SW7050701_HISTORICAL FILE_20210331

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
RPHISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE�J
YYYYMMDD

ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
March 31, 2021
Island Land Centre Condominium Association, Inc.
Attention: James G. Geraghty, Registered Agent
P.O. Box 1600
Kitty Hawk, NC 27949
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7050701
Island Land Centre
Dare County
Dear Mr. Geraghty:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7050701 for a stormwater treatment system consisting of three
infiltration basins serving Island Land Centre located at 3210 N Croatan Hwy, Kill Devil
Hills, NC expires on July 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. Failure to maintain a permit subjects the owner to assessment of
civil penalties.
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()ncdenr.gov.
Sincerely,
W";e - to
Roger K. Thorpe
Environmental Engineer
®E ��� North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington. North Carolina 27889
�onmcuro u
�°�m F^•'^^^'•'^"^m� /°� 252,946.6481

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
February 11, 2021
Island Land Centre Condominium Association, Inc.
Attention: Steve Gruninger
P.O. Box 2047
Washington, NC 27889
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7050701
Island Land Centre
Dare County
Dear Mr. Gruninger:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7050701 for a stormwater treatment system consisting of three
infiltration basins serving Island Land Centre located at 3210 N Croatan Hwy, Kill Devil
Hills, NC expires on July 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. Failure to maintain a permit subjects the owner to assessment of
civil penalties.
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.thorpepncdenr.gov,
Sincerely,
Roge��i(. Thorpe X17�
Environmental Engineer
C North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Washington Regional Office 043 Washington Square Mall I Washington, North Carolina 27889
252936.6481

MC®ENR
North Carolina Department of Environment and
Division of Water Quality
Pat McCrory Thomas A. Reeder
Governor .. Acting Director
July 31, 2013
Mr. Steve Gruninger
Island Land Centre Condominium Association, Inc.
PO Box 2047
Washington, NC 27989
Natural Resources
John E. Skvarla, III
Secretary
Subject: Stormwater Permit No. SW7050701 Modification & Ownership Change
Island Land Centre
High Density Project
Dare County
Dear Mr. Gruninger:
The Washington Regional Office received a complete Stormwater Management Permit Application for
ownership change and modification of permit SW7050701 for Island Land Centre on June 26, 2013.
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 21-1.1000. We are forwarding Permit No.
SW7050701 dated July 31, 2013, for the construction and operation of the subject project.
This permit shall be effective from the date of issuance until July 31, 2021, 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 adludicatory 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 150E 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.
If you have any questions, or need additional information concerning this matter, please contact
Roger Thorpe at [phone].
Sincerely,
Thomas A.
cc: 13'ssell Professional Group
ames G. Geraghty
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Phone: [phone] FAX: [phone]
Internet: www.ncwatergualitv.om
Reeder
No rthCirnlinn

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY3
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
Island Land Centre Condominium Association, Inc.
Island Land Centre
Dare County
FOR THE
construction, operation and maintenance of three infiltration basins 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.
This permit replaces all previous issued stormwater permits for this project and shall be effective from
the date of issuance until July 31, 2021, 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.
This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.6 of this permit. The stormwater control has been designed to handle the
runoff from 55,755 square feet of impervious area.
The tract will be limited to the amount of built -upon area indicated in Part I. 6. of this permit,
and per approved plans.
4. All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the pro1'ect will be recorded showing all such
required easements, in accordance with the approved plans.
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 in the infiltration basin and must be
maintained
at design condition:
a.
Site Area, acres:
2.05
Basin 1A
Basin 1B
Basin 2
b.
Drainage Area to Basins, acres:
0.68
0.54
C.
Total Impervious Surfaces, ftz:
23,020
16,033
15,904
d.
Design Storm, inches:
1
1
1
e.
Basins Depth, feet:
1.00
1.00
1.25
f.
Bottom Elevation, FMSL:
10.0
10.0
10.0
g.
Bottom Surface Area, ftz:
2,430
2,084
1,286
h.
Bypass Overflow Elevation, FMSL:
11.0
11.0
11.25
i.
Permitted Storage Volume, ft3:
3,210 .
3,090
2,574
j.
Type of Soil:
Newhan
fine sand
k.
Expected Infiltration Rate, in/hr:
10
10
10
I.
Seasonal High Water Table, FMSL:
7.5
7.5
7.5
M.
Time to Draw Down, hours:
1.60
1.79
2.41
n.
Receiving Stream/River Basin:
Kitty Hawk Bay / Pasquotank
o.
Stream Index Number:
30-18
P. Classification of Water Body: "SC"
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.
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. Mowin.9 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.
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
for a minimum of ten years from the date of the completion of construction.
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.
Ill. 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.

3. 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.
4. 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
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.
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 July 31, 2021.
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 31 st day of July, 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Wit r Quality
By Authority o the Environmental Management Commission

Island Land Center
Stormwater Permit No. SW7050701
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.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date

6.
The following design criteria have been provided in the infiltration basin and must be
maintained at design condition:
a.
Site Area, acres:
2.05
Basin 1A
Basin 1B
Basin 2
b.
Drainage Area to Basins, acres:
0.68
0.54
0.50
C.
Total Impervious Surfaces, ftZ:
23,020
16,033
15,904
d.
Design Storm, inches:
1
1
1
e.
Basins Depth, feet:
1.00
1.00
1.25
f.
Bottom Elevation, FMSL:
10.0
10.0
10.0
g.
Bottom Surface Area, ftZ:
2,430
2,084
1,286
h.
Bypass Overflow Elevation, FMSL:
11.0
11.0
11.25
i.
Permitted Storage Volume, ft3:
3,210
3,090
2,574
j.
Type of Soil:
Newhan fine sand
k.
Expected Infiltration Rate, in/hr:
10
10
10
1.
Seasonal High Water Table, FMSL:
7.5
7.5
7.5
M.
Time to Draw Down, hours:
1.60
1.79
2.41
n.
Receiving Stream/River Basin:
Kitty Hawk Bay / Pasquotank
o.
Stream Index Number:
30-18
p.
Classification of Water Body:
"SC"
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.
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. Mowin.9 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.

.1
IP,ROF, ESSI O N /i%G RC10 P]
June 24, 2013
Mr. Roger Thorpe
NCDENR Division of Watcr Quality
943 Washington Square Mall
Washington, NC 27889
SUBJECT: Island Land Centre - Permit No. SAX 7050701
Dear Mr. Thorpe,
RECEIVED
JUN 2 6 P013
DWQ-WAR®
On the behalf of Island Land Centre Condominium Association, Inc. please find the enclosed
information as it relates to a request for a Change in Ownership and a Permit Modification for the
High Density Stormwater Permit S\\ 7050701, issued in 2005 for the Island Land Centre commercial
development located in Kill Devil Hills, Dare County, NC. Following our previous correspondence
regarding this project, the information below is provided to support these requests.
Change of Ownership
The current permit holder, Sea Grass, LLC, was administratively dissolved and its former members
are no longer involved in the project. The development's condominium association has subsequently
been acting to manage & maintain the project and thus its stands to reason that the stormwater
permit be transferred to this entity as being requested. Two copies of the following documents are
enclosed to support the request for a Change of Ownership:
• Permit Ownership Change Form executed by former managing member and new agent.
• Secretary of State Document demonstrating that Sea Grass LLC is dissolved.
Island Land Centre Condo. Assoc., Inc. Signing Authority Document — Steve Gruninger
Recorded Declaration transferring ownership of Common Areas (location of stormwater
improvements) to the Condominium Association.
Designer's Certification and As -Built of existing portion of the development.
Permit Modification
A developer interested in finalizing the project would like to make improvements (Building #4) that
would result in a total coverage that exceeds the current permit limit by approximately 2,613 s.f, or
5%. In an effort to accommodate these improvements, existing site conditions were studied and
several maintenance and expansion activities are being proposed to the project's existing infiltration
basins. Please reference the enclosed Amended Stormwater Narrative and referenced attachments for
further details regarding the proposed modifications and corrective actions. Two copies of the
follow documents are enclosed to support the request for a Permit Modification:
• Permit Modification Application executed by Island Land Centre Condo. Assoc., Inc.
• Revised Infiltration Basin Supplements
• Infiltration Basin O & M agreements executed by Island Land Centre Condo. Assoc., Inc.
• permit Modification Application Fee of $505.00 (Provided by others)
• Amended Stormwater Narrative with Appendices, including original soils report, etc.
• USGS Map of site location
• Revised Stormwater Calculations
• Revised Stormwater Management Plans and Details
• Recorded Declaration of Ownership (Please reference Cbange of Ownership doewments lu-ted above)
• Signing Authority Document (Please reference Change of Ownenbip documents listed above)
• Designer's Certification and As -Built (Please reference Change of Ownership domments listed above)
P.O. Box 1068.3512 N. Croatan Hwy. • Kitty Hawk, NC 27949
_ 252-261-3266 • Fax: [phone] • E-mail:[e-mail] _

We respectfully ask for your review of the above information and enclosures and trust that you will
find it sufficient to support the requested Change of Ownership and Permit Modification. Should
you have any questions or need am, additional information please do not hesitate to contact me.
Thank you for your time and consideration in this matter.
Sincerely
Bissell Professional Group
David Al. Mebitz
Project Manager
c.c. Steve Gruninger
[Encl.]

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Drainage Basin #IA Island Land Company Infiltration Basin #lA Calculations 6/13/2013
Stormwater Management Calculations
Design Storm Event 1.0 in. rainfall event
StomtwaterManagement 15A NCAC 2H.1005 3(b)
Soils Report Data
Soil Type* Newhan Fine Sands
Infiltration Rate* (IR) 10 inlhr.
Seasonal High Water Table Elev. ** 7.5 ft. msl
*Taken from the Soil Survey Manual, U.S. Dept. of Agriculture
**Data taken front On -Sire Survey Data Collection
Drainage Basin Area Data IA
Total Drainage Area
On -site Drainage Area 29,490 s.f. or
Off -.Site Drainage Area 0 s.f. or
Total Drainage Area 29,490 s.f. or
JUN 2 6 2013
��'LI�'�� Ft ! +•i lR«d
0.68 ac.
0 ac.
0.68 ac.
M .::. : : •... . Subarea..
Description
Area
(FT°) ,
Factor
, :®
- Atg /mperWow
Arm (FT,)
'.A4.Impaplan ,,.
Arm Ae.., s
Ex Asphalt & Cone. Parking/Walks
18,738
1.00
18,738
0.43
Portions of Ex. Buildings #1-#3
2,312
1.00
2,312
0.05
Ex. Building #5
1,750
1.00
1,750
0.04
Prop. Cone. Walk
220
1.00
220
0.01
Calculated Impervious Coverage
Percent Impervious(l)
Rv = .05+ .009(I)
Required Pond Volume (ft3) (PV)= (I"712")xR,.xDA t
Basin #]A top surface area
bottom surface area
proposed storage depth
storage volume
Total Storage Volume Provided (SV)
Proposed Ground Elevation
Proposed Average Basin Bottom Elevation (TP,tr, )
Proposed Design Storage Elevation (S rtr )
Storage Volume Provided>.Storage Volume Req'd
Ratio of storage volume provided to storage volume required
Drawdown Calculations, Qdrawdown = (SV/SAbottom)/IR
Total Storage Volume Provided .
Proposed Basin Bottom Surface Area (SAbo,,m)
Soil Infiltration Rate 0.00 in/hr
Drawdown Period
Drawdown Period
Drawdown Period is < 5 days
O.K.
23,020
78.06
0.75
1,849
3,990
2,430
1.00
3,210
3,210
11.00
10.00
10.58
O.K.
1.74
ft 3
s.f
s. f.
ft.
cu.ft.
cu.ft.
ft. msl
ft. msl
ft. msl
3,210 ft'
2,430 ft2
0.83 ft3/hr/ftt
1.59 hrs
0.07 days
0.53

Drainage Basin #113 Island Land Company -Infiltration Basin NIB Calculations
Stormwater Management Calculations
Design Stonn Event 1.0 in. rainfall event
Stommater Management 15A NCAC 2H.1005 3(b)
Soils Report Data
Soil Tvpe* Newhan Fine Sands
Infiltration Rate* (IR) 10 inlhr.
Seasonal High Water Table Elev.** 7.5 ft. ntsl
*Taken front the Soil Survey Manual, U.S. Dept. ofAgrteulnve
**Data taken from On -Site Survey Data Collection
Drainage Basin Area Data
1 b
On -site Drainage Area
23500 s.f. 0.54 ac.
Off -Site Drainage Area
0 ac. 0 ac.
Total Drainage Area
23500 s.f. 0.54 ac.
6/13/2013
Sabawa
! -
Aiwa
0T.)
Fauar. ,,
1 ._. ® _
Ad/.Imparlwa .
- 'lirA.'{ fFT��- ..,
Ar(r.7mpavtwu
_.. .'Arciz (AC)
Ex. Asphalt & Cone. Parking/Walks
13,335
1.00
13,335
0.31
Portions o Ex. Buildings #I - #3
2,698
1.00
2,698
0.06
Calculated Impervious Coverage
16,033
Percent Impervious(I)
68.23
%
Rv = .05+ .009(1)
0.66
Required Pond Volume (f13) = (1 "l12")xR ,xDA t
1,300
eu.ft.
Basin top surface area
4,095
s.f
Basin bottom surface area
2,084
S.f.
Basin total storage volume
3,090
cu.ft.
Proposed Basin Average Storage Depth
1.0
ft.
Total Storage Volume Provided (SV)
3,090
cu.ft.
Proposed Ground Elevation
11.00
ft. ms]
Proposed Average Basin Bottom Elevation (TP rI v)
10.00
ft. msl *
Proposed Storage Elevation (Sete,)
10.42
ft. msl*
Storage Volume Provided>Storage Volume Req'd
O.K.
Ratio of storage volume provided to storage volume required
2.38
Drawdown Calculations, Qdrawdown = (SV/SAbottom)/IR
Total Storage Volume Provided
3,090 ft3
Proposed Basin Bottom Surface Area (SAbo,om
2,084 ft2
Soil Infiltration Rate 10.00 in/hr
0.83 ft3/hr/ftz
Drawdown Period
1.79 hrs
Drawdown Period
0.07 days
Drawdown Period is < 5 days
O.K.
0.37
*Note; Elevations vary over the length of these basins, the elevations denoted refer to the ntinimian established elevations

Drainage Basin #2 Island Land Company Infiltration Basin #2
Stormwater Management Calculations
Design Storm Event 1.0 in. rainfall event
Stormwater Management 15A NCAC 2H.1005 3(b)
Soils Report Data
Soil Type* Newhon Fine Sands
Infiltration Rate* (IR) 10 inlhr.
Seasonal High Water Table Elev. ** 7.5 ft. nul
*Taken front the Soil Survey Manual, U.S. Dept. of Agriculture
**Data taken from On -Site Survey Data Collection
Drainage Basin Area Data �3
On -sire Drainage Area 21650 s.f 0.50 ac.
Off -Site Drainage Area 0 ac. 0 ac.
Total Drainage Area 21650 s.f. 0.50 ac.
6/13/2013
•Submw
Area.
�(Fl`�)
.^ Forfar
-.. ®
A4- lmp6vJaur .
' Area (F►'P).- �
•A4aeppervioax: .
� Arm. Ac.
Ex. Asphalt & Conc. Parking/Walks
9,939
1.00
9,939
0.23
Ponion of Ex. Building #3
378
1.00
378
0.01
Proposed Building #4
3,434
1.00
3,434
0.08
Proposed Conc. Walk & Pad
2,153
1.00
2,153
0.05
uatcutarea impervious coverage
Percent Impervious(l)
Rv=.05+.009(I)
Required Pond Volume (f13) = (1 "l12")xR xDA t
Basin top surface area
Basin bottom surface area
Basin total storage volume
Proposed Basin Average Storage Depth
Total Storage Volume Provided (SV)
Proposed Ground Elevation
Proposed Average Basin Bottom Elevation (TP de, )
Proposed Storage Elevation (Sete" )
SlorageVolume Provided>Storage Volume Req'd
Ratio of storage volume provided to storage volume required
Drawdown Calculations, Qdrawdown = (SV/SAbottom)/IR
Total Storage Volume Provided
Proposed Basin Bottom Surface Area (SA tbavm )
Soil Infiltration Rate 10.00 in/hr
Drawdown Period
Drawdown Period
Drawdown Period is < 5 days
O.K.
15,904
73.46
%
0.71
1,283
cu.ft.
2,833
s.f
1,286
s.f.
2,574
cu.ft.
1.25
ft.
2,574
cu.ft.
11.25
ft. ms1
10.00
ft. msl
10.62
ft. msl
O.K.
2.01
2,574 ft3
1,286 ft2
0.83 ft3/hr/ft2
2.41 hrs
0.10 days
0.37

North Carolina Secretary of State
Page] of 2
Account Login Register
North Carolina
Elaine F. Marshal! DEPARTMENTOF THE
Secretary SECRETARYOFSTATE
PO Box 29622 Raleigh, NC 2762"622 [phone]
Date: 6/18/2013
Click here to:
View Document Filings I File an Annual Report I
RECEIVED
J U N 2 6 2013
JPrint a Pre -populated Annual Report Fillable PDF Form I Amended A Previous Annual RepobW ^ —HH Ro
Corporation Names
Name Name Type
NC SEAGRASS LLC LEGAL
Limited Liability Company Information
SOSID:
0770405
Status:
Admin. Dissolved
Effective Date:
3/4/2005
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
12/31 /2099
Registered Agent
Agent Name:
GERAGHTY,JAMES
Office Address:
3210 N. CROATON HWY, BLDG. 1, UNIT A
KILL DEVIL HILLS NC 27948
Mailing Address:
PO BOX 1600
KITTY HAWK NC 27949
Principal Office
Office Address:
3210 N. CROATON HWY, BLDG. 1, UNIT A
KILL DEVIL HILLS NC 27948
Mailing Address:
PO BOX 1600
KITTY HAWK NC 27949
Officers
Title:
MANAGER MEMBER
Name:
JAMES GERAGHTY
Business Address:
4326 SHADY LANE
KITTY HAWK NC 27949
Title: MEMBER
Name: BRYAN SULLIVAN
Business Address: 6078 MARTIN'S POINT
KITTY HAWK NC 27949
Title: MEMBER
Name: LORIMER J. WHITE
Business Address: PO BOX 2492
KILL DEVIL HILLS NC 27948
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitem]d=7705873 6/18/2013

Island Land Centre Condominium Association, Inc.
We, the undersigned owners of Units in the Island Land Centre Condominium (the
"Condominium"), do hereby appoint Steve Gruninger, representative of First South Bank, who is
an owner within.the Condominium, as the Acting Manager of the Island Land Centre
Condominium Association, Inc. (the "Association") until such time as the next regular meeting
of the Association.
Effective this the 20th day of June, 2013.
(SIGNATURE PAGES TO FOLLOW)
RECEIVE®
JUN262013

FIRST SOUTH BANK,
a North Carolina chartered commercial bank
Date: t /, ;2v -1 J

iBy: 4o it Al
Date: W la 13

WEDG Realty, LLC
IIy:
Date: "t/ 3

FIIW Book: 17" Pepa: 478 DPO hd: 0210882
04/20/2007 06:06M Receipt 11: 104M
000 Cod*: DELL
BRRBRRR n GRRY. REohsTER of DEm6 oRRE co. NC
R"ECEIVE®
JUN 2 6 2013
III�IIIHllllq�llqpill Mlgl�ill�i�l "�2�; �PDWQ-W'�R®
prepared by Sharp, Michael Outten tt OrahBm, Attomeys at Law O
and return to: K tty Hawk, North Carollne 27M
ISLAND LAND CENTRE COMMERCIAL CO S
DEC LARATTO
THIS DECLARATION, made this 20th day
Carolina limited liability company ("Developer"), I
Act, Chapter 47C, North Carolina General Statutes.
WHEREAS, Developer is the
Town of Kill Devil Hills, County of I
Exhibit A, together with all b
thereon, and all rights, privileges,
pertaining to said real estate; and
WHEREAS,
condominium.
NOW, THgt
WITN�SETH:
, 2007�eagrass, LLC, a North
to the o Carolina Condominium
}of certain real estate situated in the
brth Carolina, legally described on
now or hereafter constructed or located
minces belonging to or in any way
all of said property to the Act and create a
as owner of said property, hereby declares as follows:
ARTICLE 1
Definitions
ores• wherein, the following words and terns shall have the following
meanings:
t. S a North Carolina Condominium Act, Chapter 47C, North Carolina General
2. iati . The Island Land Centre Condominium Association, Inc., a nonprofit
co on organized under Chapter 55A, North Carolina General Statutes. (Provided that until

11119111111111111111 � 2W, 65:MP
such time as the incorporated association shall have an organizational meeting, the
unincorporated association of all unit owners will act as the initial entity for such purposes with
all authority required or granted by the Act.
3. Board. The Board of Directors of the Association.
4. Bylaws. The Bylaws of the Association which are hereby into o v \ and
made a part hereof by this reference.
5. Common Elements. All portions of the Condominiums e�pt the
Common Elements are Common Elements. ��
6. Common Expenses. Expenditures made or liabiliti 'nc �by ai�q behalf of
the Association, together with any allocations to reserves. �!
7. Condominium. The condominium
8. Declarant. Developer and (i) any oth rsons wh ve executed this
Declaration, or who hereafter execute an amendment ' Dec on, except Security Holders
and except persons whose interests in the Property will n eyed to Unit Owners, and (ii)
any person who succeeds to any Special DaElBrant Rights pursuant to Section 47C-3-104 of the
Act. ��
9. Declarant Control Period.
in Section 47C-3-103 of the Act or soon9
control period, Declarant shall ho all n
of the North Carolina General Statutes
nencing on the date hereof and defined
of Declarant. During the Declarant
under the provisions of Chapter 47C
10. Fi M e t A First Mortgage is a mortgage or deed of
trust which has been riled as to constructive notice thereof, and which is a first lien
on the Units descri rst a gagee is a holder, fiom time to time, of a First
Mortgage as shown office of which the First Mortgage is recorded,
including a pure rec sale upon foreclosure of a First Mortgage until expiration of
the mortgagor's p ' If there be more than one holder of a First Mortgage, they
shall be consid and one First Mortgagee for all purposes under this Declaration
and the Bylaws.
I L loo a floor plans of the Condominium recorded with, and by the Act
made a part this tion, as the same may hereafter be amended.
Limited Common Elements. Those portions of the Common Elements allocated
by tionS 'on 47C-2-102(2) or (4) of the Act for exclusive use of one but fewer than all
IT to and so any Limited Common Elements specifically allocated to Units on Exhibit

13. Occupant Any person or persons in possession of a Unit, including Unit Owners,
the family members, lessees, guests and invitees of such person or persons, and family members,
guests and invitees of such lessees.
14. Person A natural person, corporation, partnership, trust or other
combination thereof.
15. . The real estate described on Exhibit A, together
improvements now or hereafter contracted or located thereon, and all righ
easements and appurtenances belonging to or in any way pertaining to s#i
16. -Security for an Obligation. The vendor's interest in
mortgagee's interest in a mortgage, trustee's interest in a deed of
sheriffs certificate of sale during the period of redemption, or thel
17. Security Holder. Any person owning ty for
defined by section 16 above. r ( �
any
under a
in a Unit as
18. Special Declarant Rights. The rights here' din the Bylaws for the
benefit of a Declarant, as follows: to complete the impro en ' dicated on the Floor Plans; to
maintain sales offices, management offices els and signs advertising the Condominiums;
and to use easements through Common Elem elect, appoint or remove members of the
Board during the Declarant Control Period. 1 hall have the right to subdivide or
combine Units owned by Declarant withoJ2 to expenses allocated to other units.
19. Unit. A portion Oe Co o hether or not contained solely or partially
within a building, together with its to 'vided interest in the Common Elements as
set forth on Exhibit C. Each Unite d delineated on the Floor Plans.
20. nit Bo
darie . The bo es of each Unit both as to vertical or horizontal
planes, as shown on
l r are ecorated surfaces of the perimeter walls, exterior
doors and exterior do ng 'or of the Unit, the undecorated surfaces of the
ceiling facing th t
r of 't, and the topmost surfaces of the subflooring, and include
the decoration 1
rior eling, tiles, wallpaper, paint, finished flooring and any
other materials at'.
ting art of the decorated surfaces thereof, and also includes all
spaces, interior pd
o er fixtures and improvements within such boundaries. It is
specifically n r
'
xt that the "shell" of a unit constitutes the unit boundaries such
that a unit w
'shed interior or an interior which is partially finished will
nevertheles b consid
a completed unit for the purpose of creation of the condominium,
convey4nEe o s
and for all other purposes required by the Act and this Declaration.
21. t Owner. The person or persons, including the Declarant, owning a Unit in fee
im ludin contract -for deed purchasers of a Unit, but excluding contract -for -deed
a Unit who are Security Holders, and also excluding all other Security Holders.

6218892
Page: 4 of 22
ARTICLE 2
Submission of property to the Act
1. Submission. Developer hereby submits the Property to the Act.
2. Name. The Property shall hereafter be (mown as Island Land
Condominiums.
3. Division of Property into Smrately Owned Units. Deve r, p t tote} e
Act, and to establish a plan of condominium ownership for the Condom, ' doeaby
divide the Property which is initially submitted to the condominium o (3) units.
(The developer contemplates that additional property will be add do as
described in this declaration and that four additional units will be truct ereo . The
developer reserves the right to permit subdivision of the n to the
condominium as well as subdivision of the units crea ' this initi tion. Declarant
does hereby designate all such Units for separate o hip, subjeowever, to the provisions
of Section 2.4 hereof. 111111 11
4. Alterations of Units. Subject to the provis' olA Bylaws, a Unit may be
altered pursuant to the provisions of Sectio C-2-113(a) and (b) of the Act. Upon alteration
or subdivision, the develop, and association ' in a declaration or amendment thereto
which sets forth the effect of such alterations n entsge of ownership of common
elements and any additional information t
5. Limit o m ed Common Elements serving or designed
to serve each Unit are hereby all lel elusively to each such Unit. In addition to
those defined in Article 1-12, L' o ements include those set forth on Exhibit B
and are hereby allocated to Unie ass own ' xtubit B.
6. Unit o e al ons of each Unit of a share of undivided interest in
the Common Elem iation, and share of the Common Expenses, arc as
stated on Exhibi 1 of undivided interests in the Common Elements and of the
Common Ex i g e area of each Unit to the area of all Units. The votes in the
Association are all to all Units.
6• The liens, defects and encumbrances on the property to which
f 't and
the rights oOccupants are hereby made subject are set out on Exhibit D.
rip`inium Ordinances. The Condominium is not subject to any code, real
ice, charter provision, or regulation prohibiting the condominium form of
ng conditions or requirements upon developments under a different form of
meat is made pursuant to Section 47G1-106 of the Act for the purpose of
title to the Units in the Condominium.

I INUI IIIB IIIII I�il llll ��0llllIIIII oil III Hill11111 786:M
8. Reservation of Special Declarant Rights. Declarant hereby reserves all Special
Declarant Rights.
ARTICLE 3
Additional Property
The developer has designated the property in Exhibit A (Phase One) as the p n
which the initial three (3) units of the condominium are constructed. The p ri
Phase Two in Exhibit A-1 is the additional property which will be added a co 0
the developer. All of the property upon which the Condominium is is rth and
described in Exhibit A and Exhibit A-1 to this Declaration. There r
Properties available for expansion and there are no additional p es added to
the Condominium under the provisions of this Declaration. The larant i t req ' to
build all of the units contemplated for completion or coVArGc#on in Exhibit A-1.
1. Encroachments. In the event reason of the construction, reconstruction,
rehabilitation, alteration or improvement of b
the Property, any part of the Common El
any Unit, or any part of any Unit, now o
Elements, or upon any part of anger U
maintenance of each such encroac s h
long as each such encroachment ;
encroachment be created if suc ac
use and enjoyment of tl Co n El is
2. v u s. Easements are hereby declared and granted to the
ation and authorized by the Association, to install, lay, maintain,
and rep e e flu ducts, vents, pipes, wires, conduits and other utility
lions, and nents running through the walls of the Units, whether or not
ells lie in w o o p within the boundaries of any Unit.
Associ
reps
installs
such w
u s or improvements comprising a part of
w encroaches upon any part of
aches upon any part of the Common
t for the continued existence and
Tared and granted and shall continue for so
in no event shall an easement for such
is detrimental to or interferes with the reasonable
or Units so encroached upon.
3. Mu
o air, Maintain,Restore and Reconstruct. Wherever in, and
whenever bon, the Bylaws or the Act, a Unit Owner, the Association, the Board,
or any orized to enter upon a Unit or the Common Elements to repair,
m ' or reconstruct all or any part of a Unit or the Common Elements, such
is as ecessary for such entry and such repair, maintenance, restoration or
,eco lion are hereby declared and granted.

Inl� DID NI111IIMil IN 111/111/1 or�212M7 05.E
4. Declarant's Easement. Declarant hereby reserves such easements through the
Common Elements as may be reasonably necessary for the purposes of discharging its
obligations, exercising Special Declarant Rights, and completing the development and
construction of the Condominium, which easements shall exist as long as reasonably necessa
for such purposes.
5. Easements to Run With Land All easements and rights describes t tis
IV are appurtenant easements running with the land, and except as otherwise
in this Article IV shall be perpetually in frill force and effect, and shall in a nefit o
be binding upon Declarant, the Association, Unit Owners, Occupants, S ty Ho a and
other person having any interest in the Condominium or any part of any f. Th
Condominium and every part thereof shall be conveyed and encurn tog(
with all easements and rights described in this Article IV, whether o entii
in any such conveyance or encumbrance.
6. Cable Television Easement. Declar
wiring agreement with Charter Communications w
easement for installing and maintaining a line corn
building to the cable system. Any such agreement
cable television company and will be bind' upor
notwithstanding the effective date or the re - ig
1. CoMRliance with Qbc
Owner and Occupant shall comply,
the Bylaws, the Articles of Inco
promulgated by the Board or
for an action by the Aociati an
, we c recovery ofdamag ti
2.
accordance
ki
nit 's esently ne�etiatir(g a cable television
ri ould Pm d such cF
ywithanx ' the lesion ocated intheevil tby therant, the
the A ra and the Unit Owners
date of such easement.
id Regulations. Each Unit
of the Act, this Declaration,
erAssociation, and rules and regulations
as amended. Failure to comply shall be grounds
Unit Owner, or any person adversely affected, for
o ' 'um. The Condominium shall be administered in
Act, this Declaration and the Bylaws.
(a) AcVnits shall be occupied and used by Unit Owners and Occupants for
,or co ercial purposes only.
"o "For Sale" or "For Rent" sign or other window displays or advertising
or permitted by any Unit Owner or Occupant on any part of the
i without the prior written consent of the Board. Provided, this provision will not
of the developer to display such signs.

Ia�NNINHI� I NI �lilpflNNnll�� p�07 � 06P
(c) The foregoing provisions of this Section or any other provision of this
Declaration or the Bylaws notwithstanding, Declarant may maintain sales offices for sales of
Units in the Condominium and models and to display signs or other advertisements until all units
have been conveyed to a Unit Owner other than Declarant. Declarant shall have the ri t to
relocate, from time to time, and to discontinue and reestablish, from time to time, the
the
Condominium, until all of the Units have been conveyed to a Unit Owner other than a larant,
any one or more of such offices or models. Declarant also shall have the right a use
or combination of uses of such offices or models, provided that such offices or in
used only for sales offices or models. The total number of such offices or twin
any time by Declarant shall not exceed the number set out above, and the of an ch
relocated or reestablished office or model shall not exceed the size of the t U ' the
Condominium.
(d) Declarant also may maintain signs on the Co n Elem adver{ising the
Condominium until all of the Units have been conveyed o an a Declarant.
Declarant shall remove all such signs not later than 30);days of the Units have
been conveyed to Unit Owners other than Declarant shall o pay for the repair of all
damage done by removal of such signs.
(e) The foregoing provisions of this Sectio ther provision of this
Declaration or the Bylaws notwithstanding ssociation may (but is not required to) maintain
an office in the Condominium for managemen Condominium.
4, Hazardous Use and Wa. s be done to or kept in any Unit or the
Common Elements that will increase an to f ce maintained with respect to the
Condominium without the prior V�itten c of a board.
1. t 'ensvl'he Board has the power to levy assessments against the
Units £or Commo h assessments shall be a lien on the Units against which they
are assessed, and i en thereof becomes delinquent, the lien may be foreclosed and the
Unit sold, or a 'u t obtained against the person liable therefore, all as set forth in the
Bylaws. Th be authorized to charge the Unit Owner malting an initial purchase
directly fro a DecI t, an initial fee of not greater than $1.000.00 in addition to any other
assessp� e� o e mmon expenses set forth in Exhibit C, such sum to be used to establish
the ante of the Association, such fee to be collected at closing on the purchase of

Paw 0 of 22
2. Personal Liability of Transferees: State• Liability of First Mortgagee.
(a) The personal obligation for assessments which are delinquent at th time of
transfer of a Unit shall not pass to the transferee of said Unit unless said delinquent went
are expressly assumed by said transferee. \\ \\
(b) Any transferee referred to in (a) above shall be entitled to
the Board, pursuant to Section 8.11 of the Bylaws, and such transferee's U
to a lien for any unpaid assessments against such Unit in excess of the arr}
(c) Where a mortgagee or the beneficiary of a deed
claiming through such deed of trust, pursuant to the remedies provj
foreclosures or by a deed, or assignment, in lieu of foreclosure, ob{i
liability of such mortgagee or such other person for as sh
assessments, or installments thereof, that would beco elinqueni
of title. For purposes hereof, title to a Unit shall be d acquired 1
of the applicable period of redemption.
title
be
or by
rthe
after acquisition
e upon expiration
(d) Without releasing the transferor hb�an bility therefore, any unpaid
portion of assessments which is not a lien (b) above or, resulting as provided in (c) above,
from the exercise of remedies in a deed of ttus o foreclosun thereof or by deed, or by
assignment, in lieu of such foreclosure, shall a on Expense collectible from all Unit
Owners, including the transferee under (b c d1ourchaser at foreclosure or such other
person under (c) above who acquires o by
losure or by deed, or assignment, in lieu
of foreclosure. O
3. Prohibition
ExRonses. No Unit Owner
Expenses assessed by dAi
Elements or by abane
from liability for his share of the Common
fiver of the use or enjoyment of any of the Common
otherwise.
ARTICLE 7
the Associati n. The management, replacement, maintenance, repair,
exeent of the Common Elements shall be the responsibility of the
ubject to the provisions of Article 7-2 hereof, the cost thereof shall be a
to the extent not paid by the Unit Owners pursuant to Article 7-1(b) bereof.
to a Unit by any work on or to the Common Elements done by or for the

IIIIIIIIII�IIIIINNI�INII11I 111 f ��, 22
Association shall be repaired by the Association, and the cost thereof shall be a Common
Expense.
(b) By Unit Owners. Each Unit Owner shall pay all costs to repair
portions of the Common Elements that may become damaged or destroyed by reas
intentional acts or the intentional acts of any Occupant of his Unit. Such payment
upon demand made by the Association.
2. SZ42M
Less Than All Units.
(a) Any Common Expense associated with the tr
replacement of a Limited Common Element shall be assessed a c
to the Units, to which such Limited Common Elements were alloc at
was incurred.
(b) In addition, the Association in
less than all of the units against the Units benefited
liability.
I Units. Each Unit Owner
condition, and repair and replace, at his
responsibilities in such mamter as not to
report to the Board, or its agents, any de
that of the Association; and, to the exten
insurance carried by the Associatl n, shi
another Unit that has become damag4
the acts or omissions of any Occ
waiver by insurance eompanies�tts
4. Wary of 4
agrees that it shall
Occupant agrees
officers of the
retained by the BIZ
or Occupants, for
therein, even ca
such claims here
loss or damig due to
all
made
or
any C61on Expense benefiting
lion to � ir Common Expense
his Unit at all times in a good and clean
rtions of this Unit; shall perform his
sturb other Occupants; shall promptly
v�pairs the responsibility for which is
ynse is not covered by the proceeds of
to repair and replace any portion of
reason of his own acts or omissions, or
hing herein contained shall modify any
t o provided in Article 7-5(a) and (b), the Association
a Unit Owner or Occupant, and each Unit Owner and
no claim against the Association, the members of the Board,
m ees or agents of any thereof, or against any manager
officers, directors, employees or agents, or other Unit Owners
ditage to any of the Property, or to a Unit or personal property
mission or neglect of any one or more of such persons and all
and released; provided that this waiver shall not apply to any such
at acts.
BJ'the Association. The Association, and any person authorized by the
ray enter any Unit or any of the limited Common Elements in case of any
dangerous condition or situation originating in or threatening that Unit or any of

II ININI� MMIIIOIYIIN � 208�rr a6:MP
the Limited Common Elements. The Association, and any person authorized by the Association,
after reasonable notice to a Unit Owner or Occupant, may enter that Unit or any of the Limited
Common Elements for the purpose of performing any of the Association's duties or obligations
or exercising any of the Association's power under the Act, this Declaration or the Bylaws with
respect to that or any other Unit, any Limited Common Elements, or the Common El ts.
Notwithstanding Section 7.4, the Association shall be responsible for the repair of any ge
caused by the Association or its authorized person to the entered Unit, and the c hail
be a Common Expense. All such entries shall be made and done as to cause as lii
inconvenience as possible to the Unit Owner and Occupant of the entered �? \ po io f
the Limited Common Elements allocated to the Unit Owner.
(b) By Unit Owners. Each Unit Owner and Occupant sh w t Owners
and Occupants, and their representatives, to enter his Unit, or L'
n is
allocated to his Unit, when reasonably necessary for the Purpose f
Itering, afar ' g,
repairing or replacing the Unit of, or performing the du ' ob '
ons er the Act, this
Declaration or the Bylaws of the Unit Owner or Oce g s
provided that
requests for entry are made in advance and that such is at a '
convenient to the Unit
Owner or Occupant whose Unit or Limited Common ent is to
entered. In case of any
emergency or dangerous condition or situation, such n f entry
1 be immediate.
Notwithstanding Section 7.4, the person making such en
responsible for repair of any
damage caused by such person to the entera(Wt or Limited Common Element.
O
1. Casualty Insurance. I shall maintain casualty insurance upon the
property in the name of, and the
for all Unit Owners and Seeuri d
pursuant to the Act. S c
insurable value of th n
and contain such si e
conform in all the
any provision es th
settlement, such o ti sha o
Section 47C-3-11 (g a Ae .
2. Pubh ill Insurance. The Association shall maintain public liability
i.+m�+ance f e bene of the Unit Owners, Occupants and holders of a vendor's interest in a
con nit, the Association, the Board, the management company, if any, the
Dec their respective officers, directors, agents and employees, in such amounts and
ch co a as shall be determined by the Board; provided that the public liability
s shall be for at least One Million ($1,000,000.00) Dollars per occurrence for death,
r ' and property damage. Said insurance shall contain a severability-of-interest
en men precluding the insurer from denying liability because of negligent acts of any
10
shall be payable to, the Association, as trustee
u interests may appear, and be disbursed
e e in the amount equal to not less than the full
eat cost basis and shall insure against such risks
from time to time shall determine, but a minimum shall
eats of the Act, and shall provide that, notwithstanding
urer an election to restore damage in lieu of making cash
exercisable if such restoration is prohibited pursuant to

1111111�1111M11111111M111 lI1111 � ZW ��am
insured; insure all of such benefited parties against such liability arising out of or in connection
with the use, ownership or maintenance of the Common Elements, and the streets, sidewalks and
public spaces adjoining the Condominium; and insure the Association, the Board, the manager, if
any, and their respective officers, directors, agents and employees against such liability arising
out of or in connection with the use or maintenance of the Units. ( �
3. Fidelity Coverage. Fidelity coverage shall be maintained by thndsof
commercial blanket form covering each director and officer of the Associan anr
agent of the Association and any other person handling or responsible for
Association in the face amount of at least the greater of (i) one and one- 1-1/2
estimated annual operating expenses and reserves of the Association, or sum three
months' aggregate assessments on all units plus the Association's res bonds
shall contain an appropriate endorsement to cover persons who stRa�r on. The
premiums on such bonds shall be a Common Expense. 1
worker's compensation insurance, as it from time to ' deems ap riate to protect the
Association of the Unit Owners. If at least one Unit i joct to C financing, the
Association shall obtain and keep in force such insuran a the ds for FNMA/FHLMC
approved loans shall require from time to time.
4. Insurance Trust. The Board may en and pay as a Common Expense, any
appropriate person to act as an insurance to ve and disburse insurance proceeds upon
such terms as the board shall determine, c tvr a provisions of the Act and this
Declaration.
5. Individual P is for nit sit Owner may obtain insurance, at his
own expense, affording personal rop d any other coverage obtainable, to the extent and
in the amounts such Unit Own gems to protect his own interests; provided that any
such insurance shall co w ' ers p t to Article 7-3 and shall provide that it is without
contribution as a e ' aced by the Association. If a casualty loss is sustained
and there is a reduc o o proceeds that would otherwise be payable on the
insurance puroh r "on due to the proration of insurance purchased by a Unit
Owner under th U 'Owner shall be liable to the Association to the extent of
such reduction an pay a ount of such reduction to the Association upon demand, and
assign the proceeds o urance, to the extent of such reduction, to the Association.
4. Other Insurance, The Association may p such oth lnmwa6 including
6. cc erage Gap. The Board of Directors of the Association will have the
authority to ins ce coverage to prevent a `gap" in coverage arising from the
;laration and any conflict between the declaration and the provisions of
;urance coverage. All unit owners will be required to conform the
units to the standards set by the board of directors of the association.
for
11

11111�I 1110190119111 B� � ,'abz06P
ARTICLE 9
Casualty Damage
If all or any part of the Property shall be damaged or destroyed, the same shall
repaired or replaced, and proceeds of insurance shall be used and applied in aceaRc
provisions of Section 47C-3-112(d) and (g) of the Act. —
ARTICLE 10
Condemnation
In the event of a taking by eminent domain, or by a
any part of the property, the same shall be repaired or repo
thereof shall be used and applied in accordance with Sc
ARTICLE
the
in liereo`f/of all of
w paid on account
e Act.
Termination �-�
The Condominium may be terminated strict compliance with Section 47C-2-118
of the Act.
M
This Declaration may be
without limitation, Section 47
altering or impairing rial lam
Declarant. V
aO
strict compliance with the Act, including,
}-2-117 of the Act, except that no amendment
may be made without the written consent of
ARTICLE 13
Rights of First Mortgagees:
VA. FNMA and FHI,MC Provisions
�The,, 'Wh4provisions shall take precedence over all other provision of this
Amendments during Declarant Control Period. Any amendment to this
to the Bylaws during the Declarant Control Period shall be subject to the prior
elected representative of a majority of the holders of the first mortgage position
12

IINNI INEIIIIIIIII Page; eilMeW
FNMANUMC secured loans provided, however, that, if said Administrator fails to respond to a
written request for approval within thirty (30) days of said request, approval shall be deemed to
have been given.
2. Availability of Condominium Documents. Books. Records and Finn
Statements. The Association shall, upon request and during normal business hours,
available for inspection by Unit Owners and the First Mortgagees and the insum "
of a First Mortgage on any Unit, current copies of the Declaration, the Bylaws the
regulations co -governing the Condominium and the books, records and fin t
the Association. The Association shall provide an audited financial t for
fiscal year if requested in writing by a First Mortgagee or insurer or f a 1
Mortgage. The Association shall, upon request and during normal b 2
available for inspection by prospective purchasers of Units, carmen t e
Bylaws, other rules and regulations governing the Condominium, the m re"
audited financial statement (if one is prepared). Z �
3. Successors' Personal Obligation fo1
obligation for assessments which are delinquent at 1
the successors in title or interest to said Unit unless
assumed by them.
4. Rights of Action. The
right of action against Unit Owners and
against the Association for failure to col
made pursuant to authority granted to tl
5. Manaeement and Otf ei
Declarant or the Association
services of the developer, sp
thereto without cause wi
days' prior written n
consent of both 7
,MI. The personal
a Unit shall not pass to
rments are expressly
any aggrieved Unit Owner shall have a
knit Owner shall have a right of action
&Iations and decision of the Association
1 this Declaration and the Bylaws.
ineti d. Any management agreement between the
m agement or any other agreement providing for
)eclarant shall be terminable by either party
a termination fee upon not more than thirty (30)
a term of three (3) years, subject to renewal by the
6. m f 3 Refils<al. The right of Unit Owners to sell, transfer, mortgage or
otherwise covey ' ^ tFrest nR r Unit shall not be subject to any right of first refusal.
7. rst ort . This Article 13-7 shall be effective only if, at the
time this S on wot pply, at least one Unit is subject to financing. Any decision to
terminate th ndot mnrt for reasons other than substantial destruction or condemnation of the
pro 1 prior written consent of Eligible Mortgage Holders, as defined in
Anti representing at least 67% of the votes allocated to Units subject to First
M ges he Eligible Mortgage Holders, or such greater requirements specified by the Act.
ny dment to the Declaration or Bylaws which changes any of the following shall require
no en consent of Unit Owners holding at least 67% of the total votes in the
c oa on and of Eligible Mortgage Holders representing at least 51% of the votes of allocated
13

�H,III� IIu IM.IIII�mii��Ilu ���� 604 20//82 07r06:06P
Units subject to First Mortgages held by Eligible Mortgage Holders, or such greater requirements
specified by the Act or hereunder:
(a) voting rights;
(b) assessments, assessment liens or subordination of such liens;
(c) reserves for maintenance, repair and replacement of Comm
(d) responsibility for maintenance and repairs;
(e) reallocation of interests in the Common
Elements or rights to their use;
(f) boundaries of any Unit;
(g) convertibility of Units into
Units;
Common
Common Elements into
(b) expansion or contraction of the Cobd j u{n or the addition, annexation
or withdrawal of property to or from the C um;
(i) insurance or fidelity
(j) leasing of Units;
(k) imposition o on a Unit Owner's right to sell, transfer or
otherwise convey his Unit;
(1) ecisi y the iation to establish self -management when
professional manageKsn previously by an Eligible Mortgage Holder,
ratigri o repair of the Condominium (after damage or destruction or
partial cond er#{}rer than that specified in this Declaration or the Bylaws;
action to terminate the legal status of the Condominium after
substantial :fn
tion of condemnation; or
that expressly benefit First Mortgagees or insurers or
8. v Consent of First Mortgagees or Unit owners. This Article 13-8 shall be
my rf, at the time this Section would apply, at least one Unit is subject to
C financing. Unless First Mortgagees holding at least 66 2/3% of the votes
to rrst Mortgagees (except First Mortgagees having one vote per Unit financed, or
14

i I IVINSININ galas
such higher percentage as is required by law, of the First Mortgagees (based upon one vote for
each First Mortgage owned) and Unit Owners (other than a Declarant) holding at least 66 2/3%
of the total votes in the Association have given their prior written approval, of such greater
requirements specified in the Act or hereunder have been satisfied, the Association shall not be
entitled to: C\
(a) by act of omission, seek to abandon or terminate the
(b) change the prorata interest or obligations of any
(c) levying assessments or charges or allocating distril ii is of
insurance proceeds or condemnation awards;
(d) determining the prorata share of ownership each in tl
Elements;
(e) partition or subdivide any Ue
\\
(f) by act or omission, seek to abar4o attiti subdivide, encumber, sell
or transfer the Common Elements. a ting of easements for public
utilities or for other u 'c purposes consistent with the intended use of
the Common Elements not be deemed a transfer within the meaning
of this clause);
(g) use hazard i p s losses to any part of the Condominium
(whether tonits Elements) for other than repair,
replacement o�r qo thereof.
9. Each First Mortd 'nsurer or guarantor of a First Mort
written request stating '
gage, upon
d ad s and describing the Unit encumbered by the First
Mortgage, held, ins
o 11 be entitled to timely written notification by the
Association of (i) p
'ch requires consent of a specified percentage of First
Mortgagees; (ii o
or casualty loss that affects either material portion of the
Condominium
is First Mortgage; (iii) any 60 day delinquency in the
payment of as m is
or es owed any the Unit Owner of the Unit on which the First
Mortgagee held 1
ort ge or in the performance of any obligation under this
Declaration a said Unit Owner, or (iv) any lapse, cancellation or material
modificati f any '
ce policy or fidelity bond maintained by the Association. Each First
Mortgagee o has ested the Association to notify it of any proposed action that requires
the co t a ed percentage of Eligible Mortgage Holders shall be considered an
"Eli older." With respect only to non -material amendments (which excludes
it (a) to Article 13-7), such as for the correction of technical errors or for clarification,
an Mortgagee who receives a written request by the Association, or any Unit Owner, to
a� ov dition of amendment to the Declaration or Bylaws who does not deliver or post to
is

the requesting party a negative response within thirty (30) days shall be deemed to have
approved such request.
10. Assessments. Assessments shall be due and payable in monthly insta
provided in Article VIII of the Bylaws and as legally required by Section 47C-3-115
Declarant shall pay all accrued expenses of the Condominium until assessments are 1
against the Units. As assessment shall be deemed levied against a Unit upon thqpiv
by the Board to a member of the Association who is a Unit Owner of that Unit. Unll
shall have no obligation to pay monthly assessments until an assessment is(�
will begin at such time as the Board elects.
I1. Rights of First Mortgagee. Insurance P s or
respect to First Mortgages held by or for the benefit of
Declaration or the Bylaws shall be deemed to give a Unit Owner, o any
over the rights of a First Mortgagee pursuant to its A o age
the case of a distribution to said Unit Owner of ins proceeds
losses to or a taking of Units and/or Common Elem t
ARTICLE
n visions
1. Conflict with a Act- S Id any of the terms, conditions,
provisions, paragraphs, or clauses of this n 'ct with any provisions of the Act, the
provisions of the Act shall control unl t e ' the Declaration to override the Act, in
which event the Declaration shalt�ntro a mr ty of any covenant, restriction condition,
limitation, provision, paragraph or c of laration, or of any part of the same, or the
application thereof to any person , shall not impair or affect in any manner the
validity, enforce ability of eff e t is Declaration, or the application of any such
covenant, restriction, ability
tatio , revision, paragraph or clause to any other person or
circumstances. �`!
As
Act,
with
Owner's Unit, in
ation awards for
2. /
as plural, plural t
or neuter gender.
Declaration and i
and do not 4&e, h
meta _a of Declaration. Whenever appropriate singular may be read
sm lar, and the masculine gender may be read as the feminine
beginning with the prefix "hero" shall refer to this entire
tot the part of which they appear.
n'ons. The captions herein are only for the convenience and reference
describe the scope of this Declaration, or the intent of any provision.
" Exhibits. The exhibits referenced in this Declaration are incorporated
whether or not they are attached hereto and recorded herewith.
is declaration is executed by the Developer/Declarant by way of the attached
16

I�Illl�l�n��l �l�mllIDiu1111� � ��7f� 06P
EXHIBIT "A"
DESCRIPTION OF PERIIVIETER OF
ISLAND LAND CENTRE COMMERCIAL CONDOMINIUM
A parcel of land in the Town of Kill Devil Hills, Atlantic Township, Dare
Carolina more particularly described as follows:
Beginning at a point marked by an iron rod, which point marks the in tion f e
right of way of Helga Street and Perry Lane (both streets with 50 ;
thence running North 300 06' 23" West along the eastern right aa
distance of 400.03 feet to a point marked by an iron rod; then folio 5S'co the
right when proceeding in a northeasterly direction f 34 feet to a poin
merited by an iron pin in the southern edge of the o way o (this curve
being located at the intersection of Perry Lane an h Street having the following
additional data: Radius = 25.00 feet; Chord = 31. eet Chord ng = North 34° 42'
47" East); thence following the southern margin o Sbvcy46ng a curve to the left
when proceeding in an easterly direction an arc len feet to a point marked
by a PK nail (this curve having the foll additional data Radius = 447.65 feet;
Chard=109.87 feet; Chord Bearing = No ° 57' S4" East); thence continuing along
the southern boundary of Arch Street a4co� rth 59° 54'S7" East a distance of
23.93 feet to a point; thence leaving d proceeding southerly the
following 13 calls:
South 071 31' 38" East a distan o 3.2 feat a point;
South 19° 14' 48" East a di 4%ef to a point;
South 20° 59141 " East a di of 3 . to a point;
South 22° 5113311 Fast a di ce of 18 feet to a point;
South 23° 08' 17 t di of feet to a point;
.05 feet to a point;
a e of 42.49 feet to a point;
of 106.15 feet to a point;
a ce of 27.12 feet to a point;
a di cc of 9.30 feet to a point;
distance of 18.51 feet to a point;
a distance of 98.66 feet to a point;
a distance of 1.83 feet to a point,
t rs tfithe northern margin of Helga Street and is also located 4.69 feet along
�y of Helga Street from the southwestern comer of Lot 1 of Block 15 of the
i of Orville Beach West; thence turning and following the right of way of
:t a course of South 59° 53' 20" West a distance of 139.87 feet to a point
an iron rod, the point or place of beginning.

Exhibit A-1
DESCRIPTION OF PERIMETER OF
ISLAND LAND CENTRE COMMERCIAL CONDOMINNM
FUTURE DEVELOPMENT
(PHASE TWO)
A parcel of land located in the Town of Kill Devil Hills, Atlantic Townshi D
County, North Carolina
Beginning at a point marked by an iron rod, which point is located at e ' tens ' of
the edge of the western right of way of US Highway 158 (also
Highway) and the southern edge of the right of way of Arch S m e on of
Orville Beach West, and the point of beginning being further 1 ted a c o uth
390 30' 16" West a distance o9f 80.80 feet fivm a P at the terline of US
158, and naming thence from the point of be ' course of 29' 10" East,
following the western edge of the right of way of 158 a di of 299.94 feet to a
point marked by a concrete monument, which po t so marks northeastern comer of
Lot 1, Block 15, of Orville Beach West subdivisio t and following the
northern line of Lot 1 a course of South 59° 53' 20" a ce of 100 feet to point
marked by a concrete monument; then g and running South 29° 29' 10" East a
distance of ] 00 feet to a point marked my ete monument located in the north
margin of the right of way of Helga Street(a t right of way); thence turning and
following the right of way of Helga S uth 590 53, 20" West a distance
of4.69 feet to a calculated point; th running the following 13 calls:
0
1 - North 360 44' S 1" W s .83 feet to a point;
2 - North 30° 31' 04"a f 98.66 feet to a point;
3 - North 310 46' 24" a di of 1 R 51 frrt to A mInt-
4 -North 30° 30' 4
West a "cc of 9.30 feet to a point;
5 - North 1' 57
a ce of 27.12 feet to a point;
6 - No
stance of 106.15 feet to a point;
7 - N ' 3
a distance of 42.49 feet to a point;
8 -
t a distance of 9.05 feet to a point;
9 - No ° 08
est a distance of 6.04 feet to a point;
10 - N 1' 3
West a distance of 24.18 feet to a point;
1"
West a distance of 32.79 feet to a point;
1 1 ' 48"
n
West a distance of 14.54 feet to a point;
13 P 38"
West a distance of 13.26 feet to a point
Ss 1 cated in the southern margin of Arch Street (a fifty foot right of way);
ce fo g the right of way of Arch Street a course of North 590 54' 57" East a
cc of 8 .27 feet to e p thoint of beginning.

I1161MINIM ININ � 19 ofea eea
EXHIBIT "B"
The limited common elements are those areas shown on the Condomi
Unit Plat and Plans of the Island Land Centre Condominiums recorded in
Ownership Book as recorded in the Dare County Registry. C—
q

IIINIIIIINIIIIIHIIIiIII�Nlllllllllllllllllll� ��Paw 20 o22
20,06:05P
EXHIBIT"C"
Share
of Undivided
Unit Interest in
No. Common Elements
1
2
3
33.3%
33.3%
33.3%
Share of
33.3%
33.3%
33.3%
1
1
L

�InlNgill 11I�NIIIII11V1111MIIN1III111111 6218882
?1� %of 7 05:GSP
List of liens, defects and encumbrances to which the rights of unit owners are subject:
2.
3.
Taxes for the year 2007 and subsequent years, not yet due and payable.
That deed of trust recorded in Book 1626 at Page 414 of the
Registry. /
Such state of facts as would be disclosed by an accurate
land.
4. Easement/Right of way in favor of North
201, Book 66, Page 52; Book 251, Page 2(
and Book 324, Page 732, of the Dare Cou
Easement/Right of way in favor of
North Carolina Power Company, r
R
of the
in Bo&k 21, Page
ok 292, Page 467;
Company, now known as
rge 5 of the Dare County
egrstry. ----
6. Easement/Right of way in favor of arolina Telephone and Telegraph Company,
recorded in Book 123, page 198• 2 e 902; Book 254, page 431 of the Dare
County Registry.
Title to that portion o
Arch Street (AS TO P
the right-of-way of Highway 158 and
8. Restrictive Coven record 'nook 55, Page 135, and in Book 241, Page 243, ofthe
Dare Co ublic arty ovided, this policy insures that a violation thereof will
not resul ' a f r on of title, but omitting any restrictions based on race,
color r 1 origin appearing of record, etc.
9. Set d rights ofway as shown on recorded plat in Plat Cabinet/Book 2,
Pagel 1 of Dare County Registry (Parcel One)
10. en etbacks and rights of way as shown on recorded plat in Plat Cabinet/Book
agelSli 44 of the Dare County Public Registry. (Parcel Two)
1 �Of this Declaration, the Bylaws of the Association, the rules adopted by the
B d the provisions of Chapter 47C of the N.C. General Statutes.

Pave: 22 of 22
SIGNATURE PAGE
IN WITNESS WHEREOF, the Declarant has executed this Declaration as of the day and
year first written above.
Seagrass, LLC, a North Carolina limited liabilitvcdmnan
State of North Carolina
County of Dare
I, the undersigned Notary Public,
Bryan T. Sullivan, personally came befog
of Seagrass, LLC a North Carolina limit,
authorized to do so, executed there of
my hand and official seal, this thc,
My commission expires: p
4-14-2011 Q O
(Notarial Seal) ( ( ."
va
NORTH
DARE C
The foregoing'Certific44 of
M. Geraghty, Lorimer J. White and
acknowledged that they are members
y, and that they as members being
o limited liability company. Witness
A • r';
.6orrect. This instrument and this certificate are duly registered at the date
Book and Page shown on the first page hereof.
DEEDS BY: DEPUTY/ASSISTANT-REGISTER OF DEEDS

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Filed Book: 1756 Page: 16
04/29/2008 24:34PM DOC Ids 62
Doe Cade: S/DECL Receipt #,
BARBARA M GRAY. REGISTER OF DEEDS DARE CO, NC
IIIIIIININIIIIIIIBIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Prepared by and return to Starkey Sharp, Attorney, P.O. Drawer 1027,
DARE COUNTY
STATE OF NORTH CAROLINA
5
04
This Supplemental Declaration is made tentered th 7 of April, 2008 by
Seagrass, LLC, referred to herein as "Develope"Decl tCarolina Condominium Act, Chapter 47C of thGeneral Statupursuant t the North
tes.
ALS
The Developer is the owner
Town of Kill Devil Hills, County o
a portion of the property legpl�y de.,
exhibits and attachments theitr 11
recorded in Book 1726 at Page 47
referenced creates a a
Condominiums and is
The
certain buil,
continues tr
% recorded in
the rights u.
to
1Pm QY5ertain real estate located in the
tat of North Carolina which property is
laration of Condominium and the
ion is 20a' day of April 2007 and
County Registry. The Declaration so
Island Land Centre Commercial
ument as the "Declaration".
Z te�fove retained to the Developer the right to add
nlmum regime as additional phases. The Developer
�hich is identified in Article 3, and in Exhibit A-1 to the
referred to as Phase Two on the plat of the condominium
ile 6 at slide/page 267. The Developer continues to hold
n to include the additional buildings or units into the
the Supplemental Declaration for that purpose.
r e, in accordance with the North Carolina Condominium Act, Chapter
arolina General Statutes, the Developer and Declarant hereby amends
as follows:
t�L,onaominlum Unit 5 is a building located within the boundaries of the property
as Exhibit A-i of the Declaration. The location of condominium Unit 5 is
on the plat entitled "Survey for ISLAND CENTER COMMERCIAL
OMINIUMS Phase Two" which survey is prepared by B.I.L.D. Barnette

Paw 2 of 5
Integrated Land DevelofM dd dated 3/31/08, and recorded in Unit ownership File
�c at Slide(s) of a County Registry, By this supplemental Declaration,
Unit 5 is added to the condominium. The legal description for the parcel of land upon
which Unit 5 is located is set forth in Exhibit I to this Supplemental Declaration
2. ARTICLE 3, of the Declaration (entitled "Additional Property's designat asr
One of the condominium and the property which can be added to the w
additional phases. This Supplemental Declaration adds Unit 5 to the coV�*bedd
property upon which Unit 5 is located does not include all ofM
in
Exhibit A -I to the Declaration. The retraining portion of the
remains eligible for addition to the condominium. The remaibed in
Exhibit II to this Supplemental Declaration as Potential Phashts
reserved in the Declaration to the developer remain available s
Supplemental Declaration.
3. The unit boundaries for Condominium
Declaration. Unit 5 is a shell building as deser
Declaration.
�v 4. There are no Limited Common elements for
I� condominium.
5. The allocations to each Unit
Elements, percentage of Common E
follows. At such time as additional
will change with regard to
Allocation of Common
Unit %
are the je sd ned by the
Article p ragraph 20 of the
Unit 5 of the
the undivided interest in the Common
cs in the Association are set forth as
to the Condominium the allocation
and Common Expense Liability
Votes %Expense
I
1 of4
25%
2 5
5
]of4
25%
00
3 °0
1 of4
25%
5 °°
1 of4
25%
the
p�clarant reserves the right to add additional emits to the
e completion of Phase Three of the condominium as set forth in
the recording of this Supplemental Declaration, the condominium
is which are identified as 1, 2, 3 and 5.
covenants, restrictions, easements and other rights set forth in the
apply to all of the four (4) units of the condominium as set forth within
uation and except as amended by this Supplemental Declaration, the
aration are hereby ratified and shall remain in full force and effect

Exhibit I
DESCRIPTION OF PERIMETER OF
PHASE TWO
ISLAND LAND CENTRE COMMERCIAL CONDOMINIUM
A parcel of land located in the Town of Kill Devil Hills, Atlantic
County, North Carolina
Beginning at a point marked by an iron rod, which point is located a inte tion o�
the edge of the western right of way of US Highway 158 (also kno a Croa
Highway) and the southern edge of the right of way of Arch S
on
Orville Beach West, and the point of beginning being further ate ur o rsrouthf
39" 30' 16" West a distance of 80.80 feet from a PK nail loc in the terlin of US
158, and running thence from the point of begi a c e u
0 29,following the western edge of the right of wayo 158 a dis 1.65 feet
East,
point; thence turning and runningSouth 59 ° 54 `y 191.65 feet to a
est a s ce of 109.50 feet to a
point lying in the eastern line of Phase One of land Land ntre Commercial
Condominium; thence turning and running North 5' 21" st a distance of 53.22
feet to a point; thence running a course of North 24' est a distance of 42.49 feet
to a point; thence a course of Notch 2 ' 04" West a distance of 9.05 feet to a point;
thence a course of North 23' 08' 17" We ce of 6.04 feet to a point; thence a
course of North 22 51' 33" West&ddice18 feet to a point; thence a course of
North 20' 59'41 " West a distance int; thence a course of North 19'
14'48" West a distance of 14.54 fnce a course of North 07° 31'38"West a distance of 13.26 fe4 at is located in the southern margin of
Arch Street ( a fifty foot right wing the right of way of Arch Street a
course of North 59" 54' 57" Fasca feet to the point of beginning.
WE
Illlll ulll Illllll III illll IIII I'll ate 964 oe m4 74a

Exhibit 11
DESCRIPTION OF PERIMETER OF
ISLAND LAND CENTRE COMMERCIAL CONDOMINIUM
FUTURE DEVELOPMENT
(POTENTIAL PHASE THREE)
A parcel of land located in the Town of Kill Devil Hills, Atlantic Towns ' D
County, North Carolina and described as follows:
The point of beginning is located as follows: running from a point o rent
an iron rod, which point is located at the intersection of the ed arked by
way of US Highway 158 (also known as Croatan Highway) e e est fight of
right of way of Arch,Street in the subdivision of Orville B West, a of the
reference being further located a course of South 3 the nt of
6" a � ce of 80.80
feet from a PK nail located in the centerline of U 8, and ru
ence from the point
of reference a course of South 290 29' 10" East, o lowing the rem edge of the right of
way of US 158 a distance of 299.94 feet to a po t arked by ncrete monument,
which point also marks the northeastern corner o
subdivision, and the POINT OF BEGINNING for ' '� . 5, of Orville Beach West
rom
the point of beginning and following a rthem line of Lot l .a tours of South 59 ng thencef 53'
20" West a distance of 100 feet to point d by a concrete monument; thence coming
and running South in t 29' north
East a distant 0 feet to a point marked by a concrete
monument located in the north mazg' way of Helga Street (a 50 foot right
of way); thence turning and folio th r' t way of Helga Street a course of South
59° 53' 20" West a distance 04.69 t o
a course of North 36° 44' S1" ated point; thence taming and running
di 1.83 feet to a point; thence a course of
North 30° 31' 04" West a dist e t to a point; thence a course of North 31 °
46' 24" West a distance of fee int; thence a course of North 30° 30'.40"
West a distance of '30 f t to a po thence a course of North 30° 41' 57" West a
distance 27.1 a o' t; th e a course of North 30° 55' 21" West a distance of
52.93 feett tto a rit p' s the south western corner of Phase Two of the
Island Land om r ' 1 Condominiums; thence turning and running a course of
North 590 57' t dist of 109.50 feet to the point of beginning.
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AMENDED STORMWATER MANAGEMENT NARRATIVE
At build -out, the Island Land Centre development will consist of (5) commercial buildings with
associative driveway, parking, drainage and utility infrastructure improvements on a 2.05 acre tract of
land located at the intersection of U.S. HWY 158 and W Arch St., (36.020N, 75.650'W), in the
Township of Kill Devil Hills, Dare County, North Carolina. Construction on the project began in 2006
and development was divided into (3) Phases. To date, Phases 1 & 2 are complete including parking &
stormwater improvements around Phase 3. (See Designers Certification and As -Built Drawing
included with this modification application) A developer is currently looking to construct the final
Building #4 and associative sidewalks in Phase 3. Please see Sheet 1 of the enclosed plans for an W
overview of phasing and the following existing & proposed developmental activities:
0
a) Construction of existing Commercial Buildings #1-3 & 5 and proposed Building #4 t®t
b) Construction and drives and existing and concrete sidewallfsi
aD
N
of existing asphalt parking proposed
c) Construction of existing utility infrastructure.
d) Construction of existing stormwater management measures with proposed modifications.
a ' ,
�
D
NCDENR DWQ issued a high density stormwater management permit (SW7050701) in July of 200e
that covered the project's overall development plan at the time. Some minor site plan changes were
made when Phase 2 was constructed and the developer of Phase 3 wishes to make few further
revisions. The Stonmwater Permit currently allows 53,142 sq. ft. of total impervious coverage and with
the improvements being proposed in Phase 3, the coverage will total approximately 55,755 sq.ft.
In consideration of the 5% increase in coverage, this application for a permit modification is being
made. To accommodate the stormwater runoff generated by the additional coverage, a survey of the
entire development's existing stormwater infiltration system was performed. This data was reviewed
for compliance with the existing permit and used to determine what improvements, if any, would be
necessary. To this end, it was determined that a combination of maintenance and expansion activities
must be performed to achieve the degree of stormwater management originally designed and permitted
for the development. The Stormwater Management Plan and details provided on Sheets 3 & 6 of the
enclosed plans has been revised to illustrate the proposed stormwater improvements as modified and
the calculations included with this application are provided to demonstrate the adequacy of the
modifications being proposed. Furthermore, a Corrective Action Overview Map is provided under
Appendix C that highlights those areas where maintenance and expansion are necessary.
The following information is provided as an update to the project's original stormwater narrative with
amendments primarily focused on the existing and proposed modifications to the project's individual
drainage basins as described under the Stormwater Collection section below.
See Appendix A for original soils report prepared by David M. Ryan, P.E., dated July 21, 2005.
Drainage improvements include the construction of infiltration basins, drainage flumes, curb and
gutter, and drop inlets to collect and treat stormwater runoff generated by the developmental activities
previously described above. As originally permitted, the infiltration basins are designed with open
storage volumes in excess of two times the required storage resulting from a 1.0" design rainfall event.
The provision of excessive open storage capacity was utilized to remove the requirement for a
vegetative overflow filter and bypass system to serve the infiltration basins. Though not included in the
design, it should be noted that further storage is made available within the site's underlying sandy soil.

Stormwater runoff will receive treatment, to the maximum extent practicable, in the form of
infiltration basins and vegetative buffers. The infiltration basins are planted with vegetation to aid in
filtrating small particulate matter and pollutants. This measure is described as an active best
management practice in the treatment of stormwater runoff. Rip -Rap inflow measures and level
spreaders are placed within the infiltration basins for velocity dissipation, flow distribution, to provide
sediment collection, and to aid in infiltration. Vegetative buffers are also provided, to the maximum
extent practicable, to aid in pollutant filtration. The vegetative buffer is described as a passive best
management practice that provides a small degree of filtration and pollutant removal from stormwater
runoff.
For the purposes of stormwater management, the overall project area is divided into four (4) drainage
basins. (7he original design had (3) drainages basins) The following is an overview of each drainage
basin and the stormwater management measures provided within, where necessary. See Appendix B
for a Drainage Basin Delineation Map.
DRAINAGE BASIN # 1
This 1.22 acre drainage area encompasses the majority of the project's development and is divided
into (2) sub -basins, DB#IA and DB#IB. (Formerly delineated as DB#I & DB#2 respectively)
When Phases I & 2 of the development were constructed, Infiltration Basins lA and I B (formerly I
& 2 respectively) were hydraulically connected with a slotted drain pipe that crosses beneath the
development's northern access off Arch Street. Calculations have been revised and are included with
this application for each sub -basin based on the actual drainage area, coverage and associative
stormwater runoff as constructed. As noted in the Stormwater Management Overview section
above, the basis of the infiltration basin design is to provide an open storage capacity equal to at
least 2 times that which is required. Infiltration Basins I & I as revised on Stormwater
Management Plan Sheet 3, and as hydraulically connected, are designed to provide a total open
storage capacity of 6,300 c.f., or 2 times the 3,149 c.f. required for this overall drainage basin.
When further considering the high rate of permeability of the local sandy soils, greater than 2 times
is expected and therefore diversion devices and vegetative overflow filters are not provided.
Based upon these revised calculations, it has been determined that some corrective maintenance and
minor expansion activities must be performed on the existing Infiltration Basins 1 A and 1 B in order
to achieve the design their design capacities. For clarity of these corrective action activities, please
see the Corrective Action Overview Map provided under Appendix C.
DRAINAGE BASIN #2
This 0.50 acre drainage area (formerly DB#3) encompasses portions of each phase of the existing
development as well as the remaining improvements being proposed in Phase 3. Calculations have
been revised and are included with this application based on the actual drainage area, existing and
proposed coverages and associative stormwater runoff anticipated at build -out. Infiltration Basin 2
(formerly 93) as revised on Stormwater Management Plan Sheet 3 is designed to provide an open
storage capacity of 2,574 c.f., or 2 times the 1,283 c.f. required for the this drainage basin. Again,
when further considering the high rate of permeability of the local sandy soils, greater than 2 times is
expected and therefore diversion devices and vegetative overflow filters are not provided.
Based upon these revised calculations, it has been determined that some minor expansion activities
must be performed on the existing Infiltration Basin 2 in order to achieve its design capacity. For
clarity of these corrective action activities, please see the Corrective Action Overview Map
provided under Appendix C.
DRAINAGE BASIN #3
This 798 s.f. drainage area is composed of the residual portion of the development's existing
northern access located between the slotted drain serving Drainage Basin #land the drive sloping
down to the adjoining Arch St. roadway section. This drainage basin was minimized to the
maximum extent practicable and should be considered negligible with regards to stormwater runoff.
2

DRAINAGE BASIN #4
This 0.32 ac. drainage area is composed of the development's existing subsurface wastewater water
disposal field (active and repair) and surrounding undeveloped area. This drainage basin contains
minimal to no impervious improvements, existing or proposed, and should be considered negligible
with regards to stormwater runoff.
See the Updated Infiltration Basin Operation and Maintenance Agreements executed and attached to
this permit application for Infiltration Basins IA & I B and Infiltration Basin 2.
3

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CORRECTIVE MAINTENANCE AND EXPANSION
ACTIVITIES NECESSARY TO BRING THE EXISTING
STORMWATER MEASURES INTO COMPLIANCE WITH
THE LATEST STORMWATER MANAGEMENT PLAN
PLEASE REFERENCE THE STORMWATER
MANAGEMENT PLAN AND DETAILS ON SHEETS
AND 6 OF THE ISLAND LAND CENTRE
CONSTRUCTION PLANS PREPARED BY BISSELL
PROFESSIONAL GROUP AND REVISED 6-14-13
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An on -site visit was conducted by David M. Ryan, P.E. of Bissell Professional Group, on June
27, 2005 to investigate the existing groundwater profiles through on -site soil borings for the
determination of suitability for the proposed Stormwater management system. A total of (6) soil
borings were taken, the locations of which are indicated on the stormwater plan sheet and are
described as follows. Two borings, B] and B2, were taken in the area of proposed infiltration
basin 42, just south of Arch St. right-of-way, in the lots northwestern comer. A single boring,
B6, was taken along the parcels western boundary to also determine the soil wetness conditions
in the proximity of the grassed inlet swale that transitions into the southern portion of Basin #2.
Two more borings, B3 and B4, were taken in the area of proposed infiltration basin #1, again,
just south of the Arch St. right-of-way, but in the lots northeastern comer. A single boring, B5,
was taken just off the lots eastern boundary in the area of proposed infiltration basin #3. Once the
above borings were completed, a survey field crew located the existing ground elevation in
conjunction with the previously determined groundwater elevations. Based on the investigation
of the (6) soil profiles, it is concluded that the seasonal high water level is located at 7.5' above
msl, which is the highest elevation at which soil wetness was measured in all of the borings
taken. This soil investigation provided the useful information necessary in determining the size,
type, and location of stormwater drainage improvements for the associative developmental
activities. The following is a summary of the soils typically found within the project boundary
limits;
?O, 'FESSj
L 9

Soil Boring B1
Soil Series: Newhan Fine Sand
Vegetation: None
Groundwater Elevation: 6.72' fmsl
Existing ground elevation: 10.02' fmsl
Slope: 0-2%
Depth
Description
0-2.5"
Dark brown topsoil
2.5"-22"
Light brown loamy sand layer
22"
Pea Gravel
22" -30"
Light brown sandy loam layer
30" —36"
Grayish Sandy Loam W/ Organics
36"
Soil wetness (SHWL) 7.02' fmsl
36" —41"
Grayish Sandy Loam
41"
Current water table
Location: Northwestern corner of lot, in area of infiltration basin PZ" 1T.�:>
Soil Boring B2
Soil Series:
Newhan Fine Sand
Vegetation:
None
Groundwater Elevation: 6.91' fmsl
Existing ground elevation: 9.51' fmsl
Slope: 0-2%
Depth
Description
0-23"
Brown/Dark brown Sandy Loam w/ Orgaincs
23"-34"
Brown loamy sand layer
26"
Soil wetness (SHWL) 7.34' fmsl
34"
Current water table
Location: Northwestern corner of lot, in area of infiltration basin q/1.Ij
Soil Boring B3
Soil Series:
Newhan Fine Sand
Vegetation:
None
Groundwater Elevation: 6.98' fmsl
Existing ground elevation: 9.68' fmsl
Slope: 0-2%
Depth
Description
0-16"
Coarse Sand
16"-36"
Brown loamy sand layer
28"
Soil wetness (SHWL) 7.35' fmsl
36"
Current water table

Location: Northeastern corner of lot, area of infiltration basin 5Y 1A
Soil Boring B4
Soil Series: Newhan Fine Sand
Vegetation: None
Groundwater Elevation: 7.07' fmsl
Existing ground elevation: 10.97' fmsl
Slope: 0-2%
Depth
Description
0-2.5"
Dark brown topsoil w. organics
2.5"-22"
Loamy sand w/ Gravel layer
22" -48"
Light brown sandy loam layer
42"
Soil wetness (SHWT) 7.47' fmsl
48"
Current water table
Location: Northeastern corner of lot, area of infiltration basin #;K 1A
Soil Boring B5
Soil Series: Newhan Fine Sand
Vegetation: None
Groundwater Elevation: 6.86' fmsl
Existing ground elevation: 11.26' fmsl
Slope: 0-2%
Depth Description
0-2.5" Loamy Sand w/ Gravel
2.5"-56" Light brown sand layer
46" Soil Wetness (SHWT) 7.43' fmsl
56" Current water table
Location: Along eastern property boundary, area of infiltration basin P' g
Soil Boring B6
Soil Series: Newhan Fine Sand
Vegetation: None
Groundwater Elevation: 7.16' fmsl
Existing ground elevation: 11.66' fmsl
Slope: 0-2%
Depth Description
0-60" Light brown Loamy Sand
56" Soil Wetness (SHWT) 6.99' fmsl
60" Current water table
Location: Along western boundary, in southern area of infiltration basin 11�—>

Soil Description
NeC: Newhan Fine Sand: This 0 to 10 percent sloped, excessively drained, soil is found in dune
areas of the Outer Banks. The permeability is said to be very rapid with the seasonal high water
table being found more than (6) feet below the surface. Permeability is described as being greater
than 20 in/hr.
• Information referenced from United States Department of Agriculture, Soil Conservation
Service, Soil Survey of Dare County, North Carolina

Michael P. Easley. Governor *:R6
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
`i Alan W. Klimek, P.E. Director
Division of Water Quality
July 26, 2005
Mr. James Geraghty, Managing Partner
Sea Grass, LLC
PO Box 1600
Kitty Hawk, NC 27949
Subject: Stormwater Permit No. SW7050701
Island Land Center
High Density Project
Dare County
Dear Mr. Geraghty:
The Washington Regional Office received a complete Stormwater Management Permit
Application for Island Land Center on July 21, 2005. 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 21-1.1000. We are forwarding
Permit No. SW7050701 dated July 26, 2005, for the construction of the subject project.
This permit shall be effective from the date of issuance until July 26, 2015, 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, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Scott Vinson, or me at [phone].
. Sincerely,
A-J
Al Hodge
Regional Supervisor
Surface Water Protection Section
AH/sav: C:\STORMWAT\PERMIT\SW7050701
cc: David Ryan, PE
Wre County Building Inspections
ashington Regional Office
Central Files
North Carolina Division of Water Quality Washinglon Regional Office i'hone [phone] FAX [phone] Customer Service
Internet: h2o.emstate.nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
`hC .n nhm

State Stormwater Management Systems
Permit No. SV 7050701
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
Sea Grass, LLC
Island Land Center
Dare County
FOR THE
construction, operation and maintenance of three infiltration basins 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.
This permit shall be effective from the date of issuance until July 26, 2015, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
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
control has been designed to handle the runoff from 53,142 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
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.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7050701 ;
6. The following design criteria have been provided in the infiltration basin and must
be maintained at design condition:
a. Site Area, acres:
2.05
Basin 1
Basin 2
Basin 3
b.
Drainage Area to Basins, acres:
0.50
0.70
0.85
c.
Total Impervious Surfaces, ftZ:
12,812
23,117
17,213
d.
Design Storm, inches:
1
1
1
e.
Basins Depth, feet:
1.00
1.00
2.50
f.
Bottom Elevation, FMSL:
10.0
.10.0
10.0
g.
Bottom Surface Area, ftZ:
3,238
3,393
320
h.
Bypass Overflow Elevation, FMSL:
11.0
11.0
12.5
i.
Permitted Storage Volume, ft3:
3,706
4,120
3,516
j.
Type of Soil:
Newhan fine sand
k.
Expected Infiltration Rate, in/hr:
10
10
10
I.
Seasonal High Water Table, FMSL:
7.5
7.5
7.5
M.
Time to Draw Down, hours:
1.38
1.46
13.24
n.
Receiving Stream/River Basin:
Kitty Hawk Bay / Pasquotank
o.
Stream Index Number:
30-18
P. Classification of Water Body: "SC"
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.
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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW7050701
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.
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.
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 for a minimum of ten years from the date of the completion of
construction.
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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7050701
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.
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.
3. 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.
4. 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.
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.
Permit issued this the 26`h day of July, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SV 7050701
Island Land Center
Stormwater Permit No. SW7050701
Designer's Certification
1, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW7050701
Certification Requirements:
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.
cc: NCDENR-DWQ Washington Regional Office
Dare County Building Inspections
Page 7 of 7

' OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
c4r,5 c4y �e es, State of North Carolina
Department of Environment and Natural Resources
%t 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):
Sea Grass LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
James Geraghty, Managing Partner
3. Mailing Address for person listed in item 2 above:
P.O. Box 1600
SWAtK �/i/ems
�2 v/
City Kitty Hawk
State
NC
Zip: 27949
Telephone Number:
(252)
261-4010
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans.
specifications, letters, operation and maintenance agreements, etc.):
Island Land Center
5. Location of Project (street address):
101 West Arch Street
City Kill Devil Hills
Dare
6. Directions to project (from nearest major intersection):
Located on the southwestern comer of the intersection of West Arch Street and U.S. 158
7. Latitude: 36.02°N Longitude: 75.65°W of project
8. Contact person who can answer questions about the project:
Name: Jim Geraghty Telephone Number: [phone]
II. PERMIT INFORMATION:
1. Specify whether project is (check one) X New Renewal Modification
RECEIVED
JUL 21,200-
Form SWU-101 Version 3.99 Page I of DWQ
PROJ #

2. If this application is being submitted as a 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 X High Density _Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDEI
Information on required state permit 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 stornwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stornwater runoff from all impervious surfaces will flow overland into (3)
dry infiltration basins.
2. Stormwater runoff from this project drains to the Pasquaotank River Basin
3. Total Project Area: 2.05
acres 4. Project Built Upon Area: 59.38%
5. How many drainage areas does the project have? 3
6. 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 I
Drainage Area 2
Drainage Area 3
Receiving Stream Name
Kitty Hawk Bay
Kitty Hawk Bay
Kitty Hawk Bay
Receiving Stream Class
SC
SC
SC
Drainage Area
21,622.48 s.f / 0.50 acre
30,628.84 s.f / 0.70 acres
37,236.58 s.f/ 0.85 acres
Existing Impervious* Area
0.0 s.f. / 0.0 ac.
0.0 s.f. / 0.0 ac.
0.0 s.f. / 0.0 ac.
Proposed Impervious* Area
12,812 s.f. / 0.29 acres
23,117 s.f. / 0.53 acres
17,213 s.f. / 0.40 acres
Impervious* Area (total)
59.25%
75.47%
46.23%
Impervious* Surface "Area"
Drainage. Area I
Drainage Area 2
-Drainage Area 3
Future On -Site Buildings
1,500 s.f. / 0.03 acres
4,134s.f / 0.09 acres
5,564 s.f/ 0.13 acres
On -Site Streets
0.0 s.f. / 0.0 acres
0.0 s.f. / 0.0 acres
0.0 s.f. / 0.0 acres
On -Site Parking
9,985 s.f. / 0.23 acres
15,643 s.f. / 0.36 acres
11,260 s.f. / 0.26 acres
Other On -Site
1327s.f. / 0.03 acres
3,340 s.f. / 0.08 acres
389 s.f. / 0.01 acres
Off -Site
0.0 s.f. / 0.0 acres
0.0 s.f. / 0.0 acres
0.0 s.f. / 0.0 acres
N Impervious* Area (total)
59.25%
75.47%
46.23%
*lmpervious 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 3.99 Page 2 of

7. How was the off -site impervious area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized 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.
1. The following<covenants are intended to ensure ongoing compliance with state stormwater management permit
number )(,) % 0 S� % o J as issued by the Division of Water Quality. These covenan
may not be changed or delted without consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include
wood decking or the water surface ofswimming pools.
3. Swales shall not be filler! in, piped, or altered except as necessray to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification
prior to construction.
5. All permitted runofffrom outparcels orfuture development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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 SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

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 Regional Office.
Please indicate that you have provided the following required information by initaling in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
.� DMR.
• One copy of the applicable Supplement Form(s) for each BMP
D MI2
• Permit application processing fee of $420 (payable to NCDENR) —
Mz
• Detailed narrative description of stormwater treatment/management
— bM L-
• Two copies of plans and specifications, including:
DA4
- Development/Project Name
- Engineering 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)
VI I. AGENT AUTHORIZATION
If you wish to desginate 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 C/O DAVi b M. P IAM, PE.
Mailing Address: P.O. Box 1068
City Kitty Hawk State: NC Zip
Phone: [phone] Fax:
27949
[phone]
Vill APPLICANT'S CERTIFICATION
( `
I, (print or type name ofperson listed in General Information, item 2) Y�A7tC..
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 requuirements of 15A
NCAC 2H .100Q. 2
Dale:
U
FonnSWU-101 Version3.99 Page 4of4

F.
Permit No. S%1f !i '�
to e provr e y
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
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
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : Island Land Center
Contact Person: Jim
Phone Number: 1252 261-4010
This worksheet applies to: Basin No. 1 in Drainage Area 1
(as identified on plans) (from Form SWU-101)
IL DESIGN INFORMATION Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type
Newhan fine sand
Infiltration Rate
1011+
in/hr or cf/hr/sf (circle appropriate units)
SHWT Elevation
7.5'
fmsl (Seasonal High Water Table elevation)
Basin Design Parameters
Design Storm
1.0
inch (1.5 inch event for SA waters, 1 inch event for others)
Design Volume
1051
c.f.
Drawdown Time
1.4
hrs
Basin Dimensions
(irregular geometry see attached plan)
Basin Size
ft. x ft. = sq. ft. (bottom dimensions)
Basin Volume Provided
3,706.5
c.f. Top of Basin Area: 4,175 s.f.
Bottom of Basin Area: 3,238 s.f.
Basin Elevations
Bottom Elevation
10.0
fmsl
Storage Elevation
"Cop Elevation
10.28
11.0
fmsl
fmsl
F,,ECBIVE
JUL 21 2005
DW@
Page 1 of 3 PROJ #
Form SWU-103 Rev.3.99

III. REQUIRED ITEMS CHECKLIST
0
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Coe
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate .that the following design 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. Attach justification if a requirement has not been met.
Applicants Initials
bMIZ a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
DN1 rL b. System is located at least 100 feet from water supply wells.
b PA1?, c. Bottom of system is at least 2 feet above the .seasonal -high .water table.
bM[Z- d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
WIZ e. System is not sited on or in fill material or DWQ approval has been obtained.
DMCG f. System, is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
L)MM g.
Drainage area for the device is less than 5 acres.
h.
Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
bMT, i.
System captures and infiltrates the runoff front the fist 1 0 hch. of rainfall (1.5 inch event
for areas draining to SA waters ). Design volume and infiltration calculations attached.
j.
System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
daM CG k.
All side. slopes stabilized with vegetated cover are no steeper than 3:1 (H:V). '
DMR 1.
A pretreatment device such as a catch basin, grease trap, filter strip, grassed Swale or
sediment trap is provided.
pM2 in.
Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches
N/n. PrsoaneD
or dense vegetative cover is provided.
3ToMMPG- W
Sx or n.
Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
r'^"W,�
length is 50 feet for SA waters, 30 feet for other waters).
L)MfL o.
Flow distribution mechanism within the basin is provided.
�M2 p,
A benchmark is provided to determine the sediment accumulation in the pretreatment
device.
(sue NOTE A q.
Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r.
System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days.. A soils report and all
pertinent draw -down calculations are attached.
DMIZ s.
Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3- --

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
y AAS L
When the design depth reads 0- V5' feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of 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
c ';�LiI —
Q�1 s QV ,np.
Note: The legaky-rWponsible 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.
LAD • 1..—_10Lf!'e4 1 , a Notary Public forthe State of County of «
do hereby certify that G personally appeared before me this
day of 2 5and acknowledge the due execution of the orgoing infiltration basin maintenance requirements.
Witness my hand and official seal,
SEAL
am
IAL SEAL", North Carolinay of DereW. Warren4/10/2010
My commission expires 4 - 1 O • ( I]
Page 3 of 3

Permit No. o:52 z2 b7�
(ta De provided iprovireedi b�`V'
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete Stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all Stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : Island Land Center
Contact Person: Jim Geraghty Phone Number: 1252 261-4010
This worksheet applies to: Basin No. 2 in Drainage Area 2
(as identified on plans) (from Form SWU-101)
II. DESIGN INFORMATION Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type Newhan fine sand
Infiltration Rate
1011+
in/hr or c9hr/sf (circle appropriate units)
SH WT Elevation
7.5'
fmsl (Seasonal High Water Table elevation)
Basin Design Parameters
Design Storm
1.0
inch (L5 inch event for SA waters, I inch event for others)
Design Volume
1861
c.f.
Drawdown Time
1.46
hrs
Basin Dimensions
(irregular geometry see attached plan)
Basin Size
ft. x ft. = sq. ft. (bottom dimensions)
Basin Volume Provided
4,120.0
c.f. Top of Basin Area: 4,846 s.f.
Bottom of Basin Area: 3,393 s.f.
Basin Elevations
Bottom Elevation
10.0
fmsl RIECENT'�
Storage Elevation
10.45
fmsl
Top Elevation
11.0
fmsl JUL 2 12005
DWQ
PROJ #

III. REQUIRED ITEMS CHECKLIST
e
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative roc'
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate -that the following design 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. Attach justification if a requirement has not been met.
Applicants Initials
.bM IZ a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
D f"L b. System is located at least 100 feet from water supply wells.
�Q c. Bottom of system is at least 2 feet above the .seasonal -high water table.
�1UiZ d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
�M2 e. System is not sited on or in fill material or DWQ approval has been obtained.
DM2 f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
DMR g. Drainage area for the device is less than 5 acres.
bM Q. h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
MIL i. System captures and infiltrates the runoff from the first 1 O'inch. of rainfall (1.5 inch event
for areas: draining to SA waters ). Design volume. and infiltration calculations attached.
bA41L j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
DMIZ, k. All side, slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
bf'l . 1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swage or
sediment trap is provided.
pM2 in. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches
N/a Prrov,er=p or dense vegetative cover is provided.
SToMM-6- W
S2 az aI' n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
Tr'^'GZ7 length is. 50.feet for SA waters, 30 feet for other waters).
bMa- o. Flow distribution mechanism within the basin is provided.
DM2 p. A benchmark is provided to determine the sediment accumulation in the pretreatment
device.
(ssE NOTE µ q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r>Ak r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days.. A soils report and all
pertinent draw -down calculations are attached.
�iMtZ s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
- Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain A maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
MSL
When the design depth reads IPZL feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H A000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of 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. c
Print Name and Title: ���P lli5 l%� t�� C r `r Nt N ("(Y\s �OtV�Y�i
Address: �.d - �0 to D i7 ��, , i i t. I. Yk 1(4 _�L 7 9 ( (,r-7
:�_ a
Note: The lej�jWresponsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, A.w6sire LA-.; r fLr7 a Notary Public for theStateof " / fie, fE County of
do hereby certify that QCtl� " _� personally appeared before me this
day of4:;7). LtAal_ _,2-00— , and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and official seal, ,
Notary Publio, North Caroliria
County of Dare
Nancy W. Warren
ly Commission Exoires 4/10/201
My commission expires J • 1 D - t iJ
Page 3 of 3

Permit No. Sw%QS
to e prom e
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
Thisform may be photocopiedfor use as an original
DWO Stormwater Manasement Plan Review:
A complete stormwater management plan submittal includes a Stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all Stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : Island Land Center
Contact Person: Jim
Phone Number: (252 261-4010
This worksheet applies to: Basin No. 3 in Drainage Area 3
(as identified on plans) (from Form SWU-101)
11. DESIGN INFORMATION Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type
Newhan fine sand
Infiltration Rate
1011+
in/hr or Cf/hr/Sf (circle appropriate units)
SIIWT Elevation
7.5'
finsl (Seasonal High Water Table elevation)
Basin Design Parameters
Design Storm
1.0
inch (1.5 inch eventfor SA waters, 1 inch eventfor others)
Design Volume
1390
c.f.
Drawdown Time
13.24
firs
Basin Dimensions
Basin Size
(irregular geometry see attached plan)
ft. x ft. = sq. ft. (bottom dimensions)
Basin Volume Provided 3,516.3 c.f.
Basin Elevations
Bottom Elevation 10.0 frisl
Storage Elevation
Top Elevation
10.99 frisl
12.5 fmsl
Top of Basin Area: 2,493 s.f.
Bottom of Basin Area: 320 s.f.
RECEIVED
JUL 2 1 2005
DWQ
PROJ #

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Coe
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design 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. Attach justification if a requirement has not been met.
Applicants Initials
DMIZ a.
Drat (Z b.
bmvz c.
bMfZ- d.
Wi•L e.
DMrr. f.
AMR. g.
bMIZ
DMIz
pMR-
u/oS Vr[Ovin60
'5To¢AisE 1N
r=xc E o P'
ri^A&Zj
pAM2.
OAn2
66E NOTE A
tvt IZ.
System is located 50 feet from class SA waters and 30 feet from other surface waters.
System is located at least 100 feet from water supply wells.
Bottom of system is at least 2 feet above the seasonal high water table.
Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
System is not sited on or in fill material or DWQ approval has been obtained.
System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
Drainage area for the device is less than 5 acres.
Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
System captures and infiltrates the runoff from the first 1.0 inch of rainfall (I.5 inch event
for areas draining to SA waters ). Design volume and infiltration calculations attached.
System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V). ..
1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swage or
sediment trap is provided.
in. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches
or dense vegetative cover is provided.
n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
p. A benchmark is provided to determine the sediment accumulation in the pretreatment
device.
q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days.. A soils report and all
pertinent draw -down calculations are attached.
DMM s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
' MSL
When the design depth reads �d•62g " feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H A000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of 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 part. h
I, 1 �Q-nC gl ' l.t-r`L'flQ�'7 , a Notary Public for � the State
. do hereby certify that Cgl^'1 l?�r Jt
day of `. /L)IAL-9—_, �P�and acknowledge the due execution of
hand and official seal,
Notary Public. North Carolina
County of Dare
Nancy W. Warren
commission
fanda
this
ements.
Page 3 of 3

e
4
w 3
., mrm. M.
RECEIVED
JUL 2 1-2005
DWQ
PROJ #

:;��
. i �

INFILTRATION BASIN ANALYSIS FILENAME: C:\STORMWAT\INBASIN\050701.WK1
PROJECT NUMBER: SW7 050701
PROJECT NAME: Island Land Center
DRAINAGE BASIN: Pasquotank
RECEIVING STREAM: Kitty Hawk Bay
Index No.: 30-18
SITE AREA: 2.05 acres
IMPERVIOUS AREA CALCULATION
Buildings
Parking & Streets
Concrete & SW
Other/Future
TOTAL
Drainage Area =
% Impervious, 1=
Cc=
Rv=
SHWT Elev.=
Infiltration Rate, In/hr =
Bottom Elevation=
Bottom Surface Area =
Top Elevation =
TopF Surface Area =
Design Storm =
Design Volume =
Total Volume Available=
Storage met at elevation=
Time to Draw Down =
DATE: 26-Jul-05
REVIEWER: SAV
CLASS: SC
If ORW, is site within the 575' AEC?
Place a 1 in this box if Rational is used
Basin 1
1500
9985
1327
0
Basin 2
4134
15643
3340
0
Basin 3
5564
11260
389
0
Basin 4
Basin 5
12812
i�i 23117p
�17213 d�.��
O.ii
21622.48
30628.84
37236.58
59.25%
75.47%
46.23%
#DIV/0!
#DIV/0!
0.08
0.05
0.11
#DIV/0!
#DIV/0!
0.58
0.73
0.47
#DIV/0!
#DIV/0!
7.5
7.5
7.5
10
10
10
10
10
10
3238
3393
320
11
11
12.5
4175
4846
2493
1
1
1
1050.9937
1861.39517
1446.12742
#DIV/0!
#DIV/0!
3706.5
4119.5
3516.25
0
0
10.283554
10.4518498
11.0281745
#DIV/0!
#DIV/0!
0.0027048
0.00457166
0.03765957
#DIV/0i
#DIV/0!
sf
sf
sf
sf
sf
sf
fmsl
in/hr
in
cf
cf
ft
hrs.
taken from P.E. calcs. -- 1.4 hrs 1.46hrs. 13.24
25 YEAR 24 HOUR STORM Intensity, i,= 8 inches / 24 hours =.33 in/hr.
Qr= C i A = 0.01 0.01 I 0.03 I #DIV/0! I #DIV/0! cfs
Qp thru bottom of basin= 2698.33 1 2827.50 266.67 0.00 0.00 cfs
10 YEAR 10 MIN HIGH INTENSITY EVENT Intensity, i, = 7 in/hr
Volume = 169.90 I 144.86 I 386.13 1 #DIV/0! #DIV/0! cfs
COMMENTS
Volume and drawdown are within Design Requirements.
C

II. Stormwater Manaclement Narrative:
The following developmental activities require a stormwater management permit under Rule .1003 of
the NCDENR Division of Water Quality Administrative Code for Stormwater Management, 15A
NCAC 2H.1000. Developmental activities will result in the project being permitted pursuant with Rule
.1005 (2) (b), High Density Projects, with proposed built -upon area of 30% or greater, with best
management practices being employed via; vegetative buffers, an infiltration basin, and a wet pond
infiltration basins. The intent of this application, to the maximum extent possible, is to employ the best
management practices for all proposed developmental activities. This project will consist of the
construction of (6) buildings with associative roadway and drainage and utility infrastructure
improvements to service the proposed Island Land Center commercial complex located at the
intersection of U.S. 158 and Arch St., (36.020N, 75.650W), in the township of Kill Devil Hills, Dare
County, North Carolina.
The proposed developmental activities are as follows;
a) Total tract area: 2.05 ac.
b) Construction of 0.26 ac. containing (6) two-story frame office structures.
c) Construction of 0.12 ac. of proposed concrete walks and covered decks
d) Construction of approximately 0.85 ac. of proposed asphalt ingress/egress drives and associative
parking.
Drainage improvements include the construction of (3) individual dry infiltration basins with catch
basin and flume inlets.
An on -site visit was conducted by David M. Ryan, P.E. of Bissell Professional Group, on June
27, 2005 to investigate the existing groundwater profiles through on -site soil borings for the
determination of suitability for the proposed Stormwater management system. A total of (6) soil
borings were taken, the locations of which are indicated on the stormwater plan sheet and are
described as follows. Two borings, B1 and B2, were taken in the area of proposed infiltration
basin #2, just south of Arch St. right-of-way, in the lots northwestern comer. A single boring,
B6, was taken along the parcels western boundary to also determine the soil wetness conditions
in the proximity of the grassed inlet Swale that transitions into the southern portion of Basin #2.
Two more borings, B3 and B4, were taken in the area of proposed infiltration basin #1, again,
just south of the Arch St. right-of-way, but in the lots northeastern comer. A single boring, B5,
was taken just off the lots eastern boundary in the area of proposed infiltration basin #3. Once the
above borings were completed, a survey field crew located the existing ground elevation in
conjunction with the previously determined groundwater elevations. Based on the investigation
of the (6) soil profiles, it is concluded that the seasonal high water level is located at 7.5' above
msl, which is the highest elevation at which soil wetness was measured in all of the borings
taken. This soil investigation provided the useful information necessary in determining the size,
type, and location of stormwater drainage improvements for the associative developmental
activities. The following is a summary of the soils typically found within the project boundary
limits; \x0111111!//��////
RMVVDD = L v _
U U V 2295C 5 '% o'.Ncl%
DwtbwQ
-- 7

Soil Boring B1
Soil Series: Newhan Fine Sand
Vegetation: None
Groundwater Elevation: 6.72' fmsl
Existing ground elevation: 10.02' fmsl
Slope: 0-2%
Depth Description
0-2.5" Dark brown topsoil
2.5"-22" Light brown loamy sand layer
22" Pea Gravel
22" -30"
Light brown sandy loam layer
30" —36"
Grayish Sandy Loam W/ Organics
36"
Soil wetness (SHWL) 7.02' fmsl
36" —41"
Grayish Sandy Loam
41"
Current water table
Location: Northwestern corner of lot, in area of infiltration basin #2
Soil Boring B2
Soil Series:
Newhan Fine Sand
Vegetation:
None
Groundwater Elevation: 6.91' fmsl
Existing ground elevation: 9.51' fmsl
Slope: 0-2%
Depth
Description
0-23"
Brown/Dark brown Sandy Loam w/ Orgaincs
23"-34"
Brown loamy sand layer
26"
Soil wetness (SHWL) 7.34' fmsl
34"
Current water table
Location: Northwestern corner of lot, in area of infiltration basin #2
Soil Boring B3
Soil Series:
Newhan Fine Sand
Vegetation:
None
Groundwater Elevation: 6.98' fmsl
Existing ground elevation: 9.68' fmsl
Slope: 0-2%
Depth
Description
0-16"
Coarse Sand
16"-36"
Brown loamy sand layer
28"
Soil wetness (SHWL) 7.35' fmsl
36"
Current water table
R,ECEY VEIS
JUL 2 12005
DWQ
PROJ #

Location: Northeastern corner of lot, area of infiltration basin #1
Soil Boring B4
Soil Series: Newhan Fine Sand
Vegetation: None
Groundwater Elevation: 7.07' fmsl
Existing ground elevation: 10.97' fmsl
Slope: 0-2%
Depth
Description
0-2.5"
Dark brown topsoil w. organics
2.5"-22"
Loamy sand w/ Gravel layer
22" -48"
Light brown sandy loam layer
42"
Soil wetness (SHWT) 7.47' fmsl
48"
Current water table
Location: Northeastern corner of lot, area of infiltration basin #1
Soil Boring B5
Soil Series: Newhan Fine Sand
Vegetation: None
Groundwater Elevation: 6.86' fmsl
Existing ground elevation: 11.26' fmsl
Slope: 0-2%
Depth Description
0-2.5" Loamy Sand w/ Gravel
2.5"-56" Light brown sand layer
46" Soil Wetness (SHWT) 7.43' fmsl
56" Current water table
Location: Along eastern property boundary, area of infiltration basin #3
Soil Boring B6
Soil Series: Newhan Fine Sand
Vegetation: None
Groundwater Elevation: 7.16' fmsl
Existing ground elevation: 11.66' fmsl
Slope: 0-2%
Depth Description
0-60" Light brown Loamy Sand
56" Soil Wetness (SHWT) 6.99' fmsl
60" Current water table
Location: Along western boundary, in southern area of infiltration basin #2

Soil Description
NeC: Newhan Fine Sand: This 0 to 10 percent sloped, excessively drained, soil is found in dune
areas of the Outer Banks. The permeability is said to be very rapid with the seasonal high water
table being found more than (6) feet below the surface. Permeability is described as being greater
than 20 in/hr.
• Information referenced from United States Department of Agriculture, Soil Conservation
Service, Soil Survey of Dare County, North Carolina
Since the issuance of a sedimentation and erosion control permit, the lot has recently been graded and
is relatively flat across the entire tract. The site is still currently vacant; with no residual debris from
previous development. There are no wetlands within the limits of this site.
All developmental activities are to be designed in conformity with the requirements for application and
issuance of permits for stormwater management systems in 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 the development of land
for residential, commercial, industrial, or institutional uses. The developmental activities, as described
above, have been designed in compliance with the requirements as set forth for stormwater
management within coastal counties Rule .1005, section 3, subparagraph B:
(i) Control systems must be infiltration systems, wet detention ponds, or alternative stormwater
management control systems designed in accordance with Rule .1008;
(ii) Control systems must be designed to control runoff from all surface generated by one inch of
rainfall.
Design of the active stormwater management measures are based on the design criteria indicated in
.1008(d) Infiltration System Requirements, under the NCDENR Division of Water Quality
Administrative Code for Stonnwater Management, 15A NCAC 2H.1000.
The proposed Island Land Center commercial complex development will be located at the intersection
of U.S. Route 158 and West Arch St, (36.020N, 75.65°W), in the township of Kill Devil Hills, Dare
County, North Carolina. The proposed developmental activities have been previously itemized as
outlined in the Proposed Development Activities section above. For the purpose of proper stormwater
management, the project area has been divided into three (3) drainage basins to adequately handle the
runoff from all proposed impervious surfaces. Drainage improvements include the construction of (3)
individual dry infiltration basins, one for each drainage area, as well as drainage flumes, curb and
gutter, and drop inlets to direct nmoff to its appropriate basin.
Stormwater runoff from all proposed impervious surfaces will receive treatment, to the maximum
extent possible, in the form of vegetative buffers, and the infiltration basins. Rip -Rap inflow measure
dams will be placed at all basin inlets for velocity dissipation, to provide sediment collection, and to
aid in infiltration. Again, the site has been divided into three drainage basins, which will accommodate
the rainfall runoff from the developmental activities as described above, (please reference stormwater
management site plan for Drainage Basin Layout).
4

The intent of this design is to provide adequate pollutant filtration measures for stormwater runoff
resulting from the corresponding high -density pockets created by the associative developmental
activities. Vegetative buffers will be provided, to the maximum extent possible, for pollutant filtration.
The vegetative buffer is described as a passive best management practice that provides a small degree
of filtration and pollutant removal from stormwater runoff. The entire basin will be planted with
vegetation as described for the purpose of filtrating small particulate matter and pollutants. This
measure is described as an active best management practice in the treatment of stormwater runoff.
The intent of this design is to use infiltration basins with volumes in excess of three times the required
storage, resulting from the 1.0" design rainfall event, prior to infiltrating into the surrounding sandy
soil. To achieve this, in this particular application, it was necessary to split the project area into two
separate drainage basins. Then calculate the proposed impervious coverage areas for each drainage
basin to determine the required storage volume for the design rainfall event. Measures were designed,
to the maximum extent possible, to treat runoff from the impervious surfaces in accordance with best
management practices.
Below is a breakdown of each drainage basin and for a tabular form of all impervious surface areas
and volume calculations for each basin, please reference the appropriate Stormwater Management
Calculations attached herein.
Drainage Basin #1
The 0.50 acres of drainage basin #1 will consist of the construction of a 9,985 s.f of asphalt
parking and drives, 1327 sf of concrete sidewalks, and 1,500 s.f. of two-story frame
commercial buildings. The proposed improvements will be graded primarily from west to east
to proposed drainage flumes. Runoff velocity from the design storm event will be dissipated
via shallow rip -rap basins placed at each inlet into the pond. These rip -rap basins are
specifically designed for flow reduction and sediment collection. Flow spreaders have also
been provided at each inlet to provide the required flow distribution across the infiltration
basin. This infiltration basin has been designed with an open storage of 3.53 times the
required storage without accounting for any infiltration. Since, however, the provided storage
isjust over two times the required storage, and local soils have such a high rate of
permeability, it is concluded that the temporary pond formed by a rainfall event greater than
3.5 times the design will not overflow and therefore no diversion devices or overflow
measures have been provided. (Reference the attached Drainage Basin Layoutfor delineation ofthe
drainage area boundaries)
Drainage Basin #2
The 0.70 acres of drainage basin #2 will consist of the construction of a 15,643 s.f. of asphalt
parking and drives, 3,340 s.f of concrete sidewalks, and 4,134 s.f. of two-story frame
commercial buildings. The proposed improvements will be graded primarily from west to east
to proposed drainage flumes. Runoff velocity from the design storm event will be dissipated
via shallow rip -rap basins placed at each inlet into the pond. These rip -rap basins are
specifically designed for flow reduction and sediment collection. Flow spreaders have also
been provided at each inlet to provide the required flow distribution across the infiltration
basin. This infiltration basin has been designed with an open storage of 2.21 times the
required storage without accounting for any infiltration. Since, however, the provided storage
is just over two times the required storage, and local soils have such a high rate of
permeability, it is concluded that the temporary pond formed by a rainfall event greater than
2.2 times the design will not overflow and therefore no diversion devices or overflow
measures have been provided. (Reference the attached Drainage Basin Layoutfor delineation ofthe
drainage area.)

Drainage Basin #3
The 0.85 acres of drainage basin #3 will consist of the construction of a 11,260 s.f. of asphalt
parking and drives, 389 s.f. of concrete sidewalks and covered decks, and 5,564 s.f of two-
story frame commercial buildings. The proposed improvements will be graded primarily from
west to east to proposed drainage flumes and drop inlets that drain to the infiltration basin.
Runoff velocity from the design storm event will be dissipated via shallow rip -rap basins
placed at each inlet into the pond. These rip -rap basins are specifically designed for flow
reduction and sediment collection. Flow spreaders have also been provided at each inlet to
provide the required flow distribution across the infiltration basin. This infiltration basin has
been designed with an open storage of 2.43 times the required storage without accounting for
any infiltration. Since, however, the provided storage is just over two and a half times the
required storage, and local soils have such a high rate of permeability, it is concluded that the
temporary pond formed by a rainfall event greater than 2.43 times the design will not
overflow and therefore no diversion devices or overflow measures have been provided.
(Reference the attached Drainage Basin Layout in for delineation of the drainage area boundaries))
Stormwater runoff from all impervious surfaces will receive a form of pollutant and sediment removal
as described in best management practices. The following information is in conformance with the
regulations as specified for high -density development:
1) Proposed impervious coverage of 59.38% over the total development area
2) Provision of a combination of vegetative buffers and infiltration basins along all
proposed developmental activities to collect and transport stonmwater runoff
from all impervious surfaces.
An easement has been set around the perimeter of all the stormwater management basins for the
purpose of operation and Maintenance.
1) Accumulated sediment within the basins should be removed annually or when
the depth of the basin is reduced to 75% of the original design depth. In the case
of the wet pond infiltration basin, sediment should be removed once the
permanent pool depth reaches 75% of its design depth.
2) The shallow riprap basins located at each basin irilet not only serve as flow
reducers but also as the primary sediment collection mechanism. These riprap
basins should be monitored, repaired, and sediment build-up removed, as
necessary.
3) Flow spreaders have been added through out each infiltration basin to provide an
even distribution of runoff and thus pollutants. These mechanisms should be
monitored and maintained, as they are an important part of the function of the
infiltration basins.
6

Drainage Overview Island Land Company 7/21/2005
Total Drainage Area
On -site Drainage Area
Off -.Site Drainage Area
Total Drainage Area
89,488 s.f. or
0 s.f. or
89,488 s.f. or
2.05 ac.
0.00 ac.
2.05 ac.
Subarea
Description
Area
(FT')
Factor
©
Adj. Impervious
Area (FT')
Adj. Impervious
Area (Ac.)
Proposed wood walkways overgreen area
428
0.00
0
0.00
Proposed Asphalt Drives & Parking
36,888
1.00
36,888
0.85
Proposed Building #1
1,500
1.00
1,500
0.03
Proposed Building #]A
192
1.00
192
0.00
Proposed Building #2
1,500
1.00
1,500
0.03
Proposed Building #2A
192
1.00
192
0.00
Proposed Building #3
1,500
1.00
1,500
0.03
Proposed Building#4
2,135
1.00
2,135
0.05
Proposed Building #4A
192
1.00
192
0.00
Proposed Building #5
2,135
1.00
2,135
0.05
Proposed Building #5A
352
1.00
352
0.01
Proposed Building #6
1,500
1.00
1,500
0.03
Proposed Concrete Walkways & Pads
1 5,056
1 7.00
1 5,056 1
0.12
Total Drainage Area ((t `)
Total Project Area (lt z )
Percent Impemious(I)
53,570
53,142 1.23
89,488 2.05
59.38 % (total project area)
oFtr$$/ y
•4p43 `T�
.GIN�2
RECEIVED
JUL 2 12005
DWQ
PROD #

Drainage Basin #1 Island Land Company Infiltration Basin #1 Calculations
Stormwaler Management Calculations
Design Storm Event 1.0 in. rainfall event
Stomiwater Management 15A NCAC 211.1005 3(b)
Soils Report Data
Soil Type* Newhan Fine Sands
Infiltration Rate* (IR) 10 in/hr.
Seasonal High Water Table Elev. ** 7.5 ft. msl
*Taken from the Soil Survey Manual, U.S. Dept. of Agriculture
**Data taken from On -Site Survey Data Collection
Drainage Basin Area Data 1
Total Drainage Area
On -site Drainage Area 21,622 s.f. or 0.50 ac.
Off -Site Drainage Area 0 s.f. or 0 ac.
Total Drainage Area 21,622 s.f. or 0.50 ac.
6/28/2005
Fr i� "KSii6aarea)'T ''�"fL`'
.`v:�D `�sc'riptto"s�+,
'+1•'"'vArea fax'•
(FT )i.1:i©`.t�.Ar'�ea°"F.Tt
�, Factor '
'� Ad/'/m`Per'vtous
AdI�lniper`viouusi
�)� Satar,`z h•
Pro osedAs haltD ves&Parkin
9,985
1.00
91985
0.23
Pro osed Building #6
1,500
1.00
1,500
0.03
Proposed Concrete Walkways
1,327
1.00
1,327
0.03
u unpci now wve�ugc
Percent Impervious(I)
Rv = .05+ .009(I)
Required Pond Volume (ft3) (P17= (1 "I12")xR,xDA t
Basin #IA top surface area
bottom surface area
proposed storage depth
storage volume
Total Storage Volume Provided (SV)
Proposed Ground Elevation
Proposed Average Basin Bottom Elevation (TP el ,)
Proposed Design Storage Elevation (S "u )
Storage Volume Provided>Storage Volume Req'd
Ratio of storage volume provided to storage volume required
Drawdown Calculations, Qdrawdown = (SV/SAbottom)/IR
Total Storage Volume Provided
Proposed Basin Bottom Surface Area (SA tbaa,„ )
Soil Infiltration Rate 10.00 in/hr
Drawdown Period
Drawdown Period
Drawdown Period is < 5 days
O.K.
RFJCBTVED
JUL 21 2005
1L,P)1L
59.25
%
0.58
1,051
ft3
4,175
s.f
3,238
s.f.
1.00
ft.
3,707
cu.ft.
3,707
cu.ft.
11.00
ft. msl
10.00
ft. msl
10.28
ft. msl
O.K.
3.53
3,707 ft3
3,238 ft2
0.83 ft3/hr/ft2
1.38 hrs
0.06 days
0.29
DW@
PROJ #

,.i.
"`, .1 . ,
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� ..
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i
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Drainage Basin #2 Island Land Company -Infiltration Basin #2 Calculations
Stormwater Management Calculations
Design Stomn Event 1.0 in. rainfall event
Stonnwater Management 15A NCAC 2H.1005 3(b)
Soils Report Data
Soil Type* Newhan Fine Sands
Infiltration Rate* (IR) 10 imbr.
Seasonal High Water Table Elev.** 7.5 ft. ntsl
*Taken fronn the Soil Survey Manual, U.S. Dept. of Agriculture
**Data taken from On -Site Survey Data Collection
Drainage Basin Area Data
2
On -site Drainage Area
30629 s.f. 0.70 ac.
Off -Site Drainage Area
0 ac. 0 ac.
Total Drainage Area
30629 s.f. 0.70 ac.
7/21/2005
Subarea
_ Description
Area
(FT')
Factor
p
Adj. Impervious
Area (FT') _
Adj. Impervious
Area (Ac.)
Proposed Building #1
1,500
1.00
1,500
0.03
Proposed Building #IA
192
1.00
192
0.00
Proposed Building #2
1,500
1.00
1,500
0.03
Proposed Building #2A
192
1.00
192
0.00
Proposed Building #3 (112 of overall area)
750
1.00
750
0.02
Proposed Asphalt Parking&Drives
15,643
1.00
15,643
0.36
Proposed Concrete Walkways
3,340
1.00
3,340
0.08
Total Drainage Area (ft r) 23,117
0.53
Calculated Impervious Coverage
23,117
0.53
Percent Impervious(1)
75.47
%
Rv = .05+ .009(l)
0.73
Required Pond Volume (ft3) = (P7l2")xR,xDA t
1,861
cu.ft.
Basin top surface area
4,846
s.f
Basin bottom surface area
3,393
s.f.
Basin total storage volume
4,120
cu.ft.
Proposed Basin Average Storage Depth
1.0
ft.
Total Storage Volume Provided (SV)
4,120
cu.ft.
Proposed Ground Elevation
11.00
ft. msl
Proposed Average Basin Bottom Elevation (TP,,,,)
10.00
ft. msl*
Proposed Storage Elevation (Sete)
10.45
ft. msl*
Storage Volume Provided>Storage Volume Req'd
O.K.
Ratio of storage voltune provided to storage volume required
2.21
Drawdown Calculations, Qdrawdown = (SV/SAbottom)/IR
Total Storage Volume Provided 4,120 ft'
Proposed Basin Bottom Surface Area (SAb„o ,) 3,393 ft2
Soil Infiltration Rate 10.00 in/hr 0.83 ft3/hr/ftz
Drawdown Period 1.46 hrs
Drawdown Period 0.06 days
Drawdown Period is < 5 days O.K.
*Note; Elevations vary over the length of these basins, the elevations denoted refer to the minimum established elevations
, ��\tiui it
0618 4 1.Z14
4•� GIN
i/)ll, pI I1
MIX \���

Drainage Basin #3 Island Land Company Infiltration Basin #3
Stormwater Management Calculations
Design .Sionn Event 1.0 in. rainfall event
Stormwater Management 15A NCAC 2H.1005 3(b)
Soils Report Data
Soil Type* Newhan Fine Sands
Infiltration Rate* (/R) 10 inlhr.
Seasonal High Water Table Elev. ** 7.5 ft. "is/
*Taken front the Soil Survey Manual, U.S. Dept. of Agriculture
**Data taken from On -Site Survey Data Collection
Drainage Basin Area Data
3
On -site Drainage Area
37237 s.f.
Off -Site Drainage Area
0 ac.
Total Drainage Area
37237 s.f.
0.85 ac.
0 ac.
0.85 ac.
7/21/2005
Subarea
Description
Area.
(FT2
Factor
©
Adj. Impervious
Area (FT')
Adj, Impervious
Area (Ac.) _.
Proposed Building #4
2,135
1.00
2,135
0.05
Proposed Building #4A
192
1.00
192
0.00
Proposed Building#5
2,135
1.00
2,135
0.05
Proposed Building #5A
352
1.00
352
0.01
Proposed Building #3 (112 of overall area)
750
1.00
750
0.02
Proposed Asphalt Parking & Drives
11,260
/.00
11,260
0.26
Proposed Concrete Walkways
389
1.00
389
0.01
Total Drainage Area (ft) 17,213
Calculated Impervious Coverage
Percent Impervious(I)
Rv = .05+ .009(I)
Required Pond Volume (ft3) = (1 "l12")xR „xDA t
Basin top surface area
Basin bottom surface area
Basin total storage volume
Proposed Basin Average Storage Depth
Total Storage Volume Provided (SV)
Proposed Ground Elevation
Proposed Averagc Basin Bottom Elevation ('/'Pere )
Proposed Storage Elevation (S ete,)
Storage Volume Provided>Storage Volume Req'd
Ratio of storage volume provided to storage volume required
Drawdown Calculations, Qdrwwdown = (SV/SAbottom)/IR
Total Storage Volume Provided
Proposed Basin Bottom Surface Area (SA yoao„, )
Soil Infiltration Rate 10.00 in/hr
Drawdown Period
Drawdown Period
Drawdown Period is < 5 days
O.K.
17,213
46.23
0.47
1,446
2,493
320
3,516
2.5
3,516
12.50
10.00
11.03
O.K.
2.43
0.40
0.40
211
cu.ft.
s.f
S.f.
cu.ft.
ft.
cu.ft.
ft. msl
ft. ms1
ft. msl
3,516 ft'
320 ft2
0.83 ftl/hr/ft'
13.24 hrs
0.55 days
IIIIII/I
///O�k1D Mi

1U."'amOFFIL0,
uL
7he60aepalfxGertg
Hand Delivered Over-Nite Mail Ex 1 Faxed ❑ Mailed
To: Mr. Scott Vinson Date: June 29, 2005
Division of Water Quality
943 Washington Sq. Mall
Washington, NC 27889
Project: Island Land Center
Express Stormwater
Review
We Transmit:
Herewith: E]
FOR YOUR:
x approval
review & comments .
use
other
Copies
Project No.: 4201
JUL 0 12005
DWQ-WARO
Description Date
2 Site stormwater plans w/ details
2 Application, calculations, narrative
6-29-05
6-29-05
Comments:
Scott,
On behalf of Sea Grass LLC, BPG requests your express review of the proposed
stormwater management plans for the proposed Island Land Center
commercial development in Kill Devil Hills, Dare County, NC. If you have any
comments or questions pertaining to this information, please do not hesitate to
contact me.
Sincerely,
Bissell Professional Group
alJCriIaLC!/d(( xwa4zi
David M. Ryan, P.E.
Project Engineer
P.O. Box 1068 ■ 3512 N. Croatan Hwy. ■ Kitty Hawk, NC 27949
252-261-3266■ Fax:[phone] ■ E-mail: [e-mail]

'-OFFICE.USE`ONLY,.:*3 ,
ate Received
Fee Paid
Permit Number
State of North Carolina SWA CK /Qs-
Department of Environment and Natural Resources g p�
Division of Water Quality REGEkl Fi ED
STORMWATER MANAGEMENT PERMIT APPLICATION FORL O 2�05
This form may be photocopied for use as an original
I. GENERAL INFORMATION ®WQ-WAR®
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project): v��J �V �(
Sea Grass LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
James
Partner
3. Mailing Address for person listed in item 2 above:
P.O. Box 1600
City Kitty Hawk State NC Zip:
Telephone Number: [phone]
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans.
specifications, letters, operation and maintenance agreements, etc.):
Island Land Center
5. Location of Project (street address):
101 West Arch Street
City Kill Devil Hills
County: Dare
6. Directions to project (from nearest major intersection):
Located on the southwestern comer of the intersection of West Arch Street and U.S. 158 (Croatan Highway)
7. Latitude: 36.02°N Longitude: 75.65°W of project
8. Contact person who can answer questions about the project:
Name: Jim
II. PERMIT INFORMATION:
1. Specify whether project is (check one) X New
Telephone Number: [phone]
Renewal Modification
Form SWU-101 Version 3.99 Page I of

2. If this application is being submitted as a 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 X High Density _Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDEI
Information on required state permit can be obtained by contacting the Customer Service Center at
1-877-623-6748
HI. 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.
Stormwater runoff from all impervious surfaces will flow overland into
2. Stormwater runoff from this project drains to the Pasquaotank
River Basin
3. Total Project Area: 2.05 acres 4.
Project Built Upon Area:
58.55%
5. How many drainage areas does the project have? 3
6. 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.
z „ i-IUsih-informations° "'';v.;
, °",Drains e;Ar'ea,l;
g __
o a u iri
* µ DramagerArea 2 ;,a_
_.r1 '- r
.I Dramage:AkN 3J� ;` a
Receiving Stream Name
Kitty Hawk Bay
Kitty Hawk Bay
Kitty Hawk Bay
Receiving Stream Class
Sc
SC
Sc
Drainage Area
21,622.48 s.f / 0.50 acre
30,628.84 s.f / 0.70 acres
37,236.58 s.f/ 0.85 acres
Existing Impervious* Area
0.0 s.f. / 0.0 ac.
0.0 s.f. / 0.0 ac.
0.0 s.f. / 0.0 ac.
Proposed Impervious* Area
12,812 s.f. / 0.29 acres
23,117 s.f. / 0.53 acres
16,463 s.f. / 0.38 acres
Impervious* Area (total)
59.25%
1 75.47%
i 44.21%
* a
,,,-�Almpervimts Smface:AreaJ_,,,,
', .Drainage,Ar6a(v q
(/+", Wage APea�2�j° _
, "1. jDramage Q eao` ,
Future On -Site Buildings
1,500 s.f. / 0.03 acres
4,134s.f. / 0.09 acres
4,914s.f/ 0.11 acres 10.4
On -Site Streets
0.0 s.f. / 0.0 acres
0.0 s.f. / 0.0 acres
0.0 s.f. / 0.0 acres
On -Site Parking
9,985 s.f. / 0.23 acres
15,643 s.f. / 0.36 acres
11,260 s.f. / 0.26 acres
Other On -Site
1327s.f. / 0.03 acres
3,340 s.f. / 0.08 acres
389 s.f. / 0.01 acres
Off -Site
0.0 s.f. / 0.0 acres
0.0 s.f. / 0.0 acres
0.0 s.f. / 0.0 acres
% Impervious* Area (total)
59.25%
75.47%
44.21%
*lmpervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
FonnSWU-101 Version3.99 Page 2of4

- Or,
m �cti...yc Ywr �c asw:..u)

7. How was the off -site impervious area9isted above derived?„ , N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized 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.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number S W 7 0 > 0% �0 I as issued by the Division of Water Quality. These covenan
may not be changed or delted without consent of the State.
2. No more than square feet ofany lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include
wood decking or the water surface ofswimming pools.
3. Swales shall not be filled in, piped, or altered except as necessray to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification
prior to construction.
5. All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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 farm(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 SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

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 Regional Office.
1. Please indicate that you have provided the following required information by initaling in the space provided
next to each item.
Initials
Original and one copy of the Stormwater Management Permit Application Form I�M2
One copy of the applicable Supplement Form(s) for each BMP
Permit application processing fee of $420 (payable to NCDENR) M
Detailed narrative description of stormwater treatment/management DMA
Two copies of plans and specifications, including: �M
- Development/Project Name
- Engineering 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 desginate authority to another individual or firm so that they may provide information on your
behalf, please complete this section. I - -
Designated agent (individual or firm): Bissell Professional Group C/o J)AVI b A4. ZC (AN, p E.
Mailing Address: P.O. Box 1068
City Kitty Hawk State: NC
Phone: [phone]
Zip
Fax:
27949
[phone]
VII1 APPLICANT'S CERTIFICATION
I, (print or type name ojperson listed in General Information, item 2) y\/Ot
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 regorded, and that the proposed project complies with the requuirements of 15A
NCAC 214.1000. 7 . _
�) Date: p
S
Fonn SWU-101 Version 3.99 Page 4 of 4

%co
OF WArFR Michael F. Easley, Governor
�O� �G William G. Ross, Jr., Secretary
DUUar- North Carolina Department of Environment and Natural Resources
O Alan W. Klimek, P.E. Director
Division of Water Quality
May 27, 2005
Mr. Jim Geraghty
Island Land Company, LLC
PO Box 2499 RECEIVED
Kitty Hawk, NC 27949
Subject: Request for Additional Information AUG 0 2 2Un
Stormwater Project No. SW7 050317
Island Land Company Site DWQ_WARO
Dare County
Dear Mr. Geraghty:
The Wilmington Regional Office received a Stormwater Management Permit Application
for Island Land Company site on March 14, 2005. A preliminary review of that information
has determined that the application is not complete. The following information is needed
to continue the stormwater review:
1. Please either delineate all wetlands on site, disturbed or undisturbed, or note
on the plans that none exist.
2. Please provide your title within the LLC. Only a member/manager can sign
the application. The Annual Report filed with the Secretary of State on April
7, 2005, indicates that Michael Nolan and Monica Witt are the only
designated member/managers. Your signature on the application can be
accepted only if you provide a letter signed by Mr. Nolan or Ms. Witt
authorizing you to sign the application on their behalf. Additionally, while you
(Jim) are listed on the application as the signing official, the application was
actually signed by Frances W. Geraghty. Please list the full name and title of
the person who signs the application in Section 1.2 of the application.
3. 1 received two copies of page 1 and no page 2. Please provide a completed
page 2 of the application. I am unable to verify that a wet pond will be
allowed for this project since page 2 of the application with the receiving
stream information, was not provided.
4. There is no such thing as a "wet detention infiltration basin." It's either one or
the other, but never both. Regardless of how much excessive area and
volume are provided, if the pond does not have a means to draw down, the
pond will eventually fill up and be unavailable to store any more runoff. If the
intent is to draw down the pond by infiltration, then the pond is really an
infiltration basin. However, since the water table is at elevation 8', there will
be no infiltration occurring in the basin, so it must be a wet pond, and it must
be designed with all the required elements, and it must have an outlet.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Services-877%23-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.encstale.nc.us NOrtt1C2r0/i/ltl8
An Equal Opportunity/Affirmative rmative Action Employer — 50% Recycled110% Post Consumer Paper Natural![

Mr. Geraghty
May 27, 2005
Stormwater Application No. SW7 050317
Aesthetic ponds are fine, however, this pond is receiving runoff from some
of the proposed built -upon areas of this project. Aesthetic ponds may NOT
receive runoff directly from built -upon area. Please either redesign the
ponds to minimum State standards, including surface area, a forebay, 6"1
vegetated shelf, storage for the 1" volume, an orifice sized for a 2-5 day
drawdown,.and an outlet structure, or route all of the runoff into the
infiltration area for treatment (sized for the entire drainage basin) and
overflow into the "aesthetic ponds".
6. Please "sign, seal and date the design calculations.
7. Please complete one column on the application for each proposed wet
pond and infiltration basin.
8. Please show all proposed contours and a sufficient number of spot
elevations to convey the proposed drainage pattern.
9. Please provide top view close-up details of the pond and infiltration basin.
The current plan is very confusing and the size and layout details of the
pond and basin are not readily apparent. I want to be sure about what is
being permitted.
10. Please provide a copy of the soils report to support the reported values of
infiltration rate and seasonal High water table elevation.
11. To what elevation does the "Top area of proposed basin", as reported in
the calculations, belong to?
12. The pond design is based on 85% TSS, which requires a 30' vegetated
filter. Please locate the filter on the plans within the property boundary, at
the discharge of the pond, and provide a detail of the filter on the plans.
13. Please provide a means to distribute the runoff evenly across the bottom
of the infiltration basin.
14. Please indicate the pond side slope vegetation and the wetland species to
be planted on the 6:1 shelf.
At this point, I am stopping the review until the final design can be quantified. Please
note that this request for additional information is in response to a preliminary review.
The requested information should be received in the Wilmington Regional Office prior to
June 27, 2005, or the application will be returned as incomplete. The return of a project
will necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Page 2 of 3

�. Mr. Geraghty
'. May 27, 2005
Stormwater Application No. SW7 050317
To avoid confusion, it is imperative that the State assigned project number be
referenced on all correspondence. Any original documents that need to be revised
have been sent to the engineer or agent. All original documents must be returned or
new originals must be provided. Copies are not acceptable. If you have any questions
concerning this matter please feel free to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
ENB/arl: S:\WQS\STORMWATER\ADDINFO\2005\SW7050317.may05
cc: David Klebitz, Bissell Professional Group
Linda Lewis
Page 3 of 3

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Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
Corporations
•Corporations Home
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*Secretary of State's web site
Print
OPrintable Page
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 5/27/2005
Click here to:
View Document Filings i
Print apre-populated Annual Report Form i File an Annual Report i
Corporation Names
Name Name Type
NC Island Land Company, Legal
LLC
Limited Liability Company Information
SOSID:
0685987
FID:
Status:
Current -Active
Date Formed:
8/6/2003
Citizenship:
Domestic
State of Inc.:
NC
Duration:
12/31 /2099
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
Nolan, Michael P.
5012 Martins Point Road
Kitty Hawk NC 27949
PO Box 2059
Kitty Hawk NC 27949
5012 Martins Point Road
Kitty Hawk NC 27949
No Address
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http:Hwww.secretary.state.nc.us/Corporations/Corp.aspx?Pitemld=5675147 5/27/2005

SOSID: 685987
Date Filed: 8/6/2003 11:53:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200321600234
ARTICLES OF ORGANIZATION
OF
ISLAND LAND COMPANY, LLC
The undersigned hereby submits these Articles of Organization for the purpose of forming a limited
liability company under the laws of the State of North Carolina:
2099.
The name of the limited liability company is: ISLAND LAND COMPANY, LLC
2. The latest date on which the limited liability company is to dissolve is December 31,
3. The name and address of each organizer executing these Articles of Organization are:
Name: Address:
Robert L. Outten Post Office Drawer 1027
Kitty Hawk NC 27949
4. The street address of the initial registered office of the limited liability company in the
State of North Carolina is 5012 Martins Point Road, Kitty Hawk, Dare County, NC 27949.
5. The mailing address of the initial registered office is Post Office Box 1420, Kitty Hawk,
Dare County, NC 27949.
6. The name of its initial registered agent at such address is Michael P. Nolan.
7. The limited liability company shall be a member -managed L.L.C.
8. To the fullest extent permitted by the North Carolina Limited Liability Company Act as
it exists or may hereafter be amended, no person who is serving or who has served as a manager of the
limited liability company shall be personally liable to the limited liability company or any of its
members for monetary damages for breach of duty as a manager. No amendment or repeal of this
article, nor the adoption of any provision to these Articles of Organization inconsistent with this article,
shall eliminate or reduce the protection granted herein with respect to any matter that occurred prior to
such amendment, repeal or adoption.
9. These articles will become effective upon filing.
This the 24th day of July, 2003. _a'41;7W_ (SEAL)
Robert L. utten, Organizer

APR-07-2005 10:19 From:LOWMRN KNAW LORN 252 255 1000 To:252 261 SOSID:0685987
WI
Date Filed: 4/22/2005 2:28:00 PM
Elaine F. Marshall
LIMITED LIABILITY COMPANY North Carolina Secretary of State
ANNUAL REPORT zoos l I z 00112
NAMI{ 0111.IM1T14D I.IARR.1'I'Y COMI-ANY: ls4od LmdC'oolp", LLC
SPATE OF INCORPi 11tKI'ION- NC.
SECRETARY OF STATE R.L.L.P. ID NUIvMER: 060987 FEDERAL EMPLOYERIDNUIVER: 32-0087757
NATURE OF BUSINESS: Real ):state Development
REOISI'EREDAOENI'. Noloe,Ulchorlt
REGISTERED OFFICE MAILINOADDRESS. Pos(UfpceBoxMi:IK 2059
KILO-/lawk NC 27949
REGISTERED OFFICE STREET ADDRESS: S01)MonimPoint Road
A'I(y Hawk, NC 2194P pare Count'
SIGNATURE OF THE NEW REGISTERED AGENT, d2"t'l,
SIUNA'1'U81 CUNSITI V I'15 CONSEM' TO THE APPOINTMENT
,4- PRINCIPAL OFFICF. TF.I,EPHONF NUMBER: ZS Z - 2-61- "'1"ft
' PRINCIPAL OFFICE MAILING ADDRESS'
�Q . /J.4 ZoS�
/G /fy f ///! l /c7
s PRINCIPAI.INTICP. STRRI.TI' ADDRESS: n J
Narnct4'W& PAoL A N6rnr/xA��M A*�' Naw
lidu: 002- TWO: A4deRi Tillu:
Aamas.T Bar. zeS9 Addameo It zioz.4 Aameee:
Ci(r�G�fj� y�twK- c"y't;1L vie- diLcs city,
Stdlo:)A L1P nMall.! State_ Poe, Zip.
C TffICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LR II7ED ITY COMPANM-8
�vlr� a2 DOS
PVRM MUST tlE SIUNEU tlY A MANAUIIVMIMtlER UAl'P.
Michael F. N01anf127<�C-/L
TYPEORPRINTNAML TYPE. OR PRINT TR1.E
ANNUAL REPORT I'M $200 MAIL TO: 3m wy uTSuu - Cuymadw Divilim - Poo OEke Do 197U - Raleisk NC 27636+ M

3>6er�� 1Frapv' tam O
ECE#V i�Iq NCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
MAR 16 ��
Ifop �e`fson may initiate a land -disturbing activity on one or more acres as
n Act before this form and an acceptable erosion and sedimentation co
WQ 1the� completed and approved by the Land Quality Section, N.C. De
p
Environment, Health, and Natural Resources. (please type or pint and, if q
not applicable, place N/A in the blank).
PART A.
1. Project Name: Island Land Compai
2. Location of land -disturbing activity: County
Cityor Township Kill Devil Hills
Dare
3. Approximate date land -disturbing activity will be commenced:
sw7a5o317
of
r`s
IMQii
LANE; QdAtlly SG i �C FILE
u1tlGitifd �6�,r�r,•:r�,;.1
, and Highway/Street U.S.158/ W. Arch St.
4. Purpose of development (residential, commercial, industrial, etc.)
commercial
5. Total acreage disturbed or uncovered ( including off -site borrow and waste areas):
2.00
6. Amount of fee enclosed $ 100
7. Has an erosion and sedimentation control plan been filed? Yes
No x
8. Person to contact should sediment control issues arise during land -disturbing activity
Name, Michael Nolan
Telephone: [phone]
9. Landowner(s) of Record (Use blank page to list additional owners):
Island Land Company
Name(s)
P.O. Box 2499
Current Mailing Address
Kitty Hawk NC 27949
City State Zip
10. Recorded in Deed Book No
Current Street Address
City State Zip
1574 Page No.
PART B.
1. Person(s) or firm who are financially responsible for this land -disturbing activity
(use a blank page to list additional persons or firms):
Island Land Company
Name of Person(s) or Firm(s)
P.O. Box 2499
Mailing Address
Kitty Hawk . NC 27949
City State Zip
[phone]
Telephone
Street Address
City State Zip
Telephone
19

2. (a) If this Financially Responsible Party is not a resident of North Carolina
name and address of a North Carolina Agent
Name
Mailing Address Street Address
City State Zip City State Zip
Telephone Telephone
(a) If this Financially Responsible Party is a Partnership or other person engaging
in business under an assumed name, attach a copy of the certificate of assumed
name. If the Financially Responsible Party is a Corporation give name and street
address of the Registered Agent
Name
Mailing Address Street Address
City State
Telephone
Zip
City State Zip
Telephone
The above information is true and correct to the best of my knowledge and be
and was provided by me under oath. (This form must be signed by the financi
responsible person if an individual or his attomey-in-fact or if not an
individual by an officer, director, partner, or registered agent with authority
to execute instruments for the financially responsible person). I agree to
provide corrected information should there be any change in the information
provided herein.
Type or print name
Si lature /1
Al
I, ?✓2� (Yj T J [t9,k/ a Notary Public of the County of )oX4P—,
e>u
MAR
' SECAr>N
or
Date
:-oUS
State of North Carolina, hereby certify that 'F'rarG2.s L3 • G-er(
appeared personally before me this day and being duly sworn acknowledged that the
above form was executed by him
Witnesses my hand and notorial seal, this day of Msrdd 2005
^Y P�c
S SIC AL SEAL Notary
Notary PUellc -No nh Garonne
DARE COUNTY
EVELINA M TUREK My Commision Expires ZAO.�
Ession Expires 12/5/2005

OYSTER BAY REALTY
& CONSTRUCTION, INC.
3732 N. CROATAN HWY.
P.O. BOX 1600
KITTY HAWK, NC 27949
PAY TO THE
7790
66-35/531
DATENJ O J 09001511154
FOR1'�1�;
11,0000779011M 1:053L008S01:0900L5LL541l' U J
MAR 14 2005
DWQ-WARO

•.OFFICEUSE ONLYS
a[e Keceived
7eeIra—id En+r
State of North Carolina
Department of Environment and Natural Resources
MAR 14 2005 Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form mat• 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):
Island Land Company -
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Jim Geraghty
3. Mailing Address for person listed in item 2 above:
P.O. Box 2499
City Kitty Hawk State NC Zip: 27949
Telephone Number: [phone]
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans.
specifications, letters, operation and maintenance agreements. etc.):
Island Land Comnanv
5. Location of Project (street address):
101 West Arch Street
City Kill Devil Hills Countv: Dare
6. Directions to project (from nearest major intersection):
Located on the comer of the intersection of West .Arch Street and U.S. 158 (Croatan Highwav)
7. Latitude: 36.02°N Longitude: 75.65 0W
8. Contact person who can answer questions about the project:
Name: Jim Geraghty Telephone Number:
H. PERMIT INFORMATION:
1. Specify whether project is (check one) X New Renewal
ofproiect
[phone]
Modification
Form SWU-101 Version 3.99 Page I of

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (Dal'Q).
A complete package includes all of the items listed below. The complete application package should he
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by im-mang in the space prmided
nett to each item.
Initials
• Original and one copy of the Stormwater Management Permit .Application Form
DMK
• One copy of the applicable Supplement Form(s) for each BMP
DMK
• Permit application processing fee of $420 (pavable to NCDENR)
DMK
• Detailed narrative description of stormwater treatment/management
DhRC
• Two copies of plans and specifications, including:
DMK
- Development/Project Name
- Engineering and fnm
- 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 desginate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):
Mailing Address:
City
Phone:
VIII APPLICANT'S CERTIFICATION
State:
Zip
Fax
I, (print or type name ofperson 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 proposed project complies with the requuiremenu of 15A
NCAC 2H .1000.
Signature
Date: 3
Form SWU-101 Version 3.99 Page of

14,
7. How was the off -site impervious area listed above derived?
rV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
N/A
The following italicized 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.
1. The following covenants are intended to ensure ongoing compliance with state stormwater managemenr Permit
number as issued by the Division of Water Oualhy. These covenar
may not be changed or delted without consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include
wood decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessrav to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormx ater management permit modification.
prior to construction.
5. All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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 SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 version 3.99 Page 3 of 4

Permit No.
to be provided y
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality RECEOVED
STORMWATER MANAGEMENT PERMIT APPLICATION FORM MAR 14 2005
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original DWQ_WARO
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : Island Land Company
Contact Person: Jim Geraghty Phone Number: 252 261-4010
For projects with multiple basins, specify which basin this worksheet appliest to: Basin #1 in Drainage Area #1
elevations '
Basin Bottom Elevation 5 ft. (/loor of the basin)
Permanent Pool Elevation 8 ft. (elevation of the orifice)
Temporary Pool Elevation 8.6 ft. (elevation of the discharge stucture overflow)
areas
Permanent Pool Surface Area 5706 sq. ft. (water surface area at the orifice elevation)
Drainage Area 1.31 ac. (on -site and off -site drainage to the basin)
Impervious Area 0.92 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 13,224 cu. ft. (combined vloume of main basin and forebay)
Temporary Pool Volume 13,386 cu. ft. (volume detained above the permanent pool)
Forebay Volume N/A* cu. ft. (approximately 20%of total volume)
other parameters
SA/DA 6.0 (surface are to drainage area ratio from DWQ table)
Diameter of Orifice N/A* in. (2 to 5 day temporary pool draw -down required)
Design Rainfall 1.0 in.
Design TSS Removal N/A* % (minimum 85%required)
* See attached narrative for explanation
Page I of 4
Form SWU-102 Rev.3.99

Fc omotes:
t When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR B W manual provides design tables for both 85% TSS removal and 90% TSS removal.
11. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design 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.
Applicants Initials
7ny It a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
at k-.rcssivir ves/.,v
.v& , +wire 3A ! b. The, forebay volume is approximately equal to 20% of the basin volume.
PM IL c. The temporary pool controls runoff from the design storm event.
'k xcess1vE ,4Q4k
d. The temporary pool draws down in 2 to 5 days.
�PX49651Y- De•,J/sN
kb 007LE -r e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
DM Y f. The basin length to width ratio is greater than 3:1.
DM/t_ g. The basin side slopes above the permanent pool are no steeper than 3:1.
-t'.W&F AVI IWtcuugJ
sN sn,,,#r71avh. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
_ i. Vegetative cover above the permanent pool elevation is specified.
6•rtCESSIVC Zve Z2�t � • racor sS A trash'k similar device is provided for both the overflow and orifice.
DMK k. A recorded drainage easement is provided for each basin including access•to nearest right-
of-way.
L>M1L 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
DMX- in. A mechanism is specified which will drain the basin for maintenance or an emergency.
*(SU A rA,(.lED ftL;'AJL0X,9FiZ 1VA0Rk7iVL PUZ Sc�ST/Fickr✓a t/S1
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
B XCflsSi✓G Dk5/6N
This system (check one) 0 does 0-does not incorporate a vegetated filter at the outlet. !No w?4et�
This system (check one) des 0 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4 - _.

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when dtmth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
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.
s�E
When the permanent pool depth reads 13E[.0v/ feet in the main pond, the sediment shall be removed.
No If
When the permanent pool depth reads ff-16-AY feet in the forebay, the sediment shall be removed.
* 5cBµ7At0/&I> Fol2 EYF4AA)ATio,t/
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 8
O
Sediment Re oval El. 75
Sediment Removal Elevation 5•76 75°%
Bottom EleYanon y �'10 , + ?
Bottom Elevation 25%
FOREBAY
MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7.; All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to an
changes to the system or responsible party.
Print
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
I, r-kkAc,- M a Notary Public for the State of Ill C-
County of DctxR, do hereby certify that - ct Les vJ . C�eruul�
personally appeared before me this day of Mget)--- 2ooLs and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
[::OFFICIAL SEAL
NoMq PublIC NOMGaf011nS
DARE COUNTY
EVELINA M TUREK
ion Expires 12/5/2005
SEAL
My commission expires l Z-S -ZO�
Foiin SWU-102 Rev 3.99 Page 4 of 4

Permit No. c. W 7,90-71 3, T
(to be provided y
State of North Carolina I� t�p�p
Department of Environment and Natural Resources RECEIVED
ED
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
MAR 14 2005
INFILTRATION BASIN SUPPLEMENT DWQ-WARD
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : Island Land
Contact Person: Jim Geraghty Phone Number: (252 261-4010
This worksheet applies to: Basin No. 2 in Drainage Area 2
(as identified on plans) (Prom Form SWU-101)
IL DESIGN INFORMATION Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type Newhan fine sand
Infiltration Rate 20"+
SHWT Elevation 7.5'
Basin Design Parameters
Design Storm 1.0
Design Volume 1215
Drawdown Time 26.0
Basin Dimensions
Basin Size
Basin Volume Provided 3,870
Basin Elevations
Bottom Elevation 9.5
Storage Elevation
Top Elevation
10.44
12.5
in/hr or cf/hr/sf (circle appropriate units)
fmsl (Seasonal High Water Table elevation)
inch (1.5 inch event for SA waters, I inch event for others)
c. f.
hrs
(irregular geometry see attached plan)
ft. x ft. = sq. ft. (bottom dimensions)
c.f Top of Basin Area:2,489 s.f.
Bottom of Basin Area: 91 s.f.
fmsl
fmsl
fmsl
Page I of 3
Form SWU-103 Rev.3.99

•' IFI. REQUIRED ITEMS CHECKLIST
e
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Coe
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design 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. Attach justification if a requirement has not been met.
Applicants Initials
D/A I L a.
System is located 50 feet from class SA waters and 30 feet from other surface waters.
nr11C b.
System is located at least 100 feet from water supply wells.
Qm%( c.
Bottom of system is at least 2 feet above the seasonal high water table.
T>m �(_ d.
Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
r)m I! e.
System is not sited on or in fill material or DWQ approval has been obtained.
\7M if f.
System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
JMi( g.
Drainage area for the device is less than 5 acres.
Z>Mi! h.
Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
';:'-M IC i.
System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event
for areas draining to SA waters ). Design volume and infiltration calculations attached.
C1 C j.
System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
nM IC k.
All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V). ,_
pMIC 1.
A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
17M iC in.
Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches
(6awvE aW('Al
or dense vegetative cover is provided.
=7 a0 007(,fl w n.
Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
wp at p rice At
length is 50 feet for SA waters, 30 feet for other waters).
pppd�aGD f� o.
Flow distribution mechanism within the basin is provided.
bMIC p.
A benchmark is provided to determine the sediment accumulation in the pretreatment
E)ZOSILIC DE516A)o
device.
7 do 5Y PASS q_
Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
10Mr.
System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
ZVA s.
Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
IZuP&U EAtG>G /JAVZ ► r VL:_
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads R.Z5 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of 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
Address:
!Vote: The legally responsible party should not be a Adeowner
resident of the subdivision has been named the president.
L
unless more than 50% of the lots have been sold and a
I, _zj2� IV l - V cuik_ , a Notary Public for the State of i� . C. , County of 1 1
do hereby certify that Fina yy_es kz • Ge v T_ personally appeared before me this
day of _MaR.IN— , , and acknowledge the due execution of the to infiltration basin maintenance requirements.
Witness my hand and official seal,
OFFICIAL SEAL
SEAL vmaq FoencHonn a,ona
G DARE COUNTY
EVELINA M TUREK
My commission expires 12' S Z04f
Form SWU-103 Rev 3.99 Page 3 of 3

6
i0]64�
l.ROFESSLONA%GRQU J
Hand Delivered ❑ Over-Nite Mail ❑ Faxed11 Mailed x
To: Mr. William Moore Date: March 11, 2005
Water Quality Section
NCDENR
943 Washington Sq. Mall
Washington, NC 27889
Project: Island Land Company
We Transmit:
Herewith: �x
FOR YOUR:
x Approval
review & comments
Use
Other
Project No.: 4201
R
U S_V3 f
Copies Description Date
2 Site Development Plans 3-07-05
1 Stormwater Management Application w/ supplements 3-07-05
$420 Application Fee
Comments:
Bill,
On behalf of Island Land Company, BPG requests your review of the proposed
stormwater management plans for the Island Land Company commercial site
located in Kill Devil Hills, Dare County, NC. If you have any comments or
questions pertaining to this information, please do not hesitate to contact me.
Sincerely,
Bissell Professional Group
David M. Mebitz
4417 N. Croatan Hwy. ■ P.O. Box 1068 ■ Kitty Hawk, NC 27949
252-261-3266 ■ Fax: [phone] ■ E-mail: [e-mail]

Michael P. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
7003 3110 0002 0612 0420
CERTIFIED MAIL
RETURN RECEIT REQUESTED
.Alan W'. Klimek. P.E. Director
Division of Water Quality
August 5, 2005
Mr. James Geraghty, Managing Partner
Sea Grass, LLC
PO Box 1600
Kitty Hawk, NC 27949
Subject: RETURN
Stormwater Project SW7050317
Island Land Center— ORIGINAL APPLICATION
Dare County
Dear Mr. Geraghty:
This office received a copy of your stormwater application and supporting information on March 14,
2005, for the proposed Island Land Center to be located in Dare County. In a letter dated May 27, 2005 to
you from Linda Lewis, additional information was requested by June 27, 2005 to make the application
package complete. Because of your desire to resubmit this application through the Division's Express
Stormwater Review your original application is being returned to you as an attachment to this letter. The
plans and specifications have been used to make a complete application along with the Express package.
On July 1, 2005 a high density application for this project was submitted to the Washington Regional
Office for Express review. Along with the application were supporting documentation and a new Express
Stormwater fee of $4,000. A new stormwater project number was assigned to this project, SW7050613.
Please use this number on any future correspondence. Additional information was received on July 21, 2005
and was permitted on July 26, 2005. You should have already received a signed stormwater permit
package from me dated July 26, 2005,
If you have any questions or comments concerning this matter please call Scott Vinson or me at
[phone].
incerely,
L
AI Hodg
Regional Supervisor
Surface Water Protection Section
cc: Did Ryan, PE
✓Washington Regional Office
North Carolina Division of Water Quality Washington Regional Office Phone[phone] P-Xx(252)946-9215 Customer Service
Internet: h2o.enr.state nc.us 943 Washington Square Mall, lt,'ashington, NC 27889 1-877-623-6748
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CERTIFIED.M`UL. RECEIPT
(Domestic Mad Only;'No Insurance Coverage Qroyrded)„'.,�
� For tleliv'ery i[[nior[m'atlon_yisitour wetisite at wvnv_Visps coma tix�
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-Cenuflaal Fee
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Pot po BOX 1600
'511P§ KITTY HAWK C3 Restricted Delivery F 27949
PSxFor udions
■ Complete items 1, 2, and 3. Also complete
A. Sig
tt re
❑ Agent
I item 4 if Restricted Delivery is desired.
X
I
n
? ,
,0 Addressee i
■Print your name and address on the reverse
B.
calved Py, eme)
C. Date of Delivery .
so that we can return the card to you.
■ Attach this card to the back of the mailpiece, N
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or on the front if space permits.
^D.
_r
alive ddress different from i m 11 Oyes
If YES, enter delivery address below: ❑ No
1. Article Addressed to: Ar/
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(MR JAMES GERAGHTY PSG
SEA GRASS, LLC 9
PO BOX 1600
KITTY HAWK NC 27949 �LLTGSe vi eType
ertifietl Mall ❑Express Mail
J ❑ Registered ❑ Return Receipt for Merchandise
❑Insured Mall ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Anide 7003 3110 0002 0612 0420
(Ransf
PS Form 3811, February 2004 Domestic Return Receipt 102585-02 M 1s40
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