SW7100111_HISTORICAL FILE_20210414

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW y,(, j) l/
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
&A/6nw
YYYYMMDD

0A(uo
ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretary
BRIAN WRENN
Director
I.G. Holdings, LLC
Attention: Isreal Golasa, Manager
2229 S. Croatan Hwy
Nags Head, NC 27959
NORTH CAROLINA
Environmental Quality
April 14, 2021
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7100111
Paradise Golf
Dear Mr. Golasa: Dare County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7100111 for a stormwater treatment system consisting of a wet
detention basin to serve Paradise Golf located at 3300 N Croatan Hwy, Kill Devil Hills,
NC expires on December 31, 2021. This is a reminder that permit renewal applications
are due 180 days prior to expiration. We do not have a record of receiving a renewal
application.
Please submit a completed permit renewal application along with a $505.00 fee for
Permit renewal. Also, it was noted in the file review that a designer's certification that the
project was constructed in accordance with the approved plans as required by the
permit has not been submitted. Please include this with your application. Permit
application forms for renewal can be found on our website at:
https://deq.nc.gov/about/divisions/energy-mineral-and-land-
resources/stormwater/stormwater-program/post-construction-2 North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
roger thorge(a)ncdenr gov.
Sincerely,
ivk�,- g ��
Roger K. Thorpe
Environmental Engineer
Q7. North Carolina Department or Environmental Quality I Division of Energy. Mineral and Land Resources
•J�jj D_EWashington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
u"`�`"•"°""`"m �'°�� 2529466481

lbemarle
& ASSOCIATES, LTD.
May 26, 2010
NCDENR Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
ATTN: Mr. Scott Vinson
RE: Paradise Golf (SW permit # SW7100111)
High Density Stormwater Management Modification
Project Certification
Dear Mr. Vinson:
Please find the enclosed Stormwater Management certification for Paradise Golf in Kill Devil
Hills. As you may recall, the project utilized a pond that was previously built to accommodate
stormwater runoff from the site during initial construction (approximately 1991). Please note that
there were 2 deviations from the plan. The plan included a bulkhead along the east side of the
pond due to erosion problems that occurred over the years and limited available land due to the
existing right of way. During construction, the bulkhead was installed slightly landward due to
the presence of existing utilities serving the site. This reduced the overall pond surface area
from 0.41 acres to 0.38 acres, which remains nearly double the required surface area of 0.20
acres. Approximately 2,151 sf f additional coverage was also installed in the form of widened
sidewalks. The issued permit had included 3,800 sf of additional "future" coverage in
anticipation of planned golf course modifications (not yet designed), so the current coverage
remains below the permitted coverage. However, I have also attached.calculation showing the
pond (as -built) conditions exceed NCDENR requirements with the coverage in addition to future
coverage. We will provide additional documentation as needed when the golf course work
begins design. If you have any further questions regarding any portion of this submittal, please
do not hesitate to call me.
Michael
Project
cc:
IG Holdings, LLC
File 6663E2 (350)
Engineering — Surveying — Land Planning
P.O. Box 3989, 115 W Saint Clair St., Kill Devil Hills, NC 27948
Telephone: [phone] Fax: [phone]
MAI 2 8 2010

btormwater Permit Number JVV/luul 11
Paradise Golf
Stormwater Permit No. SW7100111
Dare County
Designer's Certification
I, Mir NAreL S. Mo2way, as a duly registered r r-:)GI r eEfti - in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
Aru,xt-tsa Gour-
(Project)
for Z G Feu-Q%r-36S (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:
POD (Se C�Ec -use
Signature
4 ;_
Registration Number l- J
Date
6 of 7

oiummaier rermit Numoer aver wu n'i
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
V 2. The drainage area to the system contains no more than the permitted
/ amount of built -upon area. C see. ,ice
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
✓ A. All roof drains are located such that the runoff is directed into the system.
t/ 5� The outlet/bypass structure elevations are per the approved plan.
✓ 6 The outlet structure is located per the approved plans.
✓//7. Trash rack is provided on the outlet/bypass structure.
✓ & 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 surf ce area and/or volume have been
provided. �.5¢rc r.�3T
�/"12. Required drawdown devices are correctly sized per the approved plans.
�13. All required design depths are provided.
✓ 14. All required parts of the system are provided, such as a vegetated shelf,
xand a forebay.
✓ 15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Dare County Building Inspections
i'^ Z> ADOn-co101_fo.�2RA6E anbErc)
TT�{S2�03+-+�.U�S
••,15� SF> e �f(rn�r� 1r'C_LuOE C) Jre)Do sl'
pF FJ00P-QA C- _ POv."b %S
z.� ' PSC�C FA2 p^p2c 7Kr''r' 04'6;1
y
�� NGw g.���H"no��T CPesZ P�,Mtt'> wns L�ercr�A
S�.G�itl-'t ie.'v- NLCI 'M DOE
c aQF9cE
JriL��i�S a po-�n lot' C_ ES 0.38 At- m 5
AZEA (o,Lkk FeMO'-rr20N)i h•��r-ah ?fcQ•'�2�'�

STORMWATER MANAGEMENT CALCULATIONS - WET DETENTION POND DESIGN
Project Paradise Golf By: mjm
Drainage Area - Date: 01/20/09
Receiving Wet Pond -
Wet Detention Pond Volume Calculations
Description
Forebay
Basin
Description
elev
(ft)
area volume
(sf) (if)
elev
(ft)
area
(sf)
volume
(cf)
Excavated Bottom
0.0
0
0.0
0
Bottom (sediment clean -out elev.)
0.0
0
0.0
0
0.0
0 0
0.0
0
0
0.0
0 0
0.0
0
0
Bottom of Bench
5.0
0 0
5.0
16,448
41,120
Permanent Pool Elevation :
7.4
0 0
7.4
16,448
39,475
Permanent Pool Volume:
0
80,595
Top of Bench
8.0
0 0
8.0
16,448
9,869
Storage Elevation
8.7
0 0
8.7
16,448
11,514
Storage (Temp. Pool) Volume:
0
21,382
Total Permanent Pool Volume:Volume :
80,595
Forebay Percentage of Total Volume:
0.0%
Total Storage Volume:
21,382
Total Excavated Volume Below Storage Elevation :
101,978
Pond Design Parameters
Storage Elevation :
8.7
(ft.)
Area at Storage Elev.:
16,448
(s.f.)
Permanent Pool Elev.:
7.4
(ft.)
Area at Perm. Elev.:
16,448
(s.f.)
Storage Volume:
21,382
(c.f.)
Design Volume:
13,180
(c.f.)
Orifice:
1.15
(in)
Discharge coefficient:
0.6
Avergae Depth:
4.9
Pond Drawdown Calculations
ume =
Design Storage Height =
1.30
ft
Average Head =
0.42
ft.
Discharge Coefficient =
0.60
Area of Orifice =
0.007
sf.
Discharge Rate =
0.023
cfs.
Drawdown Calculations
NCDENR Design Volume =
162
hrs
Storage Volume =
263
hrs
Percent Coverage: 45%
Required SA/DA ratio: 3.8 (coastal county, 85% tss removal, depth =
Req'd Surface Area : 0.20 (ac) ( 0.38 provided)
3.5 ft.)
Prepared by Albemarle and Associates, Ltd.

Volumetric Runoff Calculations
Simple Method
(Le\) %C Ew ( AS Qut�r�
Project Name:
Project Area Description
Stream
% Imperious Area (total)
1 44.6%
37.8%
existing
3,661
0
32,511
_ 7,833
24,876_
19,559
88,440
existing (to
remain)
3,661
0
29,548
6,533 _
— 12,201_
19,559
71,502
proposed
(additional)
3,867
17,683
0
7,316
3,800
0
32,666
Impervious Surface Area
Or1-site Buildings or Lot BOA
7,528 SF
On-srte Streets
17.683 SF
On -site Parking
29,548 SF
On -site Sidewalks
13.849 SF
o- Other osrte
16,001 SF
Off -site
19,559 SF
Total
104168 SF
Runoff Calculations (Simple Method)
NCDENR
10 yr, 2hr
10 yr, 2hr-pre
10 yr, 2hr-post
Design Runoff (in)
1.5
4.3
4.3
4.3 .
Total Area(Ac.)
233,813
233,813
233,813
233,813-
Coverage
44.6%
44.6%
37.8%
44.6%
R(v)
0 451
0.451
0.390
0.451
Rainfall Volume
13,180
37,783
32,711
37,783 5,072
NCDENR Design 13,180
Municipal Design: 37,783
storage shed
holes (prop = future)

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Paradise Golf
BMP drainage area number:
Print name:Isreal Golasa
Address:PO Box 120 Kitty Hawk, NC, 27949
Phone:[phone]
Signature:
Date: �/O
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, o �c , esa M . Q ra ( a Notary Public for the State of
County of -:price , do hereby certify that
—1 a cafe 1 �� ca personally appeared before me this 44
day of _ j ,, f,/ ateand acknowledge the due execution of the
forg ' t detention basin tenancc requirements. Witness my hand and official
seal ///•
PATRICIA M. GRAY
NOTARY PUBLIC
DARE COUNTY, NC
SEAL
My commission expires J�z aell
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

ANT
MI .► 1 Z0
NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Isreal Golasa, Manager
I G Holdings, LLC
2229 S. Croatan Hwy
Nags Head, NC 27959
Dear Mr. Golasa:
Division of Water Quality
Coleen H. Sullins
Director
October 15, 2010
Subject: Permit No. SW7100111 Modification
Paradise Golf
Redevelopment Stormwater Permit
Dare County
Dee Freeman
Secretary
The Washington Regional Office received a complete Stormwater Management Permit Application for
the modification and redevelopment of Paradise Golf on October 6 2010. Staff review of the plans
and specifications has determined that the protect, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H .1000. We are forwarding Permit No. SW7100111 MOD,
dated October 15, 2010, for the construction of the subject project.
This permit shall be effective from the date of issuance until October 15, 2020, 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 adtudicatory hearinupon written request within thirty (30) days followin receipt of this
permit. This request must be in t9e form of a written petition, conforming to Chapter A013 of the
orth 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 either
Scott Vinson or me at [phone].
Al Hodge ` —41
Regional Supervisor
Surface Water Protection Section
AH/sv: S:\WQS\STORMWATER\PERMIT\SW7100111 M
cc: Mike Morway, PE
[dare County Inspections
./Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet. www.nnwalerquality.org One
943 Washington Square Mall Phone [phone] FAX, 252-946-9215 North Carolina
Washington, INC 27669 FAX: [phone] a -a//I'
An Fqual Opportumtyl AffumaONut
ve Action Employer K`�'[ 14((y

State Stormwater Management Systems
Stormwater Permit Number SW71001 1 1MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
REDEVELOPMENT PERMIT
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
I G Holdings, LLC
Paradise Golf
Dare County
FOR THE
redevelopment of existing impervious surfaces and treatment of the runoff in an existing
wet detention pond 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.
The Permit shall be effective from the date of issuance until October 15, 2020 and shall
be subject to the following specific conditions and limitations:
1. DESIGN STANDARDS
1. The built -upon area permitted to drain to the existing wet detention pond is
109,347 square feet that includes existing and off -site impervious area.
2. To the extent practicable, the project has provided stormwater control measures
in accordance with the stormwater rules. Those control measures are:
a. Wet detention basin
b. Those measures as more fully described in Section 1.5 of this permit.
3. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
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.
2of7

State Stormwater Management Systems
Stormwater Permit Number SW7100111 MOD
The following design criteria have been provided in the wet detention basin and
must be maintained at design condition:
a. Drainage Area, ftz:
b. Total Impervious Surfaces, ftz:
C. Pond Depth, feet:
d. TSS removal efficiency:
e. Permanent Pool Elevation, FMSL:
f. Required Permanent Pool Surface Area, ftz:
g. Provided Permanent Pool Surface Area, ftz:
h. Temporary Storage Elevation, FMSL:
i. Required Storage Volume, ft3:
j. Provided Storage Volume, ft3:
k. Receiving Stream/River Basin:
I. Stream Index Number:
M. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
1.
2.
3.
4.
233,813
109,347
3.0 average
85%
7.30
9,072
16,448
8.70
13,763
28,877
Kitty Hawk Bay / Pasquotank
30-19
"SC"
The permittee shall at all times provide adequate erosion control measures in
conformance with the approvedErosionControl Plan.
The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
The permittee shall construct the stormwater control measures as shown on the
approved plans.
The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency including, but not limited to:
a. Semi-annual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Debris removal and unclogging of outlet structure, orifice device, catch
basins and piping.
5. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
3of7

State Stormwater Management Systems
Stormwater Permit Number SW7100111 MOD
e. Further subdivision, acquisition, or selling of the project area. The project
area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval was sought.
6. The Director may determine that other revisions to the project should require a
modification to the permit.
7. 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.
8. 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.
9. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
10. 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 to
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
approvedplans and specifications must be noted on the Certification. A
modification may be required for those deviations.
III. GENERAL CONDITIONS
1. Failure to abide byy the conditions and limitations contained in this permit mayy
subject the Permittee to an enforcement action by the Division of Water Qualityy,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. 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.
4. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
5. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for an
yy
additions, deletions or redesign of the previously permitted amount of built -upon
area proposed regardless of the size of the modification.
The permit is not transferable except after notice to and approval by the Director.
The Director may require modification or revocation and reissuance of the permit
to change the name and incorporate such other requirements as may be
necessary. A formal permit request must be submitted to the Division of Water
Quality accompanied by the appropriate fee, documentation from both 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 Director approves the transfer request.
4of7

State Stormwater Management Systems
Stormwater Permit Number SW7100111MOD
7. 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) which have jurisdiction.
The permittee grants permission to DENR Staff to enter the premises during
normal business hours for purposes of inspecting the facility.
9. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
10. 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.
11. This permit shall be effective from the date of issuance until February 5, 2020.
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 15`h day of October, 2010
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
,)-- ------------------------------------------------ for
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7100111 Modification
5 of 7

State Stormwater Management Systems
Stormwater Permit Number SW7100111MOD
Paradise Golf
Stormwater Permit No. SW7100111MOD
Dare County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
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
6 of 7

State Stormwater Management Systems
Stormwater Permit Number SW7100111 MOD
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 outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Dare County Building Inspections
7 of 7

DWQUSE ONLY Min mad.
Fee Paid &4i Lp,
Permit Number
Lrz
wJ -1 [CC-)( l l
Applicable R OkMstal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all tha�pi/ pI� Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
b9 6tl�i m r WQ M mt Plan:
State of North Carolina 0'J
Department of Environment and Natural Resources
Division of Water Quality V
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
2. Location of Project (street address):
3300 North Croatan Highway
City:Kill Devil Hills County:Dare Zip:27948
3. Directions to project (from nearest major intersection):
From the intersection of US-158 (N Croatan Highway) and SR-1217 (Colington Road), proceed north on
US-158 3 miles Paradise golf is on the west (left) side of US-158, at the intersection of US-158 and Arch Street.
4. Latitude:36° 03' 11" N Longitude:75° 41' 09" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW7100111 , its issue date (if known)2/5/2010 and the status of
construction: ❑Not Started ❑Partially Completed* ® Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density []Drains to an Offsite Stormwater System ®Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control: 1.05 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:

III. CONTACT INFORMATION
I. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organizatioml G Holdings
Signing Official & Title:Isreal Golasa
b.Contact information for person listed in item la above:
Street Address:2229 S. Croatan Highway
City:Nags Head State:NC Zip:27959
Mailing Address (if applicable):PO Box 120
City:Kitty Hawk State:NC Zip:27949
Phone: (252 ) 480-0009 Fax: (252 ) 480-0889
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State:
Phone: ( ) Fax: ( )
Email:

4. Local jurisdiction for building permits:
Point of Contact: Phone #:
IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff is currently collected and conveyed to a pond previously constructed for management.
of stormwater. New impervious surfaces will be collected and conveyed to the pond as well.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.Identify the regulation(s) the project has been designed in accordance with:
® Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Pasouotank River basin.
4. Total Property Area: 4.43 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area':4.43 acres
Total project area shall be calculated to exclude the following the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (N;q line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHIN) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 46.8 %
9. How many drainage areas does the project have?l (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.

Basin Information
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
Kitty Hawk Bay
Stream Class *
SC
Stream Index Number *
30-19
Total Drainage Area (so
233,813 d
L 3 l3
On -site Drainage Area (so
193,055
Off -site Drainage Area (s0
40,758
Proposed Impervious Area" s
102,017
% Impervious Area** total
43.6
k-- vree &sir <
impervious— Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area
On -site Buildings/Lots (so
0
,1
On -site Streets (so
0
9rt
On -site Parking (sf)
0
3
t
On -site Sidewalks (so
0072%
«
Other on -site (sf)
15,050
A o 05-0
Future (so
5,000 .l'
Off -site (so
19,559
_S
Existing BUA*** (sf)
65,572
Total (sf):
109,347 J
007, 317
Stream Class and Index Number can be determined at: lid.//h2o enr.state.nc.uslbims/reports/reportsWB.htrnl
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. Survey& AutoCAD
Proiects in Union County: Contact DWQ Central Ofce staffto check ifthe project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per NCAC 02B .0600
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
fromhttD://h2o.enr.state.nc.us/su/bmr) forms.htm.
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. A detailed application instruction sheet and BMP
checklists are available from htW://h2o.enr.state.nc.us/su/bmp forms.htm. The complete application
package should be submitted to the appropriate DWQ Office. (The appropriate office may be found by locating
project on the interactive online map at htW / /h2o.enr.sLate.nc.us/­su/msi maps.htm.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from http://h2o.enr.state.nc.us/su/bmp forms.htm.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. MS Nl
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M m5M
agreement(s) for each BMP. eyy'oo's y
p2oJ�11E7�
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/12ages/onestopexpress.htmi for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)

5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations.
MK <h
M'S r'\
►mt/\
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: _ MS r'\'
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify _
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedide a site visit for DWQ to verify the SNWP prior
to submittal, [phone].)
Ksr1
10. A copy of the most current property deed. Deed book: 392 Page No: 467 hsr',
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC Wsr1
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://h2o.enr.state.nc.us/su/bmp forms.htm#deed restrictions. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.

VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Michael 1. Morway, PE
Consulting Firm: Albemarle & Associates Ltd.
Mailing
City:Kill Devil Hills
Phone: (252 ) 411-2113
Email:[e-mail]
State:NC Zip:27948
Fax: (252 ) 441-0965
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item lb) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
do hereby certify
a Notary Public for the State of , County of
personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission

X. APPLICANT'S CERTIFICATION
I, (print or hjpe name of person listed in Contact Information, item 2) Isreal Golasa
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 21-I.1000, SL 2006-246 (Ph. II- Post Construction) o�rtSL 2008-211.
n t Signature: -4 jn4-�-' Aa0 Date: / 0 — 7—AD
a, a lM . `,, a Notary Public for the State of / VOt t/1 (lL^n J,M , County of
rc do hereby certify that 4-5 rae.( o 10Zw- personally appeared
before me this �' day of Orsoa4,e_ —IbV/D , and ledge the due executio of the application for
a stormwater permit. Witness my hand and official seal, f i�mJ %ji
PNOTARY PUBJIACCY
DARE COUNTY, NC
SEAL
My commission expires

Permit No.
(to be pmvd9d by DWO)
EXPRESS
OCT 062010
*WJ NC DENR
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part IIQ must be printed, filled out and submitted along with all of the required information
01/2'LOF \N''A_TTF9l\Y\O1G
i \ ✓_O y
O
1. PROJECT INFORMATION _ - - - - .
Project name Paradise Golf
Contact person Michael Morway
Phone number 252-441-2113
Date
Drainage area number
101412010
IIJDESIGN INFORMATION`
Site Characteristics
Drainage area 233,813 ft'
Impervious area, post -development 109,347 fl'
%impervious 46.77 %
Design rainfall depth 1.5 in
Storage Volume: Non-SAWaters
Minimum volume required
13,763 ft3 OK
Volume provided
28,877 it'-
OK, volume provided 1s equal to or in excess of volume required.
Storage Volume: SA Waters
1 5" runoff volume
If
Pre -development 1-yr, 24-hr mnofl
ft3
Post -development 1-yr, 24-hr runoff
ft3
Minimum volume required
If
Volume provided It
Peak Flow Calculations
Is the prelpost control of the lyr 24hr storm peak flow required?
n (Y or N)
1-yr, 24-hr rainfall depth
in
Rational C, pre -development
(unidess)
Rational C, post -development
(unidess)
Rainfall intensity: 1-yr, 24-hr storm
in/hr
Pre -development 1-yr, 24-hr peak flow
elsec
Post -development 1-yr, 24-hr peak flow
elsec
Pre/Post 1-yr, 24-hr peak flow control
ftllsec
Elevations
Temporary pool elevation
8.70 first
Permanent pool elevation
7.30 first
SHWT elevation (approx. at the perm. pool elevation)
7.30 fmsl
Top of 10ft vegetated shelf elevation
fmSI
Bottom of 1 Oft vegetated shelf elevation
- f nsl
Sediment deanout, top elevation (bottom of pond)
fmsl
Sediment deanout, bottom elevation
fmsl
Sediment storage provided
If
Is there additional volume stored above the state -required temp. pool?
y (Y or N)
Elevation of the top of the additional volume
8.7 fmsl OK
Form SW401-Wet Detention basin-Rev.8-9117/09 Pans I. S 11 Design Summary. Page 1 of 2

Permit No
(m be pmvided by DWQ)
II. DESIGN INFORMATION - --
Surface Areas
Area, temporary pool-
27,600 ftz
Area REQUIRED, permanent pool
9,072 flz
SAIDA ratio
3.88 (unitless)
Area PROVIDED, permanent pool, A,,,,y,,,
16,448 R` OK
Area, bottom of 1 Oft vegetated shelf, Ab,_,,,
ft
Area, sediment cieanout, top elevation (bottom of pond), A,,., -
- It,
Volumes
Volume, temporary pool
- ft3
Volume, permanent pool, Vsa, - ,,,
ft'
Volume, forebay (sum of forebays it more than one forebay)
It,
Forebay % of permanent pool volume
%
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
MountairdPiedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table) -
Calculation option 1 used? (See Figure 10-21b)
Volume, permanent pool, V,,,,y,,,
Area provided, permanent pool, A..,,
Average depth calculated
Average depth used in SAIDA, it., (Round to nearest 0 511)
Calculation option 2 used? (See Figure 10-21h)
Area provided, permanent pool, A,,,,.,
Area, bottom of 10ft vegetated shelf, A,,_.
Area, sediment cleanout, top elevation (bottom of pond), A,.,,a
'Depth' (distance b/w bottom of 10ft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA, da., (Round to nearest 0 5ft)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (it circular)
Area of orifice (if-noncimular)
Coefficient of discharge (CD)
Driving head (H,)
Drawdown through weir?
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge onfice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at uldmate buildcut?
Drain mechanism for maintenance or emergencies is:
85 %
y (Y or N)
n (Y or N)
3.88 (unidess)
n (Y or N)
ft'
16,448 ft
it
n (Y or N)
16,448 it`
it,
y (Y or N)
multiple in
in'
limitless)
It
(Y or N)
(unitless)
(unities)
It
ft
ft'/sec
ft3/sec
ft3/sec
days
n/a:1 OK
1
It
:1
.1
y (Y or N) OK
1.0 it OK
y. . (Y or N) OK
rVa - (Y or N) OK
y (Y or N) OK _
use irrigation pumps to drain pond - -
Form SW401-Wet Detention 13asin-Rev.8-9/11N9 Parts I. d II. Design Summary, Page 2 of 2

EXPRESS
OCT Obi 2010
Wet DetenWQ11DEMPOperation
Permit Number.
(to be provided by DR'D)
Drainage Area Number:
and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the Blv[P.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
® does ❑ does not incorporate a vegetated filter at the outlet.
This system (check one):
® does ❑ does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element.
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash debris is present
Remove the trash/debris.
The perimeter of the wet
detention basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
long.
Maintain vegetation at a height of
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev,4 Page 1 of 4

Permit Number.
(to be provided by D1FQ)
Drainaee Area Number.
BMP element*
The inlet device: pipe or I
swale
Potential problem {
The pipe is dogged. f
f
How 1 will remediate the problem:
Unclog the pipe. Dispose of the
sediment off -site.
The pipe is cracked or I
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
swale.
Regrade the swale if necessary to
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
a depth greater than the
original design depth for
sediment storage.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion roblems.
1 Weeds are present
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
show that pruning is needed
Prune according to best professional
practices
to maintain optimal plant
'
health
Plants are dead, diseased or
dying.
Determine the source of the
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessarv.
Weeds are present
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than s ravin .
The main treatment area
Sediment has accumulated to
a depth greater than the
original design sediment
storage depth.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth coven over
50% of the area.
I Consult a professional to remove
and control the algal growth.
cattails, phragmites or other
invasive plants cover 50% of
Remove the plants bywiping them
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number.
(to be provided by DIVA)
Drainage Area Number.
BMP element-
Potential roblerm
How I will remedial the roblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment
Evidence of muskrat or
Use traps to remove muskrats and f
beaver activity is present
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
! Repair or replace the outlet device.
The receiving water
Erosion or other signs of
damage have occurred at the
outlet.
Contact the local NC Division of
water Quality Regional Office, or
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 3 feet in the main pond, the
sediment shall be removed.
VNhen the permanent pool depth reads Z feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation_
Sediment Removal 5.4 Pe en Pool �a tt
Volume Sediment Removal Elevation -t.-r
Bottom Ele.atio ft Min.
Sediment Bottom Elevation �_
Storage
FOREBAY MAIN POND
Form SW40I-Wet Detention Basin O&M-Rev.4 Page 3 of 4
1-ft
Storage

Permit Number:
(to be provided by D;VO)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DW Q of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Paradise Golf
B.MP drainage area number:
Print name:lsreal Golasa
Title:\4anaeer
Address:PO Box 120. Kitty Hawk_ NC. 27949
Phone[phone]
Signature:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 500.0 of
the lots have been sold and a resident of the subdivision has been named the president.
I.�cL e 4 t11 Ica a Notary Public for the State of
Cn m1, rvt , County of �� re . do hereby certif}* that
personally appeared before me this2?a
day of 1 ,� , .�.' oZO1, and acknowledge the due execution of the
forg ' ,et detention basin maintenance requirements. Witness my hand and official
seal(\ y}9. ' /
�ATRICIA M. GRAY
NOTARY PUBLIC
DARE COUNTY, NC
SEAL
\4v commission expires
Form S W401-NVet Detention Basin 0&M-Rev.4 Paee 4 of 4

Volumetric Runoff Calculations
Simple Method
Project Name :
Project Area Description
Basin Information,
42 8 %
existing
7,528
24,999
29,539
6,240
12,201
19,559
100,066
existing (to
remain)
7,528
24,999
29,539
3,506
0._
19,559
85,131
proposed
(additional)
0
0
0
4,166
20,050
0
24,216
Receiving Stream Name
Receiving Stream Class 8 Index Number
Drainage Area
233,813 SF
Existing Impervious Area
85,131 SF
Proposed Impervious Area
24,216 SF
% Impervious Area (total)
46.8%
Impervious Surface Area
On -site Buildings or Lot BUA
7,528 SF
On -site Streets
24,999 SF
On -site Parking
29,539 SF
On -site Sidewalks
7,672 SF
Other on -site
20,050 SF
Off -site
19,559 SF
Total:
109,347 SF
Runoff Calculations (Simple Method)
NCDENR
Design Runoff (in)
1.5
Total Area (Ac.)
233,813
233,813 233,813
233,813
Coverage
46.8%
46.8% 42.8%
46.8%
R(v)
0.471
0.471 0.435
0.471
Rainfall Volume
13,763
0 0
0 0
NCDENR Design: 13,763
Municipal Design00
EXPRESS
OCT 0 5 2010
NC ®ENR
(15,050 - golf holes + 5,000 future)

JOB ?403,S 4; 6
SHEET NO. OF
CALCULATED BY MS ^�� DATE
CHECKED BY DATE
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OCT 0612010
NC DNA '

EXPRESS
OCT Orb2010
lbemarle
NC ®ENR
& ASSOCIATES, LTD.
Paradise Golf— Miniature Golf Course Modifications
Stormwater Management Narrative
prepared for
I.G. Holdings
PO Box 120, Kitty Hawk, NC, 27949
September 29, 2010
Existing Conditions: The 4.43 acre site is located on US-158 in Kill Devil Hills, Dare
County. The Natural Resource Conservation Service Soil Survey for Dare County has
mapped the soils the site consist of Corolla Fine Sand (COB) and Newhan Fine Sand (NeC),
and has noted typical permeability rates for each to exceed 20 inches per hour. The site
varies in elevation, with the majority of the area between 6.0 and 10.0 feet above mean sea
level (NAVD 1988). The property is within a flood zone of "AE-8" and "V. Initially developed
in (approximately) 1993, the site originally contained three 18-holes miniature golf courses
and a ±3,600 sf building containing the golf course service area. This construction also
included a pond with an outlet control structure to provide a controlled slow -release of the
runoff contained within the pond. The outlet discharges this runoff into the US-158 closed
drainage system. The elevation of the discharge pipe has been surveyed at 7.3, which
controls the permanent pool for the pond. The permanent pool has been observed at lower
elevations, providing additional storage for rainfall events within the pond. The property
owner utilizes the pond for irrigation, and typically discharges water into the pond that is
obtained from on -site wells during dry seasons in order to maintain an acceptable water
level within the pond. In early 2010, a stormwater management permit (SW7100111 dated
2/5/2010) was sought and issued in order to demolish one of the 18-hole courses and
construct a go-cart track, storage building and enclosed bumper cart ("spin zone") facility
This construction included a 3,800 sf allocation for anticipated future renovations to the
remaining golf courses. In May construction was complete and a designer's certification was
issued providing documentation of an additional 2,151 sf of coverage being added during
construction for expanded sidewalks and maintenance, as well as a slight decrease in the
pond area (0.41 acres to 0.38 acres) due to the adjust of final bulkhead locations resulting
from conflicts with existing utilities.
Proposed Development: I.G. Holdings intends to reconfigure the two 18-hole miniature golf
courses as previously planned for. This work will include the complete removal of the
existing courses and associated walkways. Two new courses will be installed in the same
general area and will include decorative fountains as well as miniature rivers and ponds as
typically found in courses of this nature. These water features are closed loop (do not
discharge onto the site or stormwater pond unless extreme amounts of rainfall are
encountered) and therefore not considered as coverage such as pools. Drainage from the
golf course will not be collected by a closed drainage system, but rather will be allowed to
drain freely via sheet flow. Most of this runoff will infiltrate into adjacent grounds, which are
highly permeable and will maintain a minimum of 30 inches above the groundwater table.
However, such runoff would ultimately be conveyed to the pond if infiltration were not
possible and therefore is being accounted for within the pond.
Land Planning — Engineering — Surveying — Environmental — Construction Management
P.O. Box 3989, 115 W Saint Clair St., Kill Devil Hills, North Carolina 27948
Phone: [phone] www.AlbemarleAssociates.com Fax: [phone]

Paradise Golf
,. Storrnwater Management Narrative
Jury 30, 2010
Page 2 of 2
NCDENR DWQ Stormwater Management Runoff Compliance: The project currently
holds NCDENR stormwater management permit as noted above. The permit maintains
compliance with NCDENR regulations by accommodating runoff from within the site as well
as off site sources (public right-of-way) in the pond constructed for stormwater management
during the original development of the site. In order to accommodate these improvements,
an additional 7,330 sf of coverage is being sought to be included in this permit, which
includes 2,330 sf as shown in the design drawings, plus a contingency of 5,000 sf for
variations during construction. The pond will not require modifications in order to
accommodate this work.

I b
&a
marle
)CIATES, LTD.
EXPRESS
October4, 2010 OCT 061u'll,
NCDENR Division of Water Quality WC DENR
943 Washington Square Mall
Washington, NC 27889
ATTN: Lyn Hardison
RE: Paradise Golf
High Density Permit Modification - SW 7100111
Dear Lyn:
Please find the attached information pertaining to the modification of the stormwater
management (SW7100111) for Paradise Golf. The high density permit was issued on
February 5th of this year when a go-cart track was added to the existing minigolf facility.
At that time, additional coverage was included in order to accommodate future planned
renovations to the golf course. However, much of this allocation was used during the
construction of the go cart track in order to accommodate additional walkways.
Therefore, a minor modification is being sought to allow greater coverage within the site.
The existing pond is large enough to the additional impervious surfaces both with
respect to available volume and surfs a area. The following information is included
within this submittal:
Czccoinc:�-��
• SWU-101 Permit Application
• SW401 - Wet Detention Pond Supplement (revised)
• Minor Permit Modification Fee ($2,000)
• Wet Detention Basin O&M agreements (previously provided)
• Stormwater Management Narrative
• USGS topo quad
• Soils Narrative (previously provided)
• Warranty Deed (previously provided)
• LLC Annual Report (documentation of signing official status -previously provided)
Land Planning — Engineering — Surveying — Environmental — Construction Management
P.O. Box 3989, 115 W. Saint Clair St, Kill Devil Hills, North Carolina 27948
Phone: [phone] www.Albemarl6Associates.com Fax: [phone]

A
w�

Lyn Hardison
NCDENR
October 4, 2010
Page 2 of 2
• Plan sheet C101 —2 copies (dated 8/2/10)
• Plan sheet C201 — 2 copies (dated 8/2/10)
• Plan sheet 4 by Harris Miniature Golf Course— 2 copies (dated 6/29110)
• Calculations (Volume and Pond Compliance)
Construction on this project is expected to begin late this fall while the facility is closed.
Work is expected to be complete during the spring of 2010. If you have any questions
pertaining to this submittal, please do not hesitate to contact me.
Sincerely,
Michael . Morwa , PE
Engineer
cc: File 06663F (350)
IG Holdings

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+ LIMITED LLABILITY COMPANY
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: 1 G Holdings. LLC.
SECRETARY OF STAT'L.L.C. 11) NUMIiF.R: 0602313
NATURE OF BUSLVESS: Real Fsrate Rental
R11GISTERED AGEITr: Cwlasa, Israel
REGISTERED OFFICE MAtL1NG ADDRESS: PO Box 120
Kitty Hawk NC 27949
SOSID: 0602313
Date Filed: 4/21/2009 10:51:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C20091110155A ---
STATE OF INCORPORATION: NC
REGISTERED OFFICE STREET ADDRESS: 2229 S Croatan Highway
Nags Head. NC 27959 Dare County,
SIGNATURE OF TIIE NEW REGISTERED AGENT:
SIGNATURE CONSPUUMS CONSENT TO T}IE .APPOINTSENT
PRINCIPAL.OFF[CF.TFI.F.P11O\'F.NIIMBFR: (252):50-0009
PRINCIPAL OFFICE MA[LING ADDRESS: P.O. Box 120
Kitty Hawk, NC 27949
PRINCIPAL OFFICE STREETADDRESS: 2229 S. Croatmt Highway
.foes Head, XC 27959
\L•1NAG E RS/MF\"B ER S/ORGANIZE R S:
,Fame: Israel Golasa
Title:.ilanager
Address:
2229 S. Croatan lliehwm•
.VaNs head ,VC 27959
CERTIFICATION OF ANNUAL REPORT SfUST BE CONUPL:1ED BY ALL LIMITED LIABILITY CO.Vti'A:\!F.S
FORM MUST BE SIGNED BY A StANAGER TF_MBER DATE
Z5z:ae4 (7-0lQ:5q �jY or�Q�ef�
TYPE OR PRI1.T N.N AE ' TPE OR PRINT T. ME
:SNNU.U. REPORT FEE: S:00 %W1. T'O: S=cn ,f Sate • Cor2mtinm Division • Pw Otlix Box M25 • Raleigh NC 21626435-
OCT 06 2010
"`D`"J, IIIIIIIIIII pIIIBIIINI� 111, 111111111,, 1111111

Mll/7i'] Ie��:c t] ow: :I] Ic.iai .:fit^.it 1 SS p' 1ryn� I�I1tI11 I�nmIyII n1It'mtt!n,�pt1 1IrtmII'I1 1tmuI,1II 6C!8Z`86
XJISNnI:. Otf�r R]tirn Y JEEP JtIE G:.�y�Tu ea: t],00 III II{I ��I'IIII �II I'll lgl'IIW IIIII b,I I,u WIN IY:S CI::,
LAND TRANSFER NUMBER: IEI J/ q
fj 1?o L.AN'D TR-4\SFER FEE: S00.00
1i EXCISE T.---C: S00.00
11 PARCEL NO.
parcel I - 000034-000
Parcel 2 - OOSS40-000
+ Parcel 3 - OOSS43-000
Parcel 4-OOSS-1-000
Parcel 5 - 000035-002; 000036-003: 000033-004; 0000'5M)05; 000035-006:000035.007;
000035-005: CH?W3i-000:OM--,5-OOO:0(0) 6.011:000036-0i?;000036-01 `00003o-01-:
000036-015;000036-016:000036-017;000036.0i5;000036.019:000036.020:.DUX}EC7110
Parcel 6 - 005115-000 & 00512S-000 `
Parcel 7 - 950100-001 f
Prepared by:
E. Crouse Gray. Jr.. Attorney at Law
GRAY & LLOYD. L.L.P.
3120 North Croatan Fliehwap, Ste. 101''^��'
Kill Devil Fills. North Carolina 279=S j
My File No. S626-001
a� Return to: Grantee
t
NORTH C.AROLINA. DARE COUNTY
�i Alt -
THIS DEED made this the(. _Kdayor Mrs gel. . 2002. by and between Israel
,I Golasa. A Free Trader. Grantor. arni 1'G�HOt- _DINGS. L.L.C. of P.O. Box 120. Kmv daw'.ti
NC 27949. G.an:r: \\\
+` The designation G anto: a,-td tee as esed •nvei, shall include said par:i;m z.h it
i heirs. and sur_esso:s and assi rs: `did sha!Ii cW-., singular, plan], masculine, fz nirtmL or
ij neuter as required by coarext.
Q, ..!
tarEissErH:
l THAT the Graa:a.-ior a consideration paid by the Gnr,;r,.::;e receipt of
which is hereby nknon•ledged, has'aad by these presents does scant, bargain, set! and conve_:.
=o the Granted in fee simple. alla}:at cenain lot or parcel of land situated in Dare County.
l North Caro}iea{'and mom partieulariv described as iolio"'s:
: SEE'E\HIB!T "A" ATTACHED HERETO AND 1NCORPOR.'\TED HEREIN,
EXPRESS
OCT 06 2010
NC ®ENR

Illl�lllll��lllllllllllllll��l�llllcllll� iiSpnwn ro.r.a
The oroperty hcreinabove described was acquired by Grantor by instruments recorded
in the following Deed Books and ?ages. Dtuc Coun[y Public Registry- Parcel I - Book 1392.
Page :67:parcell-Book 1.356.?age 278: Parcel 3- Book 1357. Page l 1 Parcel= - Boo:
1357. Paec ! 16: Parcel 5 - Book 13:6. Page 177: ?steel 6 - Book 1275, Paz: 725: Parcel
7 - Book 1207. Page ISS.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in ice simple h
a
And the Grantor covenants aith the Grantee, that Grantor is seized oft c p emir, in
fee simple, has the right to convey she sane in fee simple: that title is markvablean di-e^and
clearof all encumbrances. and that Grantor will warrant and defend he drle :gains 1'e Iasi?ul
claims of all persons whomsoever except for -he exceptions hercinatler s- —xd. f )
Title to the property hexinabove described is subject to the following exceptions:
�f
!. Exception is taken to 2002 ad valorem rates.
2. Exception is taken to any easements and restrictions of rcco" \�
•. L
1N WITNESS WHEREOF. the C
corporate, has caused this instvment to be
officers and its seal to be hcreun:o arixod
vear first above a-incn.
f�\
STATE OF NORTH CAROLINA
COUNTY OF DARE
1, a Notary Public of tr,Countx•,andStar.
personally appeared beiore me this di}• and+ackcow
instrument. �,,,�%
my
c....: 'a::•
histhand and seal. or if
e b mee its duly authorized
of Directors. the day and
aforesaid. certif, that !scael Gols
dgcd the execution of the foreeoirg
s:amo or seal this the 1541day of
NOTARY PUBLIC
M y Cor.:.•nission Expires: N-aea-aeua

IIN11116111111111111111 Millp11111l�llll M-; K,!:
NORTH CA.RO_INA• DARE COl NM"
Of
cetlined to be co,—,%
9
This instrument and this certificate are duly registered at the date and tinie and in the
Book and Page sho•+-n on the tint pa^c he:e .'. �*
REGISTER OF DEEDS C YST.•?NT PEG1S'fF. F'JEEDS '
{ \ j
1

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II I IN IMI11111111111111111 Kill III 111111i111111 lz�31i'1!16M Y,,::_
�I %\ti1BIT "A••
)� Parcel 1:
h, A1! that gain lot or parcel of laid situated in the Town of mill Devil Hills. Atlantic
it To+sa:^.ip. Dare Co` nw. Nor-t2h Carolina and more p:ric_!a:ly described as io!lows:
I:
i All in,* cmain:,an o: parcel! of lard. together with ail i^:pmv^.mens the:eon�ti•ing know'a
!� anddesignatcdas Lot No.Onc (1 ). Blxk Tn (f0)in i}:c subdivision rownas 0^: illc Acaeb.
as shown on a map entitled ".amended Map Book 2. Page 1a=. Pubiie.Reeisn•�oi Da.
County. North. Ca:o!ina.
Parcel::
j� All ;hose certain lots or parcels of land sirated in ;hc Town ofNaas Head. Naes Hcad
• tt,� Township. Dare Covn: . �o-:h Carolina an6 mon paai:ular!y destra^c3s `01#o•.vs:
Being Lots No. 17. IS and 19. Block 7A in the subdi-,is:on l:,o s I al�ene aches, as
shown and delineated on a map or plat of said suhdivis on "Revised Plat Portion of
11halcbone Suodivision. Nags Head Township -Dare Court:�•.Norh' Carolina", made by
Southem—Mapping&Frgi^eelring Compam•. Ap�F' =t95?.�-ri cu!t•rc:ordeC in \fap Bout:
1 2. Page 203. in the office "the Register of ds Deeof Dxe Cou Nonh Czrolina. ,cfe..encc
to •.eh;:h is hereby made for z mom oanicvlar descnonon th_rdt.
Parcel 3: •� ���` ,{•
All those certain lots o: pacc!s of land sima:ed in the Town of Nags Head. Nags Head
I Township. Dare County. Nondi Ca'roli m artd mole p2ticdari.: dcscr bcd as follows:
�1 \\. Being IAs NO. 21, 22 aid 23. Block .`t❑ CY S:lJdlV 6:On lno••sn as Mnaicbone Reaches. as
l shown aid dciinca:cd on a map or p of said subd •isio.i cesiy.atcd "Rc•: is_d Mai. Po.:ior.
�f ofWhalebone Beaches Subdivision. Nags,HcadiTowrship. Dare County. Nosh m \fCrolina."
mace by Sowheappine & F.n in ring Com?zny. April 2i. 19o3. and duly recorded in
?fap Book 2, Page 203:io' 0 iice`o thVRcgisierofDecds of D"_:e Counnt North Caro!ita
reference to -which is hcrcoy.T\ade\f\or a m_orc oanicula. dcs ri ption d:ereoi.
tits. � n-: ..•°
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lIN�1h�161G1111f1�ll11011111,11R11E ���s=
Parcel 4:
All :hose certain lots or parcels of land situated in the Town of Nazi Head. Naes Head
Tow•vhip, Daze County. North Carolina and core particularly described as :ollow•s:
Being Lot No. 20. Block 7A in the subdivision know as Whalebone Beaches, as shown and
delineated on a map o: plat of said suoditision designated "Composite %rap of ha!ebone
Beaches. Formerly. Called Nags head Beach. Including Section 'A'. Nags Headjown<_hip.
Dare County. K.C." made by T. i. Jessup. X.C. Registered Sun,e%or, and record:d is \!Lp
Book 1. Pace 154. in the otncr ot'the Resister of Deeds of D,c County -North a.
Parcel 5:
All those certain lots or parcels of land situated in. the Town of.Kill Devi
Township. Dare County. North Carolina and more panicularly described as
Being Lots Nos. 2. 3. 4. 5. 6. 7. S. 9, 10, 11. 12. 13, 1-, 14.
10 of the subdivision known as Oreille Beach, as shown i
F. Crark. Survm_ dated Jule I". 22, 1960, which plat is
Rcgis-r of Deeds of Dare Ccumi . North Ca:olim. in %la
Parcel6: ( f
i
All those certain lots or parcels of land sinia:ed in the
Township, Darc County. North Carolina and mo e calii
}u 77 IS. 79�20 arJ 21, Bloc:
snap or p!amhcrebfmadc by P.
�• ulof rao:d+in the orrice of the
Book 2 a:,Pa­_ }
w•n of Kill Devil Hills. Atlantic
rivfdcsmbed as follows:
Beinc tots 4. 17 3 IS. Block B. Section 1, as shown and delineated on that plat cmi6rd
-Whispering Pines Subdivision. Senior Ore" dated July 1950. b.: Professional Land
Scr:ices. Incorporated, and reeo:ded in ?iat Cabinet A. Slides 271 and 272. in ihr Pub!>:
Reeism• of Dare Count}•, North Ca:gjina�\\
�� J
Parcel ]: :�.t ,� r�
All that certain lot oipircel of -land'.
Tow; ship. Dare County. Kor.ii Ca:olio
Beinc Block Zia of the'subdwisroa kno;
'Oreille Beach \Ncst' prepared oy:?ri
Michael D. Bar.. Registered Su,•cyvr, t
B00%9 atr?aac `Sheets`ld
F �
F(:+O 7cicu'rGNa `cr. LL neti tiv]i: i•a:
�W
�#
II
t •�
f
�f
ed in. the Town of Kill Devil Hills. Atlantic
^ore panicularly described as follows:
a OMile Beach P: est as shown on a plat entitled
;le Engircering Archimturz-?!arming, Inc.. and
rd September 27. 1976. and duly recorded in %tap
Reeistry of Dare County. North Carolina.

41bemarle
& ASSOCIATES, LTD.
Paradise Golf
Soils Narrative
prepared for the
I.G. Holdings, LLC
January 25, 2010
Existing Conditions: I.G. Holdings, LLC currently owns and operates Paradise
Gold on a 4.43 acre site is located on US-158 in Kill Devil Hills, Dare County. The
Natural Resource Conservation Service Soil Survey for Dare County has mapped
the soils on the site to consist of Corolla Fine Sand (CoB) and Newhan Fine Sand
(NeC), and has noted typical permeability rates for each to exceed 20 inches per
hour. Site investigation have found soil conditions to be primarily sandy and
consistent with qualities described by NRCS mapping data. Initially developed in
(approximately) 1993, the site contains three 18-holes miniature golf courses and a
_3,600 sf building containing the golf course service area and several arcade
machines. The miniature golf course holes are constructed of a permeable carpet
over sand with a gravel base. The holes have been assumed to be impermeable for
purposes of this analysis. A pond was also constructed to manage the stormwater
from the site. In addition, runoff from portions of Arch Street, Cameron Street and
US-158 appear to drain into the pond. An outlet control structure was constructed to
provide a controlled slow -release of the runoff contained within the pond. The outlet
discharges this runoff into the US-158 closed drainage system. The elevation of the
discharge pipe has been surveyed at 7.3, which controls the permanent pool for the
pond. The property owner utilizes the pond for irrigation, and typically discharges
water into the pond that is obtained from on -site wells during dry seasons. During
times when the pond permanent pool level is not being maintained by supplement
well pumping, the permanent pool has been observed at lower rates, providing
additional storage for rainfall events within the pond. The site varies in elevation,
with the majority of the area between 6.0 and 10.0 feet above mean sea level
(NAVD 1988). The property is within a flood zone of "AE-8' and W.
EXPRESS
OCT 08 2UtU
fVU«ffiW
Land Planning- Engineering- Surveying- Emn=tnen.ai- Constnction Management
P-6, Box 3939, 115 V1 Saint Clair St, i0l/ DeW Hills, North Carolina 279-3
Phoney 252.441-2113 nmAbemarleAssodatesrbm Far: 252-=1-0955

SOB Maw --Dare County, North Carolina
(Paradise Golf)
a 3•ts
arts
36're I3S r6"
s36160 tTd1Pq tiS210 t'ffiz0 <>6'z%n axtaf� atz'e>t
= h%=SC*. 1:1,320fnp Wcf Aa(eSz 11j 52G
N�
0 10 20 40 60
c w too 40 300
USDA Natural Resources Web Soil Survey
aM Conserrabort Service National Cooperative Soil Survey
varzoto
Page 7 of 3

Sad Map-0are County. North Carolina Paradise Got -
I)
Map Unit Legend
Dare County, North Carolina (NC055)
Map Unit Symbol I Map Unit Name I Acres in AOI I Percent of AO1
COB Corona fine sand, 0 to 6 percent 2.5 i 50.0%'
j slopes, rarely flooded
NeC # ; Newhan fine sand, 0 to 10 percent 2.5 50.0%
slopes
Totals for Area of Interest 5.0 100.0%
M14 Natural Resources Web Soil Survey 1fs/2010
® Conservation Service National Cooperative Soil Survey Page 3 of 3

Aft
�,—NC®ENR L&�O
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Isreal Golasa, Manager
I G Holdings, LLC
2229 S. Croatan Hwy
Nags Head, NC 27959
Dear Mr. Golasa:
Division of Water Quality
Coleen H. Sullins Dee Freeman
Director Secretary
February 5, 2010
I t? I ��
l�
Subject: Permit No. SW7100111
Paradise Golf
Redevelopment Stormwater Permit
Dare County
The Washington Regional Office received a complete Stormwater Management Permit Application for
the redevelopment of Paradise Golf on January 26, 2010. Staff review of the plans and specifications
has determined that the protlect, as proposed, will comply with the Stormwater Regulations set forth in
Title 15A NCAC 2H .1000. We are forwarding Permit No. SW7100111, dated February 5, 2010, for
the construction of the subject project.
This permit shall be effective from the date of issuance until February 5, 2020, 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 hearingg 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, 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 either
Scott Vinson or me at [phone].
Si cerely,
"� AI Hodge
Regional Supervisor
Surface Water Protection Section
AH/sv: S:\WQS\STORMWATER\PERMIT\SW7100111
cc: Mike Morway, PE
Dare County Inspections
Washington Regional Office
Central Files
North Carolina Division of Water Duality Internet. w .nmaterquality.org One
943 Washington Square Mall Phone. [phone] FAX: [phone] North C aro t i n a
Washington, NC 27889 FAX [phone] Nahl ra��lf
An Equal Equal Opon punily 1 AffrrnaFve Action Employer

State Stormwater Management Systems
Stormwater Permit Number SW7100111
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
REDEVELOPMENT PERMIT
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
I G Holdings, LLC
Paradise Golf
Dare County
FOR THE
redevelopment of existing impervious surfaces and treatment of the runoff in an existing
wet detention pond 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.
The Permit shall be effective from the date of issuance until February 5, 2020 and shall
be subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
1. The built -upon area permitted to drain to the existing wet detention pond is
102,017 square feet that includes existing and off -site impervious area.
2. To the extent practicable, the project has provided stormwater control measures
in accordance with the stormwater rules. Those control measures are:
a. Wet detention basin
b. Those measures as more fully described in Section 1.5 of this permit.
3. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
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.
2of7

5. The following design criteria have been provided in the wet detention basin and
must be maintained at design condition:
a. Drainage Area, ft2:
b. Total Impervious Surfaces, ft2:
C. Pond Depth, feet:
d. TSS removal efficiency:
e. Permanent Pool Elevation, FMSL:
f. Required Permanent Pool Surface Area, ft2:
g. Provided Permanent Pool Surface Area, ft2:
h. Temporary Storage Elevation, FMSL:
i. Required Storage Volume, ft3:
j. Provided Storage Volume, ft3:
k. Receiving Stream/River Basin:
I. Stream Index Number:
M. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
1
2
3
4
233,813
102,017
3.0 average
85%
7.30
8,698
17,978
8.70
12,939
28,877
Kitty Hawk Bay / Pasquotank
30-19
"SC"
The permittee shall at all times provide adequate erosion control measures in
conformance with the approvedErosionControl Plan.
The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request
The permittee shall construct the stormwater control measures as shown on the
approved plans.
The permittee shall at all times provide the operation and maintenance
necessary, to assure the permitted stormwater system functions at optimum
efficiency including, but not limited to:
a. Semi-annual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Debris removal and unclogging of outlet structure, orifice device, catch
basins and piping.
5. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
3 of 7

State Stormwater Management Systems
Stormwater Permit Number SW7100111
e. Further subdivision, acquisition, or selling of the project area. The project
area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval was sought.
6. The Director may determine that other revisions to the project should require a
modification to the permit.
7. 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.
8. 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.
9. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
10. 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 to
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
approvedplans and specifications must be noted on the Certification. A
modification may be required for those deviations.
III. GENERAL CONDITIONS
1. Failure to abide b the conditions and limitations contained in this permit may
subject the Permiyee to an enforcement action by the Division of Water Quality,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C
2. The permit issued shall continue in force and effect until revoked or terminated.
3. 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.
4. The issuance of this permit does not prohibit the Director from reopeningg and
ating t modifying the permit, revoking and reissuing the permit, or terminFie permit
as allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
5. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for an
yy
additions, deletions or redesign of the previously permitted amount of built -upon
area proposed regardless of the size of the modifcation.
6. The permit is not transferable except after notice to and approval by the Director.
The Director may require modification or revocation and reissuance of the permit
to change the name and incorporate such other requirements as may be
necessary. A formal permit request must be submitted to the Division of Water
Quality accompanied by the appropriate fee, documentation from both 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 Director approves the transfer request.
4of7

Stormwater Permit Number SW7100111
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) which have jurisdiction.
8. The permittee grants permission to DENR Staff to enter the premises during
normal business hours for purposes of inspecting the facility.
9. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
10. 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.
11. This permit shall be effective from the date of issuance until February 5, 2020.
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 5`h day of February, 2010
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
---- `---I_ �et--------------------------------- for
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7100111
5 of 7

State Stormwater Management Systems
- Stormwater Permit Number SW7100111
Paradise Golf
Stormwater Permit No. SW7100111
Dare County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
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
6of7

Stormwater Permit Number SW7100111
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 outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Dare County Building Inspections
7of7

' DWQ USE ONLY
Date Received
Fee Paid CV.W V-2S I
Permit Number
6W91D0M
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
JAN 26 2010 Department of Environment and Natural Resources UIU�'
NC ®ERR Division of Water Quality 6ro
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an anginal
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
2. Location of Project (street address):
3300 North Croatan Highway
City:Kill Devil Hills County:Dare Zip:27948
3. Directions to project (from nearest major intersection):
From the intersection of US-158 (N Croatan Highway) and SR-1217 (Colington Road), proceed north on
US-158 3 miles Paradise golf is on the west (left) side of US-158 at the intersection of US-158 and Arch Street
4. Latitude:36" 03' 11" N Lon56tude:75* 41' 09" W of the main entrance to the project.
II. PERMIT INFORMATION: n _ �� /�
1. a. Specify whether project is (check one): NNew Modification V`,L-A,4 J' " �
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density NHigh Density []Drains to an Offsite Stormwater System NOther
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control: 1_83 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit
Form SWU-101 Version 07Ju1}2009 Page I of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Officials name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organizational G Holding_ L.r-C-
Signing Official & Title:Isreal Golasa Mg�- P1aE2
b. Contact information for person listed in item la above:
Street Address:2229 S. Croatan Highway
City:Nags Head State: NC Zip:27959
Mailing Address (if applicable):PO Box 120
City:Kitty Hawk StateNC Zip:27949
Phone: (252 ) 480-0009 Fax: (252 ) 48G-M9
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
® Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property
Signing Official &
b. Contact information for person listed in item 2a above:
Street Address:
Mailing Address
Phone:
State:
State:
Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project
Other Contact Person/Organization:
Signing Official &
b. Contact information for person listed in item 3a above:
Mailing
City:_
Phone:
State:
Fax:
Form S"-101 Version 07July2009 Page 2 of 7

4. Local jurisdiction for building permits:
Point of Contact. Phone #:
IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff is currently collected and conveyed to a pond jreviously constructed for management
of stormwater. New impervious surfaces will be collected and conveyed to the pond as well
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.Identify the regulation(s) the project has been designed in accordance with:
® Coastal SW -1995 ❑ Ph H - Post Construction
3. Stormwater runoff from this project drains to the Ea.Muotank River basin.
4. Total Property Area: 4.43 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area*:4.43 acres
Total project area shall be calculated to exclude thefollowing: the normal pool of impp�ou��nded structures, the area
between the banks of streams and rivers, the area below the Normal Hi h Water (NHW) line or Mean High Water
(MHIM line, and coastal wetlands landward from the NHW (or MI line. The resultant project area is used to
calculate overall percent built upon area (BIIA). Non -coastal wetlands landward of the NHW (or MH1M line may
he included in the total project area.
8. Project percent of impervious area: (I'otal Impervious Area / Total Project Area) X 100 = 42.7 %
9. How many drainage areas does the project have71 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Form SWU-101 Version 07Ju1y2009 Page 3 of 7

Basin Information
Draina a Area 1
Drainage Area _
Draina a Area _
Drainage Area _
Receiving Stream Name
Kitty Hawk Bay
Stream Class *
SC
Stream Index Number *
30-19
Total Drainage Area (so
233,813
On -site Drainage Area (so
193,055
Off -site Drainage Area (sf)
1 40,758
Proposed Impervious Arear* (so
102,017
% Impervious Area" total
43.6
Impervious— Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
3,643
On -site Streets (so
17,683
On -site Parking (so
0
On -site Sidewalks (sf)
5,389
Other on -site (so
Future (so
3,800
Off -site (so
19,559
Existing BUA*** (so
51,943
Total (so:
1 102,017
* Stream Class and Index Number can be determined at: ht!pVlh2o.enr.state.nc.us/b msheports/reyortsWB.html
*` I area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sideu alks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B UA.
11. How was the off -site impervious area listed above determined? Provide documentation. Survey & AutoCAD
Projects in Union County: Contact DWQ Central Office staffto check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 01B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project The latest versions of the forms can be downloaded
fromh!W://h2o.enr.state.nr.us/su/bmv forms.htm.
VL 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. A detailed application instruction sheet and BMP
checklists are available from hft://h2o.enr.state-nc.us/su/bmp forms.htm. The complete application
package should be submitted to the appropriate DWQ Office. (The appropriate office may be found by locating
project on the interactive online map at hft://h2o.enr.state.nc.us/su/nisi maps.htrn)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from hgR;/ /h2o.enjr,state.nc.us/su/bmR forms htm.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. NK3N
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants NIA _
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M NS C^
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to _K'SIN—
h2p•//www envheIR.or¢/paM/onestoMxpress.htmi for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
Form SWU-101 Version 07Ju1y2009 Page 4 of 7

5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1h mile of the site boundary, include the rh
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and fine.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
In. Wetlands delineated, or a note on the plans that none exist (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p Vegetated buffers (where required).
MSS
N.lr
m31ti
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify11
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x1l" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWr prior
to submittal, [phone].) thSJ�
10. A copy of the most current property deed. Deed book: 392 Page No: 467
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC M'l:;.�
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2111003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
htW: / / www.secretaKy.state.nc.us/Corporations/ CSearch.aspx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
h!W://h2o,enr.state.nc.us/su/bml2 forms htm#deed restrictions. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot
Form SWU-101 Version 07July2009 Page 5 of 7

VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer.Michael i Morway, PE
Consulting Firm: Albemarle & Associates Ltd.
Mailing Address:PO Box 3989
City:Kill Devil Hills State:NC Zip:27948
Phone: (252 ) 411-2113 Fax: 02 ) 441-0%5
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been felled out, complete this
section) N / Qc
I, (print or type name of person listed in Contact Information, item 2a) ` certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item lb) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of . County of
do hereby certify that personally appeared
before me this _ day of
. and acknowledge the due execution of the application for
a stormwater permit Witness my hand and official seal,
SEAL
My commission
Form SWU-101 Version 07July2009 Page 6 of 7

X. APPLICANTS CERTIFICATION
1, (print or type name of person listed in Contact Information, item 2) Isreal Golasa
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 21-1.1000, SL 2006-246 (Ph.11- Post Construction) or SL 2008-211.
Signature: ��.inQi � /'Dame:
I, �s-�1.c tL Vq l�rct I a Notary Public for the State of j" &M (.AQ. County of
I Ace- do hereby certify that L5ca�.�a'2S¢ personally appeared
before me this,�day of 1 D • an wledge the duce executio of the application for
a stormwater permit Witness my hand and official seal, �(GI �GNCe /Y / • Z,:,
Y
PATRICIAN. GRA
NOTARY PUBLIC
DARE COUNTY' NC
F7 FA I
My commission expires 1& /'9,/ �0' H
Form SWU-101 Version 07July2009 Page 7 of 7

Permit No
(to be Provided by DWQ)
AkVMW
NCDENR
EXPRESS
JAN 26 MID
NC DENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be fitted out, printed and submitted.
The Required Items Checklist (Part Iff) must be printed, filled out and submitted akvlg with all of the required information.
I. PROJECT INFORMATION
Project name Paradise Golf
Contact person Midlad J. Morway
Phone number 252-441-2113
Date
Drainage area number
II. DESIGN INFORMATION
Site Characteristics
Drainage area
233,813 ft
Impervious area, post -development
102,017 fe
%impervious
43.63 %
Design rainfall depth
1.5 in
Storage Volume: Non-SAWaters
Minimum volume required 12,939 ft
Volume provided 28.877 ft
Storage Volume: SA Waters
1.5• mcog volume ft'
Pre -development 1-yr, 24-hr Nlgg ft'
Post -development 1-yr, 244u runoff to
Minimum volume required ft'
Volume provided 8'
OK
OK volume provided is equal to or in excess of volume required.
Peak Flow Calculations
Is the prelpost control of the lyr 24hr storm peak flow required?
n (Y or N)
1-yr, 244ir rainfall depth
in
Rational C, pre -development
(unitless)
Rational C. post -development
(uni0ess)
Rainfall intensity:1-yr, 24-t1r storm
iNhr
Pre -development 1-yr. 24-hr peak flow
ft Isec
Post -development 1-yr, 244ir peak flow
felsec
Pre/Post 1-yr, 24-hr peak flow control
ft'Isec
Elevations
Temporary pod elevation
8.70 first
Permaned pod elevation
7.30 Imsl
SHWT elevation (appmx. at the perm. pod elevation)
730 first
Top of 10ft vegetated shelf elevation
fmsl
Bottom of 10ft vegetated shelf elevation
rmel
Sediment clear" top elevation (bottom of pond)
fmsl
Sediment deanout, bottom elevation
trust
Sedimerd storage provided
it
Is there additional volume stored above the saID-i quired temp. pool
y (Y or N)
Elevation of the top of the adddonal volume
8.7 first OK
Form SW401-Wet Detentim easir ftev.8-s1nA9 Pans r 611 Design Smvnmy. Page t of 2

,- Permit No.
(m be provided by 0M)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pod
Area REQUIRED, permanent pod
SAIDA ratio
Area PROVIDED, permanent pod, Ao -,d
Area, bottom of 1011 vegetated shelf, Abo_ r
Area, sediment dearnout, top elevation (bottom of pond), Amrvau
Volumes
Volume, temporary pod
Volume, permanent pod, V,_,d
Volume, forebay (sum of forebays 8 more than are forebay)
Forebay %of permanent pod volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
MountainlPiedmont SAIDA Table Used?
SAIDA ratty
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pod, Vy j r
Area Provided, permanent pool, A.,w
Average depth calculated
Average depth used in SAIDA, d., (Rood to nearest 0.511)
Calculation option 2 used? (See Figure 10-2b)
Area provided. permanent pod. Ao _"
Area, bottom of 10ft vegetated shelf. Am en
Area, sediment dearaut, top elevation (bottom of pMA, Am ,a
'Depth' (distance tlfw bottom of 1 Oft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA. it., (Round to nearest 0.5ft)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (8 circular)
Area of orifice (dtron-dreular)
Coefficient of discharge (Cu)
Driving head (Hj
Drawdown through weir?
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Infomution
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures a0 runoff at ultimate butldout'7
Drain mechanism for maintenance or emergencies is:
31,145 ft
8,698 ft'
3.72 (unidess)
17.978 it, OK
ft`
e
ftn
Ili
fte
85 %
y (Y or N)
n (Y or N)
3.72 (unitless)
n (Y or N)
ft
17.978 ft
it
it
n (Y or N)
17,978 fl'
fl°
f1T
y (Y or N)
multiple in
in
(unidess)
it
(Y or N)
(unilless)
(unitless)
it
It
folsec
fte/sec
fte/sac
days
rda :1
OK
:1
it
:1
:1
y (Y or N)
OK
1.0 ft
OK
y (Y or N)
OK
Na (Y or N)
OK
IF (Yor N)
OK
use irrigation panps to drain pond
Form SW401-Wet Derentan Basin-Ray.8-9117A9 Pans 1. a 11 Design Summary, Pete 2 or 2

EXPRESS
Permit No.
J A N 2 6 2010 (to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST HC nF
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
1. Plans (1' - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
2. Partial plan (1' = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin crass -section,
- Vegetation specification for planting shelf, and
- Filter strip.
(�S� L3oZ 3. Section view of the wet detention basin (1' = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
U 4. If the basin is used for sediment and erosion control during construction, dean out of the basin is specified
L on the plans prior to use as a wet detention basin.
►'vE 5. A We of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
I0 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
�� 7. The supporting calculations.
A7ZkpeD 8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
9. A copy of the deed restrictions (d required).
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention BasiMRev.8-9/17/09 Part Ill. Required Items Checklist, Page 1 of 1

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EXPRESS
JAN 2 6 2010
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detent% peration and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
® does ❑ does not incorporate a vegetated filter at the outlet.
This system (check one):
® does ❑ does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical-
- Once a year, a dam safety expert should inspect the embankment
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element
Potentialproblem:
How I will remediate the problenr.
The entire BMP
Trash debris is present
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide time and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
I
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

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

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potential problenr
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 3 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 2 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation ly_
Sediment Removal
Pe anen Pool
-S-LL
--
-Volume
t�t�
Sediment Removal Elevation _rZ
Volume
Bottom Elevatio 4A
----------------------------------------------
It Min.
------
Sediment
Bottom Elevation
1-ft r
Storage
Sedimei
Storage
FOREBAY
MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Volumetric Runoff Calculations
Simple Method
Project Name: Paradise
or Lot BUA
Total:
EXPRESS
JAN 2 6 22ps@
0y�110®0
NC ®Ell
Project Area Description
37.8%
existing (to proposed
existing remain) (addition!)
3,661 3,661 3,643
0 0 17,683
32,511 29,548 0
7,833 6,533 5,389
24,876 12,201 3,800
19,559 19,559 0
88,440 71,502 30,515
includes storage shed
golf holes (prop = future)
SF
SF
SF
SF
SF
SF
SF
Runoff Calculations (Simple Method)
NCDENR
10 yr, 2 hr 10 yr, 2 hr -pre
10 yr, 2 hr - post
Design Runoff (in)
1.5
4.3 4.3
4.3 _
Total Area (Ac.)
233,813
233,813 233,813
233,813
Coverage
43.6%
43.6% 37.8%
43.61Y.
R(v)
0.443
0.443 0.390
0.443
Rainfall Volume
12,938
37090 32,711
37,090 4,379
NCDENR Design: 12,938
Municipal Design: 37,090

IRWWIII%ol ow
& ASSOCIATES, LTD.
Engineering - Surveying - Land Planning
SHEET NO.
CALCULATED BY
CHECKED BY
OF _
DATE
DATE
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JAN262010D
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marle
)CIATES, LTD.
raXPRESS
JAN 26 ZA
HC ®ENR
Paradise Golf
Stormwater Management Narrative
prepared for the
I.G. Holdings
PO Box 120, Kitty Hawk, NC, 27949
Revised January 21, 2010
Existing Conditions: The 4.43 acre site is located on US-158 in Kill Devil Hills,
Dare County. The Natural Resource Conservation Service Soil Survey for Dare
County has mapped the soils the site consist of Corolla Fine Sand (CoB) and
Newhan Fine Sand (NeC), and has noted typical permeability rates for each to
exceed 20 inches per hour. Initially developed in (approximately) 1993, the site
contains three 18-holes miniature golf courses and a ±3,600 sf building containing
the golf course service area and several arcade machines. The miniature golf course
holes are constructed of a permeable carpet over sand with a gravel base. The
holes have been assumes to be impermeable for purposes of this analysis. A pond
was also constructed to manage the stormwater from the site. In addition, runoff
from portions of Arch Street, Cameron Street and US-158 appear to drain into the
pond. An outlet control structure was constructed to provide a controlled slow -
release of the runoff contained within the pond. The outlet discharges this runoff into
the US-158 closed drainage system. The elevation of the discharge pipe has been
surveyed at 7.3, which controls the permanent pool for the pond. The permanent
pool has been observed at lower rates, providing additional storage for rainfall
events within the pond. The property owner utilizes the pond for irrigation, and
typically discharges water into the pond that is obtained from on -site wells during dry
seasons. The pond is currently bulkheaded around the perimeter facing the interior
of the site. The site varies in elevation, with the majority of the area between 6.0 and
10.0 feet above mean sea level (NAVD 1988). The property is within a flood zone of
"AE-8" and "X".
Proposed Development: I.G. Holdings intends to remove one of the 18-hole
miniature golf courses in order to construct an electric go-cart and bumper car
("spin -zone") track. Additional stormwater drainage will be provided in order to direct
runoff from this area into the existing pond in manner that will not "short circuit' the
pond and provide water quality enhancement. Additional bulkheading will be
installed around the perimeter (exterior side) of the existing pond. A swale /
stormwater overflow area will be installed along the south side of the site to convey
runoff (mostly from the adjacent right of way) to the pond and provide additional
storage on the site. Three depressed "supplemental infiltration areas" have also
been provided within the go-cart track to provide additional storage and infiltration
capabilities. These basins are provided to meet municipal requirements only and are
being excluded from state permitting. Overflow from these areas will be directed into
the existing pond. An additional allocation of 3,800 sf has been provided for an
Land Planning — Engineering — Surveying — Environmental — Construction Management
P.O. Box 3989, 115 W Saint Clair St., Kill Devil Hills, North Carolina 27948
Phone: [phone] w AlbemarleAssociates.com Fax: [phone]

Paradise Golf
Stommater Management Narrative
January 21, 2010
Page 2 of 2
increase in impervious area that would result from a potential future redevelopment
of the remaining 36 hole miniature golf course.
NCDENR Stormwater Management Runoff Compliance: The existing pond was
originally constructed to manage stormwater runoff from the site and has functioned
as such since construction. In order to meet requirements set forth by the Town of
Kill Devil Hills, the site is required the site to manage a 10-year, 2-hour rainfall event
(4.3 inches of rainfall). Runoff resulting from 1.5" (as required by NCDENR coastal
county stormwater regulations) of rainfall has been calculated to be a total of 12,938
cf from on and off site sources. The pond will maintain a surface area of 17,978 sf.
The overflow for the pond is being set at 8.7 feet above msl, providing a temporary
storage volume of 25,169 cf. The adjacent swale / stormwater overflow area
provides an additional 3,708 cf of storage volume below the 8.7 overflow elevation.
Using an assumed depth of 3.0 feet and a proposed (future) coverage of 44%, the
required SA/DA ratio for this is 3.72, resulting in a required surface area of 0.20
acres. The existing pond will maintain a surface area of 0.41 acres. The new
collection system will also provide additional routing of runoff through the pond. The
previously designed vegetative filter on the overflow will be re-established.

North Carolina Secretary of State
http: //www. secretary. state. nc. us/corporations/Corp. aspx? Pi temId=5...
�r✓'mow w+., North Carolina
4 :h t
�� 1?1?t,Lz Elaine F. Marshall DEPARTMENT OFTI1E
�- Secretary SECRETARY OF STATE
�'" r PO Box 29622 Raleigh, NC 27626-0622 [phone]
CORPORATIONS
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Corporation Names
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Principal Office Address:
Principal Mailing Address:
0602313
Current -Active
8/28/2001
Domestic
NC
12/31/2050
Golasa, Israel
2229 S. Croatan Highway
Nags Head NC 27959
PO Box 120
Kitty Hawk INC 27949
2229 S Croatan Nghway
Nags Head NC 27959
P O Box 120
Kitty Hawk NC 27949
1 of 1 2/5/2010 10:56 AM

4251
BEACH MART GOLF INC.
THE EAST CAROLINA BANK
" ^`
<s; r
- DBPARADISE GOLF
NAGS HEAD, NORTH•
LOM D959
'. 66-679531
P
PH. 252-480-0009,
ORP
� IMNVJ.ECBBANCORP.COM
,
P.O. BOX'120
1/22/2010
.KITTY HAWK, ANC 27949
_
PAY TO THE
' ORDER OF ,::;. ,� �
NCDENR
-
a.-,' ;;
Q
'2;000 00 E
;�.;,.; +
,�-
DOLLARS
Two Thousand and 00/100;,,,,,,;,,,,,s
,,,,,,,,,,,,,,,, ,,. ,,,,.,,..,,,
..V„ -
NCDENR ? H.[
FaM1ur`�ed Fap
943 Washington Square Mall -
Washington, NC ,27889
MEMO
- II.
_
'p
BEACH MART GOLF; INC.
�
�,„�,:�;,•,.,�,
v %a�; A2 51
NCDENR
'1/2212010
Date Type Reference' ` ,•.:
Original Amt. Balance;,Due Discount
`:; `'Payment '-
1/22/2010 Bill Permit -for Upgrades '
2,000-00 2,000.00
,` 2,000.00
''CheckAmount
2,000.00
® spy
=
JAN 2"6 2010;•
NC ®ENR
Y
East Carolina
"''
; 2,000:00

For DENR Use Renewer �t-IDONLY®F'� North Carolina Department of Environment and submit
Natural Resources
NC®ENR Request for Express Permit Review Time.
Confirm
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 818-296-4698;alison.davidson(7pncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; dayid.lee((1lncdenr.goV
• Mooresville & -Patrick Grogan 704-663.3772 or patrick.grogan(a)ncdenr.gov
• Washington Region -Lyn Hardison 252-946-9215 or lvn.hardison(a)ncdenr.gov
• Wilmington Region -Janet Russell 910-350-2004 or ianet.russell(alnccienr.gov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Permits of request
SW
SW
SW
SW
SW
Project LF County:
Applicants me: PARADISE 0 SRAEL GOLASA Company:DI.GRHOLDINGS EXPRESS
Address: 2229 S. CROATAN HIGHWAY City: NAGS HEAD, State: INC Zip: 27959-_ JAN 26 2010
Phone: [phone], Fax: [phone], Email:
Physical Location:3300 NORTH CROATAN HIGHWAY DAs ®��
Project Drains into KITTY HAWK BAY waters — Water classification SC (for classification see-http://h2o.enr.state.#Ims repo s eportsWB.html)
Project Located in PASQUOTANK River Basin. Is project draining to class ORW waters? N , within Y, mile and draining to class SA waters N or within 1
mile and draining to class HQW waters? N
Engineer/Consultant: MIKE MORWAY Company: ALBEMARLE & ASSOCIATES LTD
Address: PO BOX 3989 City: KILL DEVIL HILLS, State: NC Zip27948-_
Phone: [phone]. Fax: [phone], Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER: _
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ If of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ElOff-site[SW (Provide permit #)j
ElHigh Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
ElHigh Density -Other _ # Treatment Systems / ® MOD:❑ Major ® Minor ❑ Plan Revision ® Redev. Exclusion SW (Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
Received from US ACOE ❑ Yes ❑ No
For DFNR use
Fees lit for multiple ermits: (Check If
Buffer Impacts: ❑ No ❑ YES' _acre(s)
Isolated wetland on Property ❑ Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
Total Fee Amount
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
i Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ElLD, El Gen)
$ (kpD
401:
$
LDS
$
Stream Deter—
$
NCDENR EXPRESS March 2009

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� lbemarle
& ASSOCIATES, LTD.
EXPRESS Paradise Golf
JAN 2 6 2010 Soils Narrative
prepared for the
NC DENR I.G. Holdings, LLC
January 25, 2010
Existing Conditions: I.G. Holdings, LLC currently owns and operates Paradise
Gold on a 4.43 acre site is located on US-158 in Kill Devil Hills, Dare County. The
Natural Resource Conservation Service Soil Survey for Dare County has mapped
the soils on the site to consist of Corolla Fine Sand (CoB) and Newhan Fine Sand
(NeC), and has noted typical permeability rates for each to exceed 20 inches per
hour. Site investigation have found soil conditions to be primarily sandy and
consistent with qualities described by NRCS mapping data. Initially developed in
(approximately) 1993, the site contains three 18-holes miniature golf courses and a
±3,600 sf building containing the golf course service area and several arcade
machines. The miniature golf course holes are constructed of a permeable carpet
over sand with a gravel base. The holes have been assumed to be impermeable for
purposes of this analysis. A pond was also constructed to manage the stormwater
from the site. In addition, runoff from portions of Arch Street, Cameron Street and
US-158 appear to drain into the pond. An outlet control structure was constructed to
provide a controlled slow -release of the runoff contained within the pond. The outlet
discharges this runoff into the US-158 closed drainage system. The elevation of the
discharge pipe has been surveyed at 7.3, which controls the permanent pool for the
pond. The property owner utilizes the pond for irrigation, and typically discharges
water into the pond that is obtained from on -site wells during dry seasons. During
times when the pond permanent pool level is not being maintained by supplement
well pumping, the permanent pool has been observed at lower rates, providing
additional storage for rainfall events within the pond. The site varies in elevation,
with the majority of the area between 6.0 and 10.0 feet above mean sea level
(NAVD 1988). The property is within a flood zone of "AE-8" and "X".
Land Planning — Engineering — Surveying — Environmental — Construction Management
P.O Box 3989, 115 W. Saint Clair St., Kill Devil Hills, North Carolina 27948
Phone: [phone] w ..AlbemarleAssociates.com Fax. [phone]

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Soil Map —Dare County, North Carolina
(Paradise Golf)
36'3'1Y
Nee
36' 3' 15•
36' 3' 6• 36' 3' 6'
436150 438180 438210 438240 438270 438300 438330
_ 8 pSm : 1:1,3201 purled m A tg(BS x 11'IsMel. -
N Meters
0 10 20 40 60
Feel
0 50 100 210 300
USDA Natural Resources Web Soil Survey 1/4/2010
Conservation Service National Cooperative Sod Survey Page 1 of 3

Soil Map -Dare County, North Carolina
Paradise Golf
Map Unit Legend
Dare County, North Carolina (NC055)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
CoB
Corolla fine sand, 0 to 6 percent
slopes, rarefy flooded
2.5
Wo%
NeC
Newhan fine sand, 0 to 10 percent
slopes
2.5
50.0%
Totals for Area of Interest
5.0
100.0%
Natural Resources Web Soil Survey 1/4/2010
Conservation Service National Cooperative Soil Survey Page 3 of 3

Flt.d lddt 1410 APR. 100 Gm Id. 0000000
ASI191=2 00:11M Red.LAt .: 4""
000 Odd. DEED W E.Ai.. I.dd- SO."
OARaARd R MAY. REGISTER OF DEEDS DAM CO. W
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6RAY N LLOYD, i I a
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LAND TRANSFER NUMBER: 11
I% LAND TRANSFER FEE: $00.00
EXCISE TAX: $00.00
PARCEL NO.
Parcel 1 - 000034-000
Parcel 2 - 008840-000
Parcel 3 - 008843-000
Parcel 4 - 008841-000
Parcel 5 - 000035-002; 000036-003; 000035-004; 000035-005;
000035-008; 000037-000; 000035-000; 000036-011; 000036-012;
000036-015; 000036-016; 000036-017; 000036-018; 000036-019;
Parcel 6 - 005115-000 & 005128-000
Parcel 7 - 980100-001 O
Prepared by:
E. Crouse Gray, Jr., Attorney at Law
GRAY & LLOYD, L.L.P.
3120 North Croatan Highway, Ste. 101
Kill Devil Hills, North Carolina 27948
. ..
My Fi,,.... ,,,,.
Retun
NOR
Golas
NC T
heirs,
neuter
which
unto t
North
i
JAN 26 20W
SIC DEER
002, by and between Israel
P.O. Box 120, Kitty Hawk,
.I include said parties, their
ral, masculine, feminine or
the Grantee, the receipt of
nt, bargain, sell and convey,
id situated in Dare County,
PORATED HEREIN

11III111111111111111111111111110111111111111111111100�06. , 1,n
The property hereinabove described was acquired by Grantor by instruments recorded
in the following Deed Books and Pages, Dare County Public Registry. Parcel 1 -Book 1392,
Page 467; Parcel 2 -Book 1356, Page 278; Parcel 3 -Book 1387, Page 117: Parcel 4 - Book
1387, Page 116; Parcel 5 -Book 1356, Page 177; Parcel 6 -Book 1275, Page 725; Parcel
7 - Book 1207, Page 185.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all v lcges and
appurtenances thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seize of`he piem es in
fce simple, has the right to convey the same in fee simple; that title is mar�et a and -free and
elearofallencumbrances, and that Grantor will warrant and defend the le.agamstthe la I
claims of all persons whomsoever except for the exceptions hercinafstat _d\ 1�
Title to the property hereinabove described is subject to the following xceptions:
I. Exception is taken to 2002 ad valorem taxes. /�����\
2. Exception is taken to any easements and restric io s ofre QrdlI.
IN WITNESS WHEREOF, the Grantor bas-herein t h's'Id and sea]. or if
corporate, has caused this instrument to be signs d)''nits/corporate name 6y its duly authorized
officers and its seal to be hereunto affixed by/apthority of itsoprd of Directors, the day and
year first above written. II (( 11I1
STATE OF NORTH CAROLINAO
COUNTY OF DARE
I, a Notary Public of
personally appeared before me
instrument.
my
URA) & LWI V L
�f1pR VEYi r 11 IAM
fk CIFv1.F [ equ,
9 P Rw.Nq
10,
MJI IkN W1 13lNN
I�zl uuve
aforesaid, certify that Israel Golasa
Aged the execution of the foregoing
stamp or ,,s�nela�^ll� this theeJ_fJS day of
NOTARY PUBLIC
My Commission Expires: /si -o3 of—oZ 00 oZ

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NORTH CAROLINA, DARE COUNTY
of
is/arc certified to be correct.
9
This instrument and this certificate are duly registered at the date and tffn�\ in the
Book and Page shown on the first page hereof 1
`hffo_ —Aly) dY1wnC BY:
REGISTER OF DEEDS �r--
F\WORDbLcnu\IG Holdings l,LC\Uccd Golasa mlG llnldings wpd
O
3

/,8 M2 N „M
EXHIBIT "A"
Parcel 1:
All that certain lot or parcel of land situated in the Town of Kill Devil Hills, Atlantic
Township, Dare County, North Carolina and more particularly described as follows:
All that certain tract or parcel of land, together with all improvements thereon Ibb .frig known
and designated as Lot No. One (1), Block Ten (10) in the subdivision known as Orvi)le Beach,
as shown on a map entitled "Amended Map Book 2, Page 144, Pubfi _Regis Dare
County, North Carolina.
Parcel 2:
Al] those certain lots or parcels of ]and situated in the Town off a�HaNagsHead
Township, Daze County, North Carolina and more particularly describe�Ql{ows:
Being Lots No. 17, 18 and 19, Block 7A in the subdivision wn as leboneBocaches, as
shown and delineated on a map or plat of said subdi i ikon '"'Rcv�s d Plat Portion of
Whalebone Subdivision, Nags Head Township -Dare Co ry, rvorr+L Carolina", made by
Southem Mapping & Engineering Company, ;1-25, 1963�duly-recorded in Map Book
2, Page 203, in the office of the Register of Deeds of Dare Cgqtunty, North Carolina, reference
to which is hereby made for a more particular description thereof.
Parcel 3:
All those certain lots or parcels ofland situated in the Town of Nags Head, Nags Head
Township, Dare County, North Cn�r hna an\ re particularly described as follows:
Being Lots No. 21, 22 and 23, Block 7��h4kvision known as Whalebone Beaches, as
shown and delineated on a map ovp� a'd subdlviston designated "Revised Plat, Portion
of Whalebone Beaches Subdivt on, Na� liesu Township, Dare County, North Carolina,"
made by Southern Map{{��ing & I,n�intYng C�L�i'lipany, April 25, 1963, and duty recorded in
Map Book 2, Page203,4ath OffiLe ofll�Register of Deeds of Dare County, North Carolina,
reference to which is hcreb�� fora myrc particular description thereof.
cues n uora L
ATTp"M AT L\N
Tk Fu'Y�rt Cmue
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kill llI N H1, �, N EwY
11f31 YI�,)tl

IINIIIIIIIIIIIII�IIIIIIIIiiI'IIIIII��IIIIMIIIIIIN �a.81e1 0:I1an
Parcel 4:
All those certain lots or parcels of land situated in the Town of Nags Head, Nags Head
Township, Dare County, North Carolina and more particularly described as follows:
Being Lot No. 20, Block 7A in the subdivision know as Whalebone Beaches, as shown and
delineated on a map or plat of said subdivision designated "Composite Map 4 Whalebone
Beaches, Formerly Called Nags Head Beach, Including Section `A', Nags If dadTownship,
Dare County, N.C." made by T. J. Jessup, N.C. Registered Surveyor, and recorded in Map
Book 1, Page 154, in the office of the Register of Deeds of Dare County _ orth 6at-al a.
Parcel 5: \
All those certain lots or parcels of land situated in the Town of i 1 D ve ilve l Hills, Atlantic
Township, Dare County. North Carolina and more particularly cn ed as fo I ws:
Being Lots Nos. 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 7. I 11 -20 21, Block
10 of the subdivision known as Orville Beach, as shown cI ap or plat``lhereoftrtade by P.
F. Crank, Surveyor, dated July 13, 22, 1960, which plat is`d ly of recordin the office of the
Register of Deeds of Dare County, North Caroolli/na�—in.JMap\\ 6 2 ge 144
Parcel 6:
All those certain lots or parcels of land sftLtw in the TowAt f Kill Devil Hills, Atlantic
Township, Daze County, North Carolina and'itoiparlicti "I described as follows:
Being Lots 4, 17 & 18, Block B, Section 1, as shown and delineated on (hat plat entitled
"Whispering Pines Subdivision, Seo"e" dated July 25, 1980, by Professional Land
Services, Incorporated, and recorded r Pat Cabinet A, Slides 271 and 272, in the Public
Registry of Dare County, North Carolina. \
Parcel 7:
All that certain lot Wp2rcel ofland ttua'tcd in the Town of Kill Devil Hills, Atlantic
Township, Dare County, Mart\ liva as d'more particularly described as follows:
Being Block 254 of th s bd ision knQyvn as Orville Beach West as shown on a plat entitled
"Orville Beach West", zmpared'1by1Triangle Engineering -Architecture -Planning, Inc., and
Michael U. ijatT, Reg i tg tired Surveyor, dated September 27, 1976, and duly recorded in Map
Book 9 at 44�$hc 'and'2{Public Registry of Dare County, North Carolina.
CRAY B LLOYD L
ATIORNLYS AT IA%
lIN N Rwun Ny
Sui4 101
M Dnl RD DE]49
IESiI NlI)b

LIMITED LIABILITY COMPANY
Q ANNUAL REPORT
a
NAME OF LIMITED LIABILITY COMPANY: I G Holdings, LLC.
SECRETARY OF STATE L.L.C. ID NUMBER: 0602313
NATURE OF BUSINESS: Real Estate Rental
REGISTERED AGENT: Golara, Israel
REGISTERED OFFICE MAILING ADDRESS: PO Box 120
Kitty Hawk, NC 27949
Date Filed: 4/21/2009 10:51:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200911101554
STATE OF INCORPORATION: NC
REGISTERED OFFICE STREET ADDRESS: 2229 S. Croatan Highway
Nags Head, NC 27959 Dare County
SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TF.I.F.PHONF. NI IMBFR: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: P.O. Box I20
Kitty Hawk, NC 27949
PRINCIPAL OFFICE STREET ADDRESS: 2229 S. Croatan Highway
Nags Head, NC 27959
MANAGERS/MEMBERS/ORGANIZERS:
Name: Israel Golaso
Tide: Manager
Address:
2229 S. Crouton Highway
Noes Head. NC 27959
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
CAC!51�", )-A J-a9
FORM MUST BE SIGNED BY A MANAGER/MEMBER DATE
-Z5"&/ r-xolg-� iQ4QQer-
TYPE OR PRINT NAME IYPEORPRINTTITLE
ANNUAL REPORT FEE: S200 MAIL TO: Secretary of State • CoWations Division • Post Office Box 29525 • RalnSly NC 27626-0525

Dare County, NC Page I of 1
http://daregis.darenc.com/website/dare/viewer.htm 1/25/2010