e-mail dated May 12, 2009, I have enclosed a hard copy of the Engineer's Certification
for the Pirate's Cove Tournament Pavilion for your records. If you have any comments or questions
pertaining to this information, please do not hesitate to contact me.
Sincerely,
BISSELL PROFESSIONAL GROUP
"M7 Z014
Mary York
Engineering Coordinator
P.O. Box 1068 ■ 3512 N. Croatan Hwy. ■ Kitty Hawk, NC 27949
252-261-3266■ Fax:[phone] ■ E-mail:[e-mail]

• - - - DWQ USE ONLY
Date Received
Fee Paid
Permit Number
IAN - 2 2009
f—
5W 7 o B o 90 5—
'' State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Roanoke Properties, Ltd
2. Print Owner/Signing Official's name and tit perso legally responsible for facility and compliance):
Glenn E. Futrell - Agent 9/9 y 8/o - o9d o
3. Mailing Address for person listed in item 2 above:
City: Manteo
Phone: (252 ) 473-6800
State: NC Zip: 27954
Fax: (252 ) 473-6412
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Pirates Cove Tournament Pavilion
5. Location of Project (street address):
City: Manteo County:
6. Directions to project (from nearest major intersection):
Approx. 0.16 miles from entance of Pirates Cove Development on south side of Sailfish Dr.
Entrance to Pirates Cove is located approx. 1.0 mile east of intersection of HWY 64 & BUS 64 in Manteo.
7. Latitude: 36 deg. 4 min. 49 sec. N Longitude: 76 deg. 24 min. 17 sec. W of project
8. Contact person who can answer questions about the project:
Name: David M. Ryan Telephone Number: (252 ) 261-3266
Email: [e-mail]
II. PERMIT INFORMATION:
1. Specify whether project is (check one): ®New ❑Renewal ❑Modification
Form SWU-101 Version 8.07 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks):
❑LAMA Major ❑Sedimentation/Erosion Control 0404/401 Permit ❑NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Provision of french drain collection network, pre-treatment vegetative Swale and (1) wet -detention pond
2. Stormwater runoff from this project drains to the Pasquotank River basin.
ZR1
3. Total Site Area:— (w/ offsite) acres 4. Total Wetlands Area: 0 acres
5. 100' Wide Strip of Wetland Area: N/A acres (not applicable if no wetlands exist on site)
6. Total Project Area**: 0.74 (on -site) acres 7. Project Built Upon Area: 77.16 %
8. How many drainage areas does the project have? 2
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as bTe�low.
Basin Information
-
Drainage Area 1
-• . . - • - -
Drainage -Area 2
Receiving Stream Name
Roanoke Sound
Roanoke Sound
Stream Class & Index No.
SA, 30-21
SA,30-21
Drainage Area (sf)
f 2 �r 70508 oc
Z s4' -4323 ,
Existing Impervious* Area (so
14 f 43,6
0 CA f ' apz
Proposed Impervious*Area (sf)
1 1 0
SU3 5k 0
% Impervious* Area (total)
(o° °o b1 94°�—
°� 0%
Impervious Surface Area ,;
Drainage Area 1' ` °
" ''' Drainage Area 2
n .
On -site Buildings (so
12,624
0
On -site Streets (sf)
2,388
0
On -site Parking (so
8,834
0
On -site Sidewalks (so
624
0
Other on -site (so
309
0
Off -site (so
18,895
0
. Total (so:
43,674
0
ola•�-
S /
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation.
Form SWU-101 Version 8.07 Page 2 of 4

' �.
�
'w
� it 0
N ��
=2 ��
N r
�. �„
,�
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i
r.
i/!1

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit []Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks):
❑CAMA Major ❑Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Provision of (1) interconnected infiltration trench collection network (1) infiltration basin (1) pre-treatment
vegetative swale, and (1) wet -detention pond
2. Stormwater runoff from this project drains to the Pasouotank River basin.
3. Total Site Area: 2.14 (w/ offsite) acres 4. Total Wetlands Area: 0 acres
5. 100' Wide Strip of Wetland Area: N/A acres (not applicable if no wetlands exist on site)
6. Total Project Area": 2.14 acres 7. Project Built Upon Area: 66 %
8. How many drainage areas does the project have? 3
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided }'n the same format as below.
n!E u6r4v4J Phv(4,p. 4. f II I
.
Basin Information
Drainage Area
a
Receiving Stream Name
Roanoke Sound
Roanoke Sound
Stream Class & Index No.
SA, 30-21
SA,30-21
Drainage Area (so
-510 s.( 20,310
0 `'
` 0
Existing Impervious" Area (sf)
Ir4lS S4r 15,415 y^^�
, 0
Proposed Impervious*Area (so
0
1 0
% Impervious" Area (total)
76 °0 76%
1
Inr ervious` Surface Area"".
'Drainage Area 3
On -site Buildings (so
0
On -site Streets (so
0
0
On -site Parking (so
15,415
0
On -site Sidewalks (so
0
I 0
Other on -site (so
0
0
Off -site (so
0
0
Total (so:
15,415
0
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 8.07 Page 2 of

10. How was the off -site impervious area listed above derived? On -site survey and field investigations
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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 State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SW401-Low Density
Low Density Supplement
Form SW401-Curb Outlet System
Curb Outlet System Supplement
Form SW401-Off-Site System
Off -Site System Supplement
Form SW401-Wet Detention Basin,
Wet Detention Basin Supplement
Form SW401-Infiltration Basin
Infiltration Basin Supplement
Form SW401-Infiltration Trench
Underground Infiltration Trench Supplement
Form SW401-Bioretention Cell
Bioretention Cell Supplement
Form SW401-Level Spreader
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Form SW401-Wetland
Constructed Wetland Supplement
Form SW401-Grassed Swale
Grassed Swale Supplement
Form SW401-Sand Filter
Sand Filter Supplement
Form SWU-101 Version 8.07 Page 3 of 4

2/31,2008 13:22 FAX [phone] PIRATE'S COPE 16001
SUBMITTAL REQUIREMENTS
rely complete application packages will be accepted and reviewed by the Division of Water Quality
(DWQ). A complete package includes all of the items listed below. The complete application package
should be submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on
the interactive online map at htrn:!/h2o.cnr.stalc.nc-uslsu/msi maos,hun)
Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Initials
• Original and aria copy of the Stormwater Management Permit Application Form
Original and one copy of the Deed Restrictions & Protective Covenants Form
• Original of the applicable Supplement Form(s) and O&M agreement(s) for grh BMP
• Permit application processing fee of $505 ($4,000 for Express) payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soilreport
• Three copies of plans and specifications (sealed, signed & dated), including:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section -
Designated agent (individual or firm): Bissell Professional Group
Mailing Address: P.O. Box 1068
City: Kitty Hawk State: NC Zip:27949
Phone: (252 ) 261-3266 Fax: 1252 L261-1760
EDiaiL-dave@bissel)12mfenionalp:roup.com
VIIL APPLICANT'S CERTIFICATION
L (print or type name of person listed in General Information, item 2)
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the ro osed project complies with the requirements of ISA
NCAC ZT4.1000. 1-7_ / '
Date:_ / Z -- 3 c/—G�
FormSWU-101 Version8.07 Page 4of4

TkeGoa0p,11T Perto
September 03, 2008
Mr. William Moore
NCDENR, Water Quality Section
943 Washington Sq. iviall
Washington, NC 27889
Dear Mr. Moore,
JAN - 2 2009
SUBJECT: PIRATES COVE TOURNAMENT PAVILION S\\ 7080905
On behalf of Glen Futrell & Pirate's Cove, Bissell Professional Group requests review of the
proposed stormwater management plan in support of the Pirate's Cove Tournament Pavilion site.
This package is being submitted in response to the request for additional information dated
December 2, 2008 and the subsequent follow-up meeting conducted on Tuesday December 16,
2008. The following is a summary of those discussions and how each item has been addressed;
• The corrective action measures that have been implemented in the existing structure labeled
"irrigation control valve", located in the proximity of the SW corner of the Pavilion
structure currently do not provide a "permanent" solution. Additional measures, in the form
of backfilfing this structure with grout will constitute a "permanent" mechanism to prohibit
future use of this structure.
Answer: The additional grout described above will be implemented during installation of
the proposed infiltration measures and will be denoted as such in the engineer's certification.
• The corrective actions that have been implemented on the existing drop inlet located
adjacent to the eastern most access drive that services the pavilion site have been deemed
sufficient as a "permanent" solution to prohibit future use of this drainage structure.
• Additional review of the existing "Marlin Pond" will be required to be conducted to ensure
that there are not outlets that drain into the adjoining surface waters or wetlands.
Answer. Additional investigation was conducted and it appears that there are no apparent
existing devices that were observed to outlet from the pond. This has been denoted on sheet
1 of 2.
The existing gravel parking & drive area directly east of the pavilion structure will be
incorporated into this application. Although acting as a "temporary measure", until at which
time the remaining Sailfish Condominium structure is constructed, it will be considered part
of this permit application. Associative calculations will be required as well as the requisite
supplements for this area. Further soils investigation will be required to determine seasonal
high wetness conditions in this area in conjunction with some investigation for adequacy of
the permeability of the underlying soils and determination of potential soils replacement.
This measure shall be required to demonstrate adequacy for storage of rainfall runoff from
its tributary area for a 1.5" rainfall event. An overflow device shall be provided with an
overflow elevation equivalent to the 1.5" rainfall event water surface elevation that can
connect, via pipe, to the existing roadway swale located along Sailfish Dr. (see below).
P.O. Box 1068 ■ 3512 N. Croatan Hwy. ■ Kitty Hawk, NC 27949
252-261-3266■ Fax:[phone] E-mail: [e-mail]

— 2 — December 31, 2008
Answer: This drainage area has been included into the stormwater management plans and is
denoted as Drainage Area #3. This on -site drainage watershed is 0.47 acres in area and is
composed of gravel parking & drives that sheet flow into the existing infiltration basin.
Additional soils investigations were performed and based upon the results, the soils in the
proximity of the existing infiltration basin located in the northeast corner of the project area
appear to be restricting the infiltrative capacity of the soil. It can be estimated that the
elevated static water level readings in this area can be attributed to the reduced infiltration
rate within the clav/organic layer identified approximately 2' below the existing basin
bottom surface. In an effort to avoid creating a potential ponding problem, and
demonstrating compliance with the required drawdown period, this proposal includes the
removal of the organic/clap layer beneath the infiltration basin floor with replacement of
clean sand backfill material Additionally in its current state, the basin is inadequate to
accommodate the runoff for a 1.5" rainfall event. Therefore, a proposed basin expansion in
conjunction with soils removal and replacement are being proposed to support increased
volume and infiltrative capacities for this device. An overflow device is also being proposed
to convey rainfall amounts in exceedance of the 1.5" rainfall event to the existing
pretreatment device/forebay measure located to the west. The overflow device will consist
of a drain basin containing a 12" dia. grate inlet, set at the temporary pool elevation and a
direct pipe connection to the pretreatment device. These measures are considered temporary
in nature due to a future development plan that will covered under a separate permit.
• A minimum vertical separation of 12" must be obtained between the bottom of all proposed
infiltration devices and the determined seasonal high water level.
Answer: Based upon additional soils investigations being conducted in the proximity of the
proposed stormwater controls, it was discovered that the groundwater levels were
predominately 48" below the existing ground surface. Based upon the recent rainfall
amounts, it can be estimated that the subsurface static water level readings are indicative of
those that typify seasonal high conditions. To account for the potential increase in
groundwater levels observed at the dine of investigation, au additional 6 inch vertical buffer
is being proposed for a total 18" vertical separation from the bottom of the proposed
measures to the estimated seasonal high water level.
• As previously described in the plan submission, the subsurface EZ-Flow pipes are proposed
along the east, south & west sides of the existing pavilion structure. An additional gravel
infiltration trench is proposed along the northern periphery of the structure with connecting
perforated pipes & inlet structures for maintenance. The intent is to provide adequate
storage within these devices from the tributary rainfall runoff of the pavilion structure.
Answer. For the purposes of permitting, this 0.30 ac. watershed is divided into two sub-
regions, based upon the method of infiltration trench proposed to manage the total 1.5"
rainfall runoff from the Tournament Pavilion. The rainfall runoff generated from the
northern portion of the roof, Drainage Area #113, will be captured in a 185 Lf. 5.5' wide by
2.5' deep gravel infiltration trench. An 8" dia. perforated collection pipe will be installed
within the trench Emits that will connected via (4) drain basins that will serve as inspection
ports and allow for maintenance of the system. The rainfall runoff generated from the
eastern, western& southern portions of the roof, Drainage Area #1A, will be captured in a
328 Lf. 2' wide by 2' deep infiltration trench containing (4) bundles of EZ-Flow drainage

— 3 — December 31, 2008
pipe. This 4" clia. perforated collection pipe encased within a polystyrene aggregate will be
installed within the trench limits and connected via (4) drain basins that will serve as
inspection ports and allow for maintenance of the system. A 6" high berm is proposed along
the western infiltration trench section to prohibit the potential for excess rainfall from sheet
flowing into the adjoining surface waters. Runoff in excess of the 1.5" rainfall event will
sheet flow overland to the existing vegetative pretreatment device located adjacent to Sailfish
Dr.. Rainfall runoff will be temporarily stored within this device, prior to being pumped, via
a duplex pump station, to the existing "Marlin Pond" located at the Pirate's Cove
Development entrance.
The existing vegetative roadway Swale located in-between the existing gravel parking area &
Sailfish Dr. will sere as a sediment pretreatment/stormwater collection device. The existing
sump pump/inlet structure will be required to be replaced with a duplex pumping
system/inlet structure to accommodate runoff resulting from a 10-yr storm event.
Answer: This proposal includes the removal of the existing sump pump and full
replacement with a duplex drain pump system to be installed within a permanent subsurface
structure. The pumps have been designed to handle 2.5 times the resultant peak runoff from
a 10 yr-24 hr design storm event. Details of this configuration are described on sheet 2 of 2.
• Applications, supplements, narrative @ plans shall be updated to reflect these changes.
Answer. Three copies of each are enclosed within.
Attached are (3) copies of the updated general stormwater permit application, wet detention basin
supplement, infiltration basin supplement, infiltration trench supplement, off -site supplement, signed
and notarized operation & maintenance agreement forms, system checklists, supporting calculations,
stormwater management narrative and system design plans for your review. If you require any
additional information or if we may be of assistance to you in any way, please do not hesitate to
contact our office. We thank you for your time and consideration of this matter.
Sincerely,
David NI. Rye P
VicerPresident of

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources.
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
OFF -SITE SYSTEM SUPPLEMENT
FOR DEVELOPMENT DRAINING TO PERMITTED OFF -SITE TREATMENT SYSTEMS
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
off -site system supplement for each off -site stormwater treatment system, appropriate supplement forms for any
on -site stormwater treatment systems, and plans and specifications showing all stormwater conveyances and
drainage details for the project.
I. PROJECT INFORMATION
Project Name : Pirates Cove Tournament Pavilion
Contact Person: Glenn E. Futrell Phone Number: [phone]
Is all drainage from the project directed to the off -site system? (check one): ❑ Yes ®No
THE PZoF- RUNOFF FMWA_r 5 1OukR-,A,ctE",T F�XvtuoN tg BEtN(�, AAJk0QAbFb VIA
iAiP7, crrzAnat, TREA)Gti6S low COA, uNcTloav V"/ A&) 1tuf'tI.T1zAcTiioN BASIAI
MP.N.4(�tn,l� 2t/NoFV F=rZOAA THE ex, S7AZT5MAj GmAe.SL F'.ket=tA,6 AMSA.
II. OFF -SITE SYSTEM INFORMATION (please complete the following information for the off -site system
that will treat runoff from your project):
Permit No.
Project Name: Pirates Cove
Type of System (wet pond, infiltration basin, etc.):Wet Detention Pond
Lot No. (if part of a subdivision): N/A
How much built upon area draining to the permitted treatment system has been allocated to this project?
35,557 s.f. (Includes tributary area currently draining to wet pond & impervious coverage on subject
property not accounted for within proposed on -site storage & treatment devices
III. REQUIRED ITEMS CHECKLIST
Prior to issuing an off -site permit, verification of the following information must be provided. Initial in the
space provided to indicate that the following requirements have been met and supporting documentation is
attached. If the applicant has designated an agent in the Stormwater Management Permit Application Form, the
agent may initial below. If a requirement has not been met, attach justification.
Form SW401-Off-Site System-Rev.l Page 1 of 2

Applicants Initials
N/A a. Deed restrictions limiting the built -upon area on the site have been recorded.
1J A b. Engineers certification for the existing off -site system has been submitted to DWQ.
N/A c. There are no outstanding Notices of Violation for the off -site system.
NIA d. Off -site system is in compliance with the issued permit.
IV. STORMWATER COLLECTION SYSTEM MAINTENANCE REQUIREMENTS
I. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Accumulated sediment and trash will be removed from the collection system as necessary. Swales and
ditches will be reseeded or sodded following sediment removal.
3. Eroded areas of swales and ditches will be repaired and reseeded. Swales and ditches will be revegetated as
needed based on monthly inspections.
4. The collection system, including catch basins, curb cuts, velocity reduction devices, and piping, will be
inspected monthly or after every significant runoff producing rainfall event. Trash and debris will be
cleared away from grates, curb cuts, velocity reduction devices, and piping.
5. The collection system may not be altered in any way without prior approval from NCDENR Division of
Water Quality.
1 acknowledge and agree by my signature below that I am responsible for maintaining the stormwater collection
system in accordance with the five maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Print Name and Title: Glenn E. Futrell - Agent
Address: 1 Sailfish Dr
Phone: [phone]%;z Date: r Z 3 v O
Note: The legally responsible partyshould not be a homeowners association unless snore than 50%of the lots have been sold and a
resident ofthe subdivision has been named the president.
I, tPOL-V^ t : -y V a.t- O U a Notary Public for the State ofy ; cif — LhO I,' cLCounty of 2
Ly tN-r'L, , do hereby certify that �I� E �>%t.¢_.t. personally appeared before me this) VY�
day of LL.cp jm i41-k- t-^ , ;4�9' , and acknowledge the due execution of the forgoing document including the stonnwater
collection system maintenance requiranigpts. Witness my hand and official seal,
NOTAgN, %�`
•• °US00
••• de
SEAL ? O ••.,,....••• G
Form SWU-106 Rev B.Oyg9F GO.
r,n„�nn,u,00
at �' �— t - " / \ /' I-, k " dut
Notary Public u My commission expires I 1 / % 490 07
Page 3 of 2

WnRO
Michael F. Bosley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
December 2, 2008
Roanoke Properties
Attn: Mr. Glenn Futrell
1 Sailfish Point
Manteo, NC 27954
Subject: Stormwater Review SW7080905
Tournament Pavilion
Dare County
Dear Mr. Futrell:
Coleco if. Sullins, Director
Division of Water Quality
This office received a Coastal Stormwater permit application for the subject project on September 4,
2008. A preliminary review of your project indicates that before a State Stormwater permit can be issued, the
following additional information is needed:
1. Existing drain observed near SW corner of Pavilion, where does this drain; Will it be eliminated ?
2. Does existing pond have any outlet/pipes to surface waters ? Confirm.
3. Existing drain observed near NE comer of parking lot; where does this drain, will it be eliminated ?
4. Existing gravel parking appears to serve the Pavilion & should be included in the drainage
basin/calculations. Does this area drain to an existing infiltration basin ?
5. The existing infiltration Swale/sump pump does not appear to provide adequate capacity/storage. If
this system carries all stormwater to the wet pond, then it should be designed for a minimum 10-
year storm event. If adequate space is not available; then, other stormwater measures could be
used in combination; such as porous pavement or subsurface storage units.
6. Revise application, supplements, narrative & plans as need to reflect any changes.
The above requested information must be submitted to this office prior to January 2, 2009, or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all required
items including a new application fee. If you need additional time to complete the application package, please mail
or fax your request to this office and include any reason(s) for the time delays.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina
General Statute 143-215.1 and may result in civil penalties of up to $25,000 per day.
If you have questions, please feel free to contact me at [phone], or you can send a message to:
[e-mail].
Since I , `
IIW liam J. M ��
Environmen ngineer
Washington Regional Office
cc: Bissell Professional Group
l/*ashington Regional Office
North Carolina Division of Water Quality Internet: wanv ❑cwaleruualitV urg One
943 Washington Square Mall Phone [phone] ViCarolina
Washington, NC 27889 Fax[phone] mrallbl

- vg.-- - __.. DWQUSE ONLY
Date Received
Fee Paid
Permit Number
SEN - 4 ZUUU
r'i, + " State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
v
JU This form may be photocopied for use as an original
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Roanoke Properties, Ltd
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Glenn E. Futrell - Agent
3. Mailing Address for person listed in item 2 above:
City: Manteo State: NC Zip: 27954
Phone: (252 ) 473-6800 Fax: (252 ) 473-6412
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Pirates Cove Tournament Pavilion
5. Location of Project (street address):
City:,
6. Directions to project (from nearest major intersection):
Approx. 0.16 miles from entance of Pirates Cove Development on south side of Sailfish Dr.
Entrance to Pirates Cove is located approx. 1.0 mile east of intersection of HWY 64 & BUS 64 in Manteo
7. Latitude: 36 deg. 4 min. 49 sec. N Longitude: 76 deg. 24 min. 17 sec. W of project
8. Contact person who can answer questions about the project:
Name: David M. Ryan Telephone Number: (252 ) 261-3266
Email: daveQbissellprofessionalgroup.com 107— 12113
11. PERMIT INFORMATION:
1. Specify whether project is (check one): ®New ❑Renewal ❑Modification
Form SWU-101 Version 8.07 Page 1 of

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SNIP []Other
4. Additional Project Requirements (check applicable blanks):
❑CAMA Major ❑Sedimentation/Erosion Control 0404/401 Permit ❑NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
❑I. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Provision of french drain collection network, pre-treatment vegetative swale, and (1) wet -detention pond
2. Stormwater runoff from this project drains to the Pasquotank River basin.
3. Total Site Area: 1.72 (w/ offsite) acres 4. Total Wetlands Area: 0 acres
5. 100' Wide Strip of Wetland Area: N/A acres (not applicable if no wetlands exist on site)
6. Total Project Area**: 0.74 (on -site) acres 7. Project Built Upon Area: 77.16 %
8. How many drainage areas does the project have?
9. Complete the following information for each drainage area. If there are more than two 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 2
Receiving Stream Name
Roanoke Sound
Roanoke Sound
Stream Class & Index No.
SA, 30-21
SA,30-21
Drainage Area (so
70,508
4,323
Existing Impervious* Area (so
43,674
0
Proposed Impervious*Area (so
0
0
Impervious* Area (total)
61.94%
0%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (so
12,624
0
On -site Streets (so
2,388
0
On -site Parking (so
8,834
0
On -site Sidewalks (so
624
0
Other on -site (so
309
0
Off -site (sf)
18,895
0
Total (so:
43,674
0
* fruperoious area is defined as the built upon area including, but not liwited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation.
Form SWU-101 Version 8.07 Page 2 of

10. How was the off -site impervious area listed above derived? On -site survey and field investigations
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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 State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SW401-Low Density
Low Density Supplement
Form SW401-Curb Outlet System
Curb Outlet System Supplement
Form SW401-Off-Site System
Off -Site System Supplement
Form SW401-Wet Detention Basin
Wet Detention Basin Supplement
Form SW401-Infiltration Basin
Infiltration Basin Supplement
Form SW401-Infiltration Trench
Underground Infiltration Trench Supplement
Form SW401-Bioretention Cell
Bioretention Cell Supplement
Form SW401-Level Spreader
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Form SW401-Wetland
Constructed Wetland Supplement
Form SW401-Grassed Swale
Grassed Swale Supplement
Form SW401-Sand Filter
Sand Filter Supplement
Form SWU-101 Version 8.07 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map athttp://h2o.enr.state.nc.us/su/msi maos.htm)
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 ($4,000 for Express) payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soil report (SortS Veto Laze w,6 I" A)Aj=ATid6�)
• Three copies of plans and specifications (sealed, signed & dated), including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished Floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VIL AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): 31556/• PYrt�Ss/wuRL CiPtv(�
Mailing Address: 'Pp. 130K /06 6
City: K/7"1)/ All Wle State: NC zip: C977y9
Phone: (aSa ) 0(p 3S2&(o Fax: ( ?s- ) Ztn/ - /760
Email:UAVa',A a/SSrLLA'ct�ej!✓avALGQa.O C4Y+7
VIII. APPLICANT'S CERTIFICATION
I, (print or hype name of person listed in General Information, item 2) C L AAI rC- MCt
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that -the proposed project complies with the requirements of 15A
NCAC 2H .1000.
5rqSignature: Date: Z%'
Form SWU-101 Version 8.07 Page 4 of

l3 Q r: yo7 • c,�i
• , IrF ^. n
e' o

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Inspection and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ❑X does not incorporate a vegetated filter at the outlet.
This system (check one):
© does ❑ does not incorporate pretreatment other than a forebay.
CV6(7eTx1r1Vt SwAcvu)
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should 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 inspection 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 roblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin 1&M-Rev.2

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

Permit Number:
(to be provided by D H'Q)
Drainage Area Number:
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 175 = feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads N feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
/A I
.----------------
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
t fi Min.
Sediment
Storage
Permanent Pool Elevation 2-2
Sediment Removal Elevation 55 _ Volum,
- ------------`------------ ------
Bottom Elevation ';I•
MAIN POND
141
Storage
Form SW401-Wet Detention Basin 1&M-Rev.2

Permit N
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Projectname: PtQAT�S CWY Taut X40A14AIT PAV/Uan/
BMP drainage area number: +V1 , War-
Print name:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1, r0 A,— i o`; _ la ,/ice,- 11,t--( I , a Notary Public for the State of
N)04t, _ EA r of 11 11. , County of ntu c , do hereby certify that
L-=( Li1n F. personally appeared before me this •2i 1
day of L VL— lce 3 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
r p f
My commission expires it /2/)-C) t : /
Form SW401-Wet Detention Basin 1&M-Rev.2

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❑. Stormwater Manaaement Narrative:
The Pirates Cove Tournament Pavilion is an existing development on a 0.74 acre parcel located off of
Sailfish Dr. within the Pirates Cove community in Manteo, Dare County. It has been determined that
although the Pavilion site is less than 1.0 acre it shall be considered a part of the larger surrounding
development and thus requires a stormwater management permit. The nature of the Pavilion's existing
developmental activities result in the project being permitted pursuant with Rule .1005 (2) (b), High
Density Projects located within one-half mile of and draining to SA waters with proposed built -upon
area of greater than 25%. Through several initial site surveys and field investigations to record the
existing construction conditions it has been determined that because of site limitations and minimal
separation to the water table, it is difficult to provide the typically required on -site infiltration
measures. It is the intent of this design then to propose an alternative system that will utilize a
combination of existing and proposed on -site and off -site measures to provide a total control system
that is in excess of that which is required for the 1.5 inch design storm event. An investigation into the
developments existing receiving stormwater detention pond in conjunction w/ an open R/W swale
adjacent to the site revealed that there available storage in excess of 5.0 times that which is required. It
is the intent of this application, to the maximum extent possible, is to employ multiple best
management practices to service the projects existing developmental activities.
Site soils vary across the site and can be best described as Udorthents, or dredge spoil. These soils
were placed on the site years prior to the Pavilion's development. The seasonal high water table within
these soils varies from 12" below the surface along Sailfish Dr. to 32" below the surface along the rear
of the site between the pavilion and marina.
The Pavilion site's topography is flat with slopes ranging between 0-2%. There exists a 12,624 sq.ft.
open air pavilion structure with 12,155 sq.ft of associative asphalt and gravel parking and drives, and
other impervious improvements. The developments impervious coverage percentage is 77.16%. In its
current state, runoff from the front half of the pavilion structure and portions of the asphalt and gravel
parking area drain to an existing R/W swale located along Sailfish Dr. Runoff collected within this
R/W swale is conveyed to the existing stormwater wet -detention pond located adjacent to the entrance
to Pirates Cove. Stormwater runoff from the rear half of the pavilion structure and the site sheet flow
across a 25' vegetative strip before either infiltrating into the marinas adjacent docks or flowing off
into the surface waters.
All developmental activities are to be designed to the maximum extent possible to conform with the
requirements for application and issuance of permits for stormwater management systems pursuant
with rules .1003 and .1005 in accordance with G.S. 143-215.1 and 15A NCAC 2H .0200 as set forth.
These requirements are designed to control pollutants associated with stormwater runoff applicable to
development of land for residential, commercial, industrial, or institutional uses. The developmental
activities described herein were designed to the maximum extent possible to comply with the
requirements as set forth for stormwater management within coastal counties Rule. 1005, section 2,

subparagraph b:
(i) No direct outlet channels or pipes to SA waters unless permitted in accordance with 15A
NCAC 2H .0126;
(ii) Control systems must be infiltration systems designed in accordance with Rule .1008 of this
section to control the runoff from all surfaces generated by one and one-half inches of rainfall.
Alternatives as described in Rule .1008(h) of this Section may also be approved if they do not
discharge to surface waters in response to the design storm;
(iii) Runoff in excess of the design volume must flow overland through a vegetative filter designed
in accordance with Rule .1008 of the Section with a minimum length of 50 feet measured
from mean high water of SA waters.
To determine if the developments existing stormwater management system is appropriate with regards
to its ability to service it's existing improvements, it is divided into (2) separate drainage areas.
Calculations were performed utilizing existing coverages, both on and off -site, to determine if the size
of the management measures provided within the drainage area are adequate. The following is an
overview of the drainage characteristics of each of the (2) drainage areas, outlining the collection,
conveyance, and treatment measures provided within.
Drainage Area #1
For the purposes of permitting, this 1.62 ac. watershed is divided into two sub -regions, on -site and off -
site. The following is a brief overview of each sub -region and how it's tributary runoff will be
collected and conveyed to the drainage area's BMP, the existing wet -detention pond located at the
entrance of the development.
The on -site sub -region is 0.64 acres in area and encompasses 100% of the Tournament Pavilion's total
8
impervious coverage, including the existing open air pavilion structure and all of its associative asphalt
and drives, improvements. As
I Z 6%-
gravel parking and and mist. concrete mentioned, these improvements
have already been made and there are no plans for additional development. To collect runoff from the
the pavilion's roof a system of subsurface french drains is being proposed around the western,
southern, eastern sides of the building's foundation. To ensure the roof runoff is appropriately
/
captured, provisions in the form of back filling with landscaping river rock and/or Type 1 Sand and the
construction of low diversion berms are made above the drain to promote infiltration into the system.
Surface runoff from the development's surrounding parking and drive areas will be collected via
/6¢
proposed drop inlets located at the four comers of the pavilion. These drop inlets will be tied into the
french drain conveyance network which is proposed to discharge to the existing R/W swale located in
front of the pavilion along Sailfish Dr. Additionally, portions of the gravel parking area located
between the pavilion and the swale mentioned above currently sheet flow directly into the swale and
there is no intent to change this. This R/W swale, which will be collecting all of the on -site runoff, as
well as portions of off site, is hydraulically connected to the existing wet -detention pond by the
provision of a drop inlet with a float actuated sump pump located within the Swale. The provision of
this sump forces detention for
pump within the swale thus allowing a measure of infiltration as well as
/
pollutant removal. As a result, this swale has been labeled as a "Stormwater Pre -Treatment Swale" and
(
provides an order of relief in absence of the wet -detention ponds forebay.
2�62 e-F
/
The off -site sub -region is approximately 0.98 acres in area and encompasses 0.43 acres of surrounding
off -site impervious improvements that also drain to the wet -detention pond. Runoff from this off -site
drainage area either sheet flows directly into the wet -detention pond or is captured by surrounding
Gl�.'ec X
drop inlets that are also connected to the pond.
3,4,9 SSG
(Please reference attachment B for Drainage Area Delineations)

It has been determined that the existing wet -detention pond servicing drainage area #1 is large enough
alone to manage 4.78 times the runoff associated with a 1.5" rainfall event. Additionally, with the
provision of the "Stormwater Pre -Treatment Swale" noted above, and without considering infiltration
or interstitial storage, there is a total open storage capacity available within the drainage area to
manage 5.1 times that which is required for the development.
(Please reference attachment Afar Wet Detention Pond Calculations)
Drainage Area #2
This on -site drainage watershed is 0.1 acres in area and is composed of a 25' wide vegetated strip of
land located between the pavilion building and marina docks. With the exception for a few elevated
fueling stations and some landscaping stone around a fire hydrant this drainage area has no impervious
surfaces. This area is considered a passive treatment measure and act as as a vegetative filter
strip/buffer to adjoining surface waters for runoff from both within as well as any runoff that may not
be captured in Drainage Area #1.
(Please reference attachment B for Drainage Area Delineations)
Based on the overall design of this development, stormwater runoff from existing impervious surfaces
will receive treatment, to the maximum extent possible, in the form of vegetative conveyances and wet
detention ponds. The intent of this design is to provide adequate pollutant filtration measures from
stormwater runoff resulting from the proposed high -density pocket created with this development.
Measures were designed to the maximum extent possible to treat runoff from the associated
development in accordance with best management practices. With the provision of 3.5 times the
required storage for the 1.5 inch design storm event it is expected that these measures will enhance the
pollutant removal efficiency and provide sufficient protection to the adjoining surface waters.
Stormwater runoff from all impervious surfaces will receive a form of pollutant and sediment removal
as described in best management practices. 'Be following information is in conformance with the
regulations as specified for high -density development:
1) Provision of a wet detention basin for stormwater storage and treatment of the
1.5 inch design storm event.
2) Provision of 5.1 times the required storage of the 1.5 inch design storm event.
3) Provision of pre-treatment through vegetative R/W swale.
4) Provision of infiltration through french drain conveyance system.
An easement will be provided around the stormwater management wet -detention basin for the
purpose of operation and maintenance.
A drainage easement will be provided around the perimeter of the wet detention
pond. Access is provided via Pirates Dr.
1) Accumulated sediment within the basin shall be removed semi-annually or when
depth is reduced to 3/4 of the original design depth.
(See individual wet detention basin supplement for proper levels and maintenance)
2) All vegetative conveyances shall be maintained to ensure proper functionality.
3) All French drain conveyances shall be maintained to ensure proper functionality.
4) Provision of back up sump pump w/ generator for possible failure of existing
pump or power outage.

,Pirates Cove Tournament Pavilion Drainage Area #1
Wet -Detention Pond Calculations
Stormwater Management Calculations
Design Stonn Event 1.5 in. rainfall event
Stormwater Management 15A NCAC 2H.1005 3(b)
Soils Report Data
Soil Type* Udorthents (Dredge Spoil)
Infiltration Rate* (IR) 6.0 inlhr.
Seasonal High Water TableElev.** 2.20 ft. foul
*Taken front the Soil Survey Manual, U.S. Dept. of Agriculture
**Data taken from On -Site Survey Data Collection Around Existing Pond
Drainage Basin Area Data
On -site Drainage Area 27777 sq.ft. 0.64 ac.
Off -Site Drainage Area 42731 sq.ft. 0.98 ac.
Total Drainage Area 70508 sq.ft. 1.62 ac.
' Sutiared
,.... Deserrptron
Area
tr! /.
Factor
..'_' m.:
'ArU.lmpervious
Area trr /
Ary.Impervious
Area (AC.)_..
Pavilion
12,624
1.00
12,624
0.29
On -site Asphalt Parking &Drives
2,388
1.00
Z388
0.05
On -Site Concrete
624
7.00
624
0.01
On -Site Gravel Parking & Drives
8,834
1.00
8,834
0.20
On -Site Landscaping Stone
309
1.00
309
0.01
Off -Site Impervious
18,895
1.00
18,895
0.43
Total Green Open Space
I 26,834
0.00
0
0.00
9/3/2008
i orat arrange Area Ur 1 lu'bus.0
1.62
Calculated Impervious Coverage
43,674
1.00
Percent latpervious(I)
61.94
%
Rv = .05+ .009(l)
0.61
Required Pond Volume (ft3) (PV)= (l.5"1l2")xR,xDA n
5,376
ft'
Pond Depth (AVG.)
5.00
SAIDA (Use SAIDA Table for 90% TS.S Removal, 5.0' depth)
4.44%
fond Area Required (SA) = DA x SAIDA
3,131
ft�
Pond Data
Surface Area Provided @ Permanent Pool Elevation (SA PP)
9,394
ft `
Surface Area Provided>Surface Area Req'd
YES
Existing Ground Elevation (approx.)
5.00
ft. nul +/-
Pennanent Poo! Elevation (approx.)
2.20
ft. ntsl
Depth of Temporary Pool Storage (PV/Sa M)
0.57
ft.
Design Temp. Pool Elevation (TPet,.)
2.77
fi. nu!
`
t1 ! 1111/1I///
Design Temporary Pool Surface Area (SAP)
9,394
ft
\\SS11
\
Design Storage Volume Provided (SV)
5,376
ft'
�y
A7 �a
Proposed Basin Overflow Elevation (O,n,.,�)
4.50
ft. nut
z
_ •
Proposed Surface Area @ Oveerflow Elevation (SAo)
17,630
ft
r�
Storage Vohune Provided (TSV)
25,724
ft'-
_
Ratio of Volume Provided to Required
4.78
Additional Storage Data (Swale located in front of Pavilion Site)
/ • • • \
Existing Ground Elevation (approx.)
4.5
h.
Surface Area at Existing Ground Elevation
2,122
ft.r
Bottom Elevation
3.3
A
Surface Area at Bottom Elevation
444
ft
Storage Provided
1,540
ft'
Total Storage Volume Provided
27,263.60
ft'
Total Storage Volume Provided>Storage Voltane Req'd
YTS
Ratio of Total Volume Provided to Required
5.1

Permit No.
(to be provided by DWO)
®�� 02Of W A TF9Q
>�g
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 111) must be printed, filled out and submitted along with all of the required information.
I.'PROJECT INFORMATION
Project name Pirates Cove Tournament Pavilion
Contact person Glenn Futrell
Phone number [phone]
Date 91312008
Drainage area number #1
II: DESIGNJNFORMATION
Site Characteristics
Drainage area
Impervious area
% impervious
Design rainfall depth
Storage Volume: Non -SR Waters
Minimum volume required
Volume provided
Storage Volume: SR Waters
1-yr, 24-hr runoff depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is pre/post control of the 1-yr 24-hr peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Basin Elevations
Basin bottom elevation
Sediment cleanout elevation
Bottom of shelf elevation
Permanent pool elevation
Top of shelf elevation
Temporary pool elevation
Volume and Surface Area Calculations
SAIDA ratio
Surface area at the bottom of shelf
Volume at the bottom of shelf
Permanent pool, surface area required
Permanent pool, surface area provided
Permanent pool volume
Average depth for SAIDA tables
Surface area at the top of shelf
Volume at the top of shelf
70,508 ftz
43,674 ' fit'
61,9419073 %
1.5 in
5,376 ft3
25,724 ft3
A/A in
ft3
ft3
ft3
ft3
'(/ (Y or N)
in
(unitless)
(unitless)
in/hr
ft'/sec
ft3/sec
ft3lsec
-2.80 1t AYG.
1.55 ft
3.50 ft
2.20 ft
4.50 ft
2.77 ft
4.44 ,(unitless)
9394.00 ftz
12212.00 ft3
3,131 ftz
9,394 ft OK
28,182 ft3
5 it OK C$ Velpa, /" p s4Vra APQmoxt.-tATeb
25724 ftz �r-,rk)
5724 ft3
Form SW401-Wet Detention Basin-Rev.3 Parts I. a 11. Design Summary, Page t of 2

Permit No.
(to be provided by DWO)
Forebay volume
td ft' We r4*&5 A2ii i% 3:FW^ 6 )
Forebay % of permanent pool volume
%
Temporary pool, surface area provided
9,394
ft'
Drawdown Calculations
Treatment volume drawdown time
Wo t.Ir!
days
'
p�/>�T?faC
Treatment volume discharge rate
ppr�jy
ft'/s
Pre -development 1-yr, 24-hr discharge
—
ft,/s
Post -development 1-yr, 24-hr discharge
ft'/s
Additional Information
`
Diameter of orifice
—
in /D "t7wVK d 1
Design TSS removal
90
%
Basin side slopes
Bulkhead
:1
OK
Vegetated shelf slope
13
:1
OK
Vegetated shelf width
13
ft
OK
Length of flowpath to width ratio
3.57
:1
OK
Length to width ratio
3.57
:1
OK
Trash rack for overflow & orifice?
^/
(Y or N)
Freeboard provided
1.7
it
OK
Vegetated filter provided?
n
-(Y or N)
Design must be based on 90% TSS removal
Recorded drainage easement provided?
y
(Y or N)
OK
Capures all runoff at ultimate build -out?
y
(Y or N)
OK
Drain mechanism for maintenance or emergencies
Pump
Form SW401-Wet Detention Basin-Rev.3 Parts I. & II. Design Summary, Page 2 of 2

j
S'?, (tt:`a •L�5%? Y�C7t�:�' •b`tti.'•iC`Sr 3
1

Permit
(to be provided by DWO)
III':,REQUIREDITEMS,CHECKL15Tt�f, Xi ` r!'t
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
InMal
Sheet No.
1'F of
" t —
1. Plans 0" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable), .!
- Delineated drainage basins (' ),
- Basin dimensions, ✓ POW 62
- Pretreatment system, -�a R �7
- High flow bypass system, ✓��/ 8 >'"�� C�
- Maintenance access, .
- Recorded drainage easement and public right of way (ROW),
7. --
- Overflow device, and N�� A 8 fcs fk0.
oF,=
i *I
- Boundaries of drainage easement. .
a
2. Partial plan It" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar, /V/-+ (S! er TMES ?g )
- Maintenance access, /ef 3
-Permanent pool dimensions, . — Petra
- Forebay and main pond With hardened emergency spillway, '%^ (Y.8 7A-W4S cQcC, >
a
- Basin cross-section, %.- = e: a
- Vegetation specification for planting shelf, and
Filler strip. AI -A— (lf,S y�,ff_C tirr,1
1(
3. Section view of the dry detention basin It" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Intel and outlet structures. v/^ (y 8 nolle-1 rep)
NA
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
:tVL a of A 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
/ AVV**Vrl to verify volume provided.
9tt _BbsYa01"f 6. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
A
7. A construction sequence that shows how the wet detention basin will be protected from sediment until the
�q�shts�n . entire drainage area is stabilized.
.� 'I �/ 0kU94A**L1 8. The supporting calculations.
A7*11CAN"o 9. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
A/ 1* 10. A copy of the deed restriction.
Form SW401-Wet Detention Basin-Rev.1 Part III. Required Items Checklist, Page 1 of 1

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rAe CoagtalEV0e 6
September 03, 2008
M CEVW ED
Mr. Alton Hodge
NCDENR, Water Quality Section
SEN Mi
943 W
Washington Sq. Mall
Washington, NC 27889
p}�a
DWQ—�p�� AR0
Dear Mr. Hodge,
SUBJECT: PIRATES COVE TOURNAMENT PAVILION
On behalf of Glen Futrell, Bissell Professional Group requests review of the proposed stormwater
management plan in support of the Pirate's Cove Tournament Pavilion site. The submission of this
package is an attempt to, the maximum extent feasible, address the existing Tournament Pavilion site
developmental activities of a 0.74 acre parcel located off of Sailfish Dr. within the Pirates Cove
community in Manteo, Dare County. The development of this site excluded an approved stormwater
management permit as required in accordance with NCDENR 15A NCAC 2H.1000.
The existing site development consists of a 12,600 s.f open air pavilion structure in conjunction with
a gravel parking and drive area. It is our understanding, through discussions with yourself and the
developer Mr. Glenn Futrell, the Pavilion site shall be considered a part of the larger common
development and thus requires a stormwater management permit. The nature of the Pavilion's
existing developmental activities result in the project requiring a permit pursuant with Rule .1005 (2)
(b), High Density Projects located within one-half mile of and draining to SA waters with proposed
built -upon area of greater than 25%.
As part of the initial investigation process, several site visits were conducted to record the
construction conditions in association with reviewing the potential for on -site stormwater
management measures in an effort to meet state regulatory compliance. Several soil borings were
advanced in several locations throughout the subject property to determine the feasibility of
infiltration measures. This testing documented a maximum separation from the existing ground
surface to the seasonal high water table at approximately 12", thus being insufficient to meet the
minimum 24" vertical separation requirement for infiltration measures.
A review of the existing collection and conveyance measures was conducted to determine whether
they could be incorporated into the stormwater management design. Runoff from the on -site
impervious coverage was determined to sheet flow across the existing parking area, into an existing
roadside swale. Located within the swale is an existing drop inlet with mechanical sump pump. The
pump conveys runoff, via a 2.5" diameter pipe to the existing aesthetic "Marlin Pond" located at the
main entrance to the Pirate's Cove development. This pond is approximately 5'-10' in depth and
encompassed by a peripheral composite bulkhead wall. A variable width vegetative shelf exists
around the pond perimeter, approximately 12" above the identified permanent pool elevation.
An additional study was performed on the tributary drainage area to this pond. It was determined
that portions of the existing development access drives were being conveyed by either sheet flow or
the previously described mechanical pumping device. Also documented were portions of runoff
from the adjoining "Ship Store" development, in which it is understood, that this was covered under
a separate permit and thus excluded from the tributary calculations.
P.O. Box 1068 ■ 3512 N. Croatan Hwy. ■ Kitty Hawk, NC 27949
252-261-3266■ Fax:[phone] E-mail: [e-mail]

— 2 — September 3, 2008
Pursuant to NCDENR 15A NCAC 2H.1005, for development activities located within V2 mile of
and draining to SA waters or unnamed tributaries to SA waters, with permit control systems as
being only infiltration -type, unless alternatives as described in Rule .1008 may be approved if they do
not discharge to surface waters in response to the design storm. With the fact that this application is
encumbered by the subject property and surrounding areas being developed, lack of adequate
separation to the seasonal high water level and its proximity to SA waters, the approach is to utilize
portions of the existing drainage infrastructure improvements to accommodate stormwater
management for this facility. In order to achieve this, documentation has been provided that
demonstrates that the existing control system can accommodate well in excess of the minimum
required 1.5" rainfall event without any allowance for discharge to the adjoining surface waters. This
approach has been reviewed and approved on other applications previously submitted by this office.
The following briefly describes how this application demonstrates, utilizing Rule .1008 (h)
Alternative Design Criteria for Design of Stormwater Management Measures, that provichng an
equal or better stormwater control, protecting waters of the state and result in no increased potential
for nuisance conditions;
1. The provision of collection and conveyance mechanisms to account for all runoff
generated from the existing impervious surfaces associated with the developmental activities
located on the subject property.
2. Accounting for off -site runoff that is tributary to the existing Marlin Pond to substantiate
the proposed design.
3. Mimic the existing drainage system operation, in which it is understood has been
functioning without any documented problems for a period of 24 months.
4. The provision of an approximate stormwater management volume storage amount of 5.1
times the minimum required 1.5" rainfall event. This equates to a total of 7.65" of rainfall
runoff being accommodated with this application or a 25-yr -24 hr. design storm event.
5. Eliminating or significantly reducing the potential for overflow into the adjoining surface
waters.
6. The provision of a back-up sump pump to be stored on -site in case of an operational
failure of the existing pump mechanism.
Since the existing developmental activities are currently constructed, the intent is to proceed with the
permit review under the current stormwater management rules.

-3— September 3, 2008
Attached are (3) copies of the general stormwater permit application, wet detention basin
supplement, off -site supplement, signed and notarized operation & maintenance agreement form,
system checklist, supporting calculations, stormwater management narrative and system design plans
for your review. Additionally, the $505 permit application fee is being submitted to complete the
application package. If you require any additional information or if we may be of assistance to you
in any way, please do not hesitate to contact our office. We thank you for your time and
consideration of this matter.
Sincerely,
e-
Bissell Profession
David M. Ryan, P
Vice President of

ROANOKE PROPERTIES
August 29, 2008
Environment & Natural Resources
Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Subject: Stormwater Permit Application
Sailfish Point Villas and Pavilion Building
Pirate's Cove
Manteo, NC
Gentlemen:
In 2006, plans were approved by the Town of Manteo for construction of three, 9
unit condo buildings and a pavilion (open shelter) on the Marina at Pirate's Cove. Two
of the condo buildings and the pavilion were built in 2006. Stormwater designs were
done for the condo buildings by J. Davis Architects and for the pavilion by the Bissell
Professional Group. These stormwater designs were installed at the time of construction
of these buildings in 2006. However, these designs were inadvertently not submitted to
DWQ as required to obtain a stormwater permit. This absence of a permit was
discovered recently while investigating some issues with another stormwater permit
within Pirate's Cove. We sincerely apologize for the oversight and the breakdown in
communication between the owner and designers in this instance.
We wish to emphasize that these designed stormwater measures were
implemented at the time of construction and therefore, no stormwater pollution has
occurred. The design for the condo buildings included underground storm chambers that
contains 100% of the roof top stormwater and are working very effectively.
By copy of this letter and the attached permit applications, we are submitting
these designs for your review. As stated above, the design for the system for the condos
is by J. Davis Architects (Ken Thompson- 919-835-1500) and for the pavilion by Bissell
Professional Group (David Ryan- 252-261-3266). The situation with these buildings was
discussed with Mr. Al Hodge on August 21, 2008.
We appreciate your review of these applications and, again, apologize for the
delay in submitting this stormwater permit application.
Very truly yours,
G enn E. Futrell
1 Sailfish Drive • Manteo, North Carolina 27954 9 [phone]