SW7071115_HISTORICAL FILE_20210630

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW la:Z&
DOC TYPE I ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATEO�j
YYYYMMDD

kAaiLo
ROY COOPER
Governor
JOHN NICHOLSON
Interim Secretary
BRIAN WRENN
Director
I.G. Holdings, LLC
Attention: Israel Golasa, Manager
P.O. Box 120
Kitty Hawk, NC 27949
NORTH CAROLINA
Environmentat Quality
June 30, 2021
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7071115
I.G. Holdings Retail/Residential Property
Avon, NC, Dare County
Dear Mr. Golasa:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7071115 for a stormwater treatment system consisting of an
infiltration basin serving a retail/residential project located at 40494 NC Hwy 12, Avon,
NC expires on December 7, 2021. This is a reminder that permit renewal applications
are due 180 days prior to expiration. We do not have a record of receiving a renewal
application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Permit application forms for renewal can be found on our website at:
https://deq. nc.gov/about/divisions/energy-mineral-and-land-
resources/stormwater/stormwater-program/post-construction,-2. North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
rocter.thomenncdenr.aov.
Sincerely,
Ar/ Roger K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
ry -
Washington Regional office 1 943 Washington Square Mall I Washington. North Carolina 27889
252.946.6481
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Filed Book: 1752 Page
12114/2007 09 44AN
One Code: DEED
BARBARA N GRAY, REGISTER
35 Doc Id 6232458
Receipt e. 197414
OF DEEDS DARE CO, NO
l� p
F11e Book: 17�Page: 477 \ Dec Itl 6231380
it 07 04.48 \\WVReceiP 196448
One God DEED INC Eacis Taa ptl. S2800.00
0 ie REAL ESTATE BARBARR RRY, ROF DEEDS FIRE CO,
colt-Ifty 00
TRANSFER TAX
LT
S►y,
�� I IIIIII IIIII IIIII IIIIIII III IIIII IIIIIII III IIIII IIII IIII
LT # QJ V
Land Transfer $ 14 000—
Excise Tax: $ 2 00.
I> pared by: Dixon & Dixon Law Offices, PLLC; P.O. Box 750, Avon, NC 27915
Mail after re;-ng to: Gray & Lloyd, LLP; 3120 N. Croatan Hwy., Ste. 101, Kill Devil Hills, NC 2794£
0� Brief Index Description: 40494 NC Hwy 12
Parcel Identifier Number: 029801(i(A
NORTH CAR
6232458
Page. 1 of 6
12/14/2007 09:44A
File Number: PRI01-1007
A GENERAL WARRANTY DEED
THIS WARRANTY DEED is made this y of November, 2007 by and between:
This document is being
re —recorded to correct the
PA*IA M. O'NEAL, TRUSTEE spelling of the Grantee's
D LEE PRICE, TRUSTEE name
CAROI N P. PAUL, TRUSTEE
DOUGL.� . PRICE, TRUSTEE J ou(-
and,. Dixon
OF THE PRICE FA LY IRREVOCABLE TRU
AGREEMENT DAT<6) SEPTEMBER 9, 2002
O
(hereinafter referred to in the neuter singular as "the Grantor') and(.
I.G. HOLDINGS, L�
JL
P.O. Box 120
Kitty Hawk, NC 27949
(hereinafter referred to in the neuter singular as "the Grantee") : ,s
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, tt D cc\eipt of which is hereby acknowledged, has
and by these presents does hereby give, grant, bargain, sell and convey unto the Grahte_ p,,,its heirs, successors, administrators and
assigns, all of that certain lot or parcel of land situated in the Village of Avon, KinnakVATownship of said Dare County, North
Carolina, and more particularly described as follows: 0
16
0nBook 1752 Page 035-0001

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111III11111IIIIIIII Page: as:aaa
G
�O Beginning at an existing iron pipe, said existing iron pipe being in and on the eastern edge of the
0 100 fool right of way of North Carolina 12, said beginning point being in and on the northwest
corner of Lot No. I I of Windsong Sands Subdivision as shown in Map Book 4, Page 25, Dare
County Public Registry; from said beginning point S 87' 21' 56" W across North Carolina
�Secondary Road 12 to an existing concrete monument; thence S 87' 21' 56" W 665.96 feet to an
tron pipe located on the dyke; thence N 15' 46' 55" E 232.30 feet to an iron pipe: thence S 86' 49'
`CE 655.36 feet to an existing concrete monument, said existing concrete monument being on the
Qs
t� r f.n edge of the 100 foot right of way of North Carolina Highway 12; thence S 860 49' E 103.6
feltfto an iron pipe; thence S 86' 49' E 503.15 feet to an iron pipe, said iron pipe being in and on
the nott}keast corner of that lot or parcel of land now or formerly owned by A. G. Carroll; thence S
120 OIL&" W 95.67 feel to an iron pipe; thence S 87' 21' 56" W 531.50 feet to the point and place
of begiQng.
0
Reference kPt reby made to two surveys, one entitled "Survey for Hubert Price, Trustee, and A. G.
Carroll, Avd Kinnekeet Township, Dare County, North Carolina," by W. M. Meekins, Jr. &
Associates, Sd ors, surveyed on October 8.1981, and the other being entitled "Survey for
Hubert Price, AV9A, Kinnekeet Township, Dare County, North Carolina, by W. M. Meekins, Jr. &
Associates, Surve0os, surveyed October 8,1981, reference to which is hereby made for more
particular and precise description of the land being herein conveyed.
The property hereinabove #scribed being portion of the property acquired by Noah E. Price in
instrument recorded in B oV,26, Page 352, of the Dare County Public Registry, and shown in that
certain survey entitled "Unife�l States of America, Plaintiff, vs Frank E. Britton, et al, certain lands
on Hatteras Island, Dare Cot@y, North Carolina, Defendants", dated December 23 and 24, 1957,
by P. F. Crank, Jr., Registered S;�eyor.
The above -described real propert ing subject to a 10-foot easement as set forth in that Deed
recorded in Book 324, Page 792, Da"ounty Public Registry.
The property herein described was acquired by the Grantrfr by deed recorded in Book 1451 at Page 295, in the Public Registry of Dare
County.
1n
TO HAVE AND TO HOLD the aforesaid lot or parcel of land ana 411 privileges and appurtenances thereto belonging to the Grantee in
fee simple. < )�
The Grantor covenants with the Grantee that Grantor is seized of ises in fee simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, Zfid hat Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever except for the following exceptions:
Ad Valorem taxes for 2007 and all subsequent years. 6
Subject to any easements and restrictive covenants as may appear o1Q�d in the Public Registry of Dare County.
V1,
0
16
':�Book 1752 Page 035-0002

IlIIII ill�i IIIII Il�llil Ifl lull lilliil III iilil IIII IN62ge: 412007 aaa
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IN MESS WHEREOF, the Grantor has hereunto set his hand and seal.
C
tr" Jli�� %✓1 .421 [ j L�SEAL)
PATRICIA M16 . O'NEAL, TRUSTEE
O
0
STATE OF yt CITHEITUCK COUNTY
I, a Notary public of the Couyo Xaand State aforesaid, certify that PATRICIA M. O'NEAL, TRUSTEE, Grantor personally appeared
before me this day and acknowkd ed th
g
of November, 2007. e execution of the foregoing instrument. Witness my hand and official stamp or seal, this
day
Mr -s'sion Eipit .NOVEMBER�2, 2008
elf/ !: i�P'1•s, !, C �.
NO
0
otary Public LYNDA S. DANIEL
16
Book 1752 Page 035-0003

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0
0
STATE OF INO 14 C oc, I#JPr D A0.-1
COUNTY
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I a Notary Public of th C j
IIIIII IIIII IIIII IIIIIII III ����� 1111111 III IIIII IN IIII 6� 14245820 ; 09 44R
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IN WITNII� HEREOF, the Grantor has hereunto set his hand and seal.
�lll/�L--- (SEAL)
DANNY LEE PRICE, TRUSTEE
e oun d State aforesaid, certify that DANNY LEE PRICE, TRUSTEE, Grantor personally appeared
before_gte this day and acknowle ed the execution of the foregoing instrument. Witness my hand and official stamp or seal, this
Iday of November, 2007.
My Commission Expires: 10,3o I Q
VIIN
C (� '
Notary Public
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9—pook 1752 Page 035-0004

111111111111111111111111III111111111111III111111111111112/ 412 07 09 44A
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IN VC\NESS WHEREOF, the Grantor has hereunto set his hand and seal.
C^
(SEAL)
CAROLYN P. PAUL, TRUSTEE
d
O
STATE OF NORTI CAROLINA CURRITUCK COUNTY
I, a Notary Public of the sty and State aforesaid, ccnify that CAROLYN P. PAUL, TRUSTEE, Grantor personally appeared
before this day and acknoodged the execution of the foregoing instrument. Witness my hand and official stamp or seal, this
L day of November, 2007, `
11
My Commission Expires: NOVEMB4141 . 2 2008
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„. `.r
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4N1ta,bl,ADA S. DAMIEL
16
0 Book 1752 Page 035-0005

IIIIIIoil IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIN 6232 aaa
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IN WttWS S WHEREOF, the Grantor has hereunto set his hand and seal.
` 1 (SEAL.)
DOUGLASI.P ,TRUSTEE
STATE OF /�i ^ )G1 11.2_ COUNTY
[, a Notary Public of [h�ounty and State aforesaid, certify that DOUGL.AS ]. PRICE, TRUSTEE, Grantor personally appeared
before me this day and ad0owledged the execution of the foregoing instrument. Witness my hand and official stamp or seal, this
day of November, 2�XX
l
My Commission Expires: o2-1214_,DL010
�O
Y,
0
C'N0TARyt
PUBLIC:
Notary Public
d
C Book 1752 Page 035-0006

LIMITED LIABILITY COMPANY ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: I G Holdings, L.L.C.
SECRETARY OF STATE ID NUMBER: 0602313 STATE OF FORMATION: NC
REPORT FOR THE YEAR: 2017
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Golasa, Israel
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
2229 S. Croatan
Filing Office Use Only
E-Filed Annual Report
0602313
CA201708200448
3/23/2017 09:14
❑ Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
PO Box 120
Nags Head, NC 27959-9010 Dare County Kitty Hawk, NC 27949-0120
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Rental
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
2229 S. Croatan Highway
Nags Head, NC 27959-9010
5. PRINCIPAL OFFICE MAILING ADDRESS
P.O. Box 120
Kitty Hawk, NC 27949-0120
SECTION C: COMPANY OFFICIALS (Enter additional Company Officials in Section E.)
NAME: Israel Golasa
NAME:
TITLE: Manager TITLE:
ADDRESS:
2229 S. Croatan Highway
Nags Head, NC 27959
ADDRESS:
NAME:
TITLE:
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT, Section D must be completed in its entirety by a person/business entity.
Israel Golasa
SIGNATURE
Form must be signed by a Company Official listed under Section C of this form.
3/23/2017
DATE
Israel Golasa Manager
Print or Type Name of Company Official Print or Type The Title of the Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Corporations Division, Post Office Box 29525. Raleigh, NC 27626-0525

- lb'emarle
& ASSOCIATES, LTD.
September21, 2017
NCDEQ DLQ
943 Washington Square Mall
Washington, NC, 27889
'.RECEIVfiD SEP 2 1 N1% � 7 2017t
ATTN: Samir Dumpor, PE
RE: I.G. Holdings (SW7071115)
Stormwater Management Permit Plan Modification Application
Dear Mr. Dumpor:
Please find the enclosed Stormwater Management Permit Plan Modification Application
for the I.G. Holdings retail/residential property in Avon. The original permit was issued on
12/7/2007 for the retail building and parking lot. A permit modification was then issued on
11/25/2008 to allow for the construction of a residential structure on the west side of the
lot for employee housing. The attached permit modification is to allow for the construction
of a second residence for additional employee housing. This submittal for the permit
modification includes the following items:
• Stormwater Management Permit Application Form (1 original & 1 copy)
$505 fee for Permit Major Modification
• Stormwater Management Narrative with Calculations
Y USGS map
• Warranty Deed
• Secretary of State filings (proof of authority)
Drawings (3 sets)
This project is being reviewed by Dare County for a Conditional Use Permit. Construction
is expected to begin as soon as approvals are received. If you have any questions
pertaining to this submittal, please do not hesitate to contact me.
Sincerely,
Michael )AMo;;4:�E
Engineer
cc: File 07614 (350)
IG Holdings, LLC
Land Planning - Engineering - Environmental - Construction Management
P.O. Box 3989, 115 W Saint Clair St., Kill Devil Hills, North Carolina 27948
North Carolina License No. C-1027
Phone: [phone] w .AlbemarleAssociates.com Fax: [phone]

RECEIVED SEP 2 1 2A1i
Ihmarle c
& ASSOCIATES, LTD. I
I G Holdings, LLC (SW7071115 Modification)
(Avon Super Wings)
Stormwater Management Narrative
September 19, 2017
Existing Conditions: In 2007-2008, IG Holdings, LLC constructed a 12,576 sf retail
building on a 2.88-acre parcel in Avon on Hatteras Island, Dare County. A NC State
Stormwater Management Permit (SW7071115) was issued for the project which
included a single infiltration basin to manage runoff from the retail building, parking
and other impervious surfaces. A modification to the permit was later issued to
construct a four -bedroom house on the west side of the parking lot to allow for
employee housing. A canal crosses the west side of the parcel and all site
improvements have been located on the east side of the canal. The Natural Resource
Conservation Service Soil Survey for Dare County has mapped the soils on the site
to consist primarily of Duckston Fine Sand (DtA) and Corolla-Duckston Complex (Crb).
The soil survey has mapped Corolla Fine Sand (COB) on the west side of the canal.
The majority of the site was 4 — 5 feet above sea level (NAVD 1988). The property is
within an AE-8 flood zone and fill was brought onto the site to elevate the retail
structure above the 100-yr flood elevation as well as to grade the parking lot to
transition to the building elevation. Runoff from impervious areas of the site is
conveyed to the infiltration basin on the west side via sheet flow, curb and gutter and
some piping. The basin was sized with additional capacity in excess of the design
event (1.5") to provide volume for potential additional development. A bypass is
provided at the inlet to direct runoff around the basin and into a level spreader where
it is released via diffuse flow into the sandy soils.
Proposed Development: IG Holdings intends to construct a second four -bedroom
residence adjacent to the existing residence in order to provide additional employee
housing. The project will include the addition of 4 parking spaces to meet Dare County
Zoning Ordinances. The structure will be served by Dare County water. The existing
residential septic system (drainfield) will be relocated and a new septic system will be
installed to serve the new residence.
Stormwater Management: The modified stormwater permit included a total of 6,004
cf of stormwater runoff required to be managed as resulting from 1.5" inches of rainfall.
The permitted basin volume of 7,508 provided approximately 25% more volume than
required. The proposed home and required parking will result in an additional 3,076 sf
of coverage. An additional allocation of 200 sf has been included for field changes
such as a walkway. Stormwater runoff from the new parking will directed into the basin
via the existing stormwater collection system. Runoff from the new home will sheet
flow into the existing basin.
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]

Avon Wings
Stormwater Management Narrative
September 19, 2017
Page 2 of 2
The runoff resulting from a 1.5" rainfall event on the site is calculated to be 6,566 cf
and is well within the permitted basin volume. In addition, current regulations require
runoff resulting from the increase in runoff from a 1-yr, 24-hour rainfall (3.91") to be
managed. This increase is of 990 cf. in addition to the 6,004 cf (existing permit) results
in a total of 6,994 cf. required to be managed. The permitted basin capacity of 7,508
cf remains adequate for site expansion. The design calculations are included within
this report.

Volumetric Runoff Calculations
Simple Method
Project Name : IG Holding LLC (Avon Super Wings)
Project Area Description - DRAINAGE AREA #1
ling Stream Class & Index Number
SA, HWQ
_ _ existing_
14,656
0
29,591
3,971
185
0
0
48,403
existing (to
_ remain) _
14,656
0
29,591
3,971
185
0
0
48,403
proposed
(additional
1,995
0
1,081
0
200
0
_ _0_
3,276
ige Area
120,341 NSF
ig Impervious Area
48,403 SF
sed Impervious Area
3,276 SF
pervious Area (total)
42.9%
iious surtaceQrea
e Buildings or Lot BUA
16,651 SF
e Streets
0 SF
eParking
30,672 SF
eSidewalks
3,971 SF
on -site
385 SF
0 SF
e
0 SF
Total.
51,679 SF
J
Runoff Calculations (Simple Method)
NCDENR_
1 yr/24hr (pre) 1 yr/24hr (post)
Design Runoff (in)
1.5
3.91 3.91
Total Area (sf)
120,341
120,341 120,341
Coverage
42.9%
40.2% 42.9%
R(v)
0.436
0.412 0.436
Rainfall Volume
6,566
16,155 17,115
11.22 (cfs) 11.89 (cfs)
NCDENR 1.5 : 1 6,566— j
NCDENR Pre/Post 961 }

STORMWATER MANAGEMENT CALCULATIONS - INFILTRATION BASIN DESIGN
Project
Drainage Area
Infiltration Basin
Infiltration Basin Information
IG Holding LLC (Avon Super Wings)
1
elevation
area
(msl)
(sf)
Storage Elevation:
4.1
7,929
Bottom of basin:
3.0
5,722
ESHWT Elev.:
1.0
(msl)
Permeability:
0.6
(in/hr)
Available Storage Volume:
7,508
(cf)
Required NCDENR Volume:
6,566
(cf)
NCDENR Drawdown Calculations
Average Hydraulic Gradient:
1.3
(ft/ft)
Drawdown Rate:
0.121
(cfs)
NCDENR Drawdown Time:
0.72
Days
1
By: mjm
Date : 09/19/17
Prepared by Albemarle and Associates, Ltd.

SD r-er- P v_ PFd4z'9l
Way cam./
' DWQ USE ONLY
Date Received
Fee Paid
Permit Number
11 t b
SD
L 111 Y)-�,tAM) State of North Carolina S(Al g/W/DS
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This fmm may he photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
I. G. Holdings, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Israel Golasa/Owner, Sole Managing Partner (I. G. Holdings, LLC)
3. Mailing Address for person listed in item 2 above:
City:Kitty Hawk State:NC Zip:27949
Phone: (252 ) 480-0009 Fax: (252 ) 480-0889
Email:[e-mail]
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Proposed EmploM Housing
5. Location of Project (street address):
City:Avon County:Dare Zip:27915
6. Directions to project (from nearest major intersection):
618' north of Harbor Road (SR 1224) on NC 12, Avon
7. Latitude:35° 21' " N Longitude:75° 30' " W of project
8. Contact person who can answer questions about the project
Name:lohn DeLucia, PE Telephone Number: (252 ) 441-2113
Emailjohnd®AlbemarleAssociates.com
II. PERMIT INFORMATION:
1. Specify whether project is (check one):
❑New
❑Renewal ®Modification
I Av F
n___ . _c�

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit numberSW7071115 and its issue date (if known)12/7/07
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop []General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Sheetflow conveyance via drainage structures to an infiltration basin. Any run-off exceeding a 1.5" storm will
bypass the basin and will be directed to a vegetated filter to be dispersed using a level spreader.
2. Stormwater runoff from this project drains to the Pasquotank River basin.
3. Total Property Area: 2.88 acres 4. Total Wetlands Area: 0 acres
5. 100' Wide Strip of Wetland Area: n/a acres (not applicable if no wetlands exist on site)
6. Total Project Area**:2.76 acres 7. Project Built Upon Area:40.2 %
8. How many drainage areas does the project have?1
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
Project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, complete the table with one drainage area for each engineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Mill Creek
Stream Class & Index No.
SA,HQW
Total Drainage Area (so
120,341
On -site Drainage Area (so
120,341
Off -site Drainage Area (so
0
Existing Impervious* Area (so
45,384
Proposed Impervious*Area (so
48,375
% Impervious* Area (total)
40.2
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (so
14,700
On -site Streets (so
0
On -site Parking (so
26,660
On -site Sidewalks (so
6,970
Other on -site (so
0
Off -site (so
0
Total (so:
48,375
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation. This is the area used to calculate percent project built upon area (BUA).

10. How was the off -site impervious area listed above derived?From calculations based upon what is proposed.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment. Forms can be
downloaded from htt2://h2o.enr.state.nc.us/su/bmp forms.htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the
sale of any lot.
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms. Forms can be downloaded from httl2://h2o.enr.state.nc.us/su/bmp forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at htto://h2o.enr.state.nc.us/su/msi maps.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
J ^^D
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
{
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
µQ
payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soils report
• Two copies of plans and specifications (sealed, signed & dated), including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm o tha ey ma rov' information on your
behalf, please complete this section. (ex. designing engineer or irm
Designated agent (individual or firm): ohn DeLucia PE
Mailing Address:PO Box 3989
City:Kill Devil Hills State:NC Zip:27948
Phone: (252 ) 441-2113 Fax: [phone]
Email:[e-mail]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Israel 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 15A
NCAC 2H .1000.
Signature: U'co�tl� y Date:

i
9
r
=1
I.G. Holding LC
Attn.: Isra Golasa, Managing Member
P.O. 13120
Kifty,14awk, NC 27949
Dear Mr. Golasa
Michael F Easley, Governor
William G Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
November 10, 2008
Subject:: Stormwater Review SW7071115MOD
Proposed Employee Housing
Dare County
This office received a Coastal Stormwater permit application and plans for the subject project on
September 26, 2008. A preliminary review of your project indicates that before a State Stormwater
permit can be issued the following additional information is needed:
1. Provide full set of plans with all necessary information and details. Use the original approved
set of plans as a guidance for what is needed to make a complete set of plans.
2. Please confirm/clarify if this submittal is proposing a change in project name from original
"I.G. Holdings" to "Proposed Employee Housing"
3. Provide 2 sets of signed and sealed plan sheets.
The above requested information must be received in this office prior to December 10, 2008 or
your application will be returned as incomplete. The return of this project will necessitate resubmittal of
all required items including the application fee. If you need additional time to submit the required
information, please mail or fax your request for time extension to me at the Letterhead address and
include the application number on the request. The request must include justification for the amount of
additional time needed. The request will only be granted for justifiable delays that are unforeseen and
beyond the owner or consultant's control.
You should also be aware that the Stormwater Rules require that the permit be issued prior to
any development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $25,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at [phone].
Sincerely,
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
cc: Washington Regional Office
John DeLucia, PE, Albemarle Associates, Ltd.
North Carolina Division of Water Quality Internet. www newateruualitv.ore One
943 Washington Square Mall Phone [phone] NorthCarolina
Washington, NC 27889 Fax [phone] Naturally
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper lZL {LL[

SW7071115MOD IG Holdings Avon, NC
Subject: SW7071115MOD IG Holdings Avon, NC
From: "John Delucia" [e-mail]>
Date: Wed, 19 Nov 2008 11:29:49 -0500
To: <[e-mail]>
CC: <[e-mail]>
Dear Samir,
In response to your letter of November 10, 2008 and our telephone conversation yesterday find the following
comments:
The site plan that we sent illustrates all of the existing stormwater improvements that were made when the retain
store and parking lot was built this summer. There are no additional stormwater management BMP proposed for the
staff housing unit. This building will drain to the existing parking lot or directly to the existing adjacent stormwater
basin. The basin in large enough to accommodate the additional coverage/runoff without the need for any
modifications.
Please keep the project under the name I.G. Holdings, LLC
I believe that I did sign and seal the plan that was sent and there are not other BMP's needed.
Please let me know if there is any thing else that you need in order to issue this permit.
Thanks,
John M. DeLucia, PE
Principal
Albemarle & Associates, Ltd.
PO Box 3989
115 West St. Clair St.
Kill Devil Hills, NC 27948
Ph [phone]
F [phone]
loh nd(a.a I bemarleassociates.com
1 of 1 11/19/2008 1:05 PM

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REVISED STORMWATER CALCULATIONS
for
IG HOLDINGS
40494 NC 12,
Avon,
Dare County, NC
Revised 9123108
SW7071115 Modification
Stormwater Drainage Area 1
Drainage Area
120,341 sf = 2.76 ac
SURFACE AREA INFORMATION
Surface Area
C Value Area C•A
Buildings. Decks. Stays
Sidewalk/cone
1.00 14,700 14,700
0.95 33,675 31,991
Total impervious Area
48,375
46,691
Stormwater Management Areas
C value
Area
C•A
laffluntion Basin Surface Aurae
Total Slormwater Mamigernsent Am
9..2.1
7,929
7,929
1,744
1,744
Total Contributing Area
W04
48,436
Composite C 0.86
Contributing Area 1.29 ac
Infiltration Basin Characteristics
Basin Slone Side Slope Depth (ft) IVolume (c8
Infiltration Basin 1 1:4 1.1 7,508
Total 7,508
Pipe/Swale Storage Site (in) Len h (ft) Volume (cQ
Total 0
15.00
Total
Stormwater Management 1"
1.5"
4.3"
5.0"
Intensity (in.drr)
0.5
0.75
2.15
2.50
Rwoff(cfs)
0.56
0.83
239
2.78
2-Ilour Runoff Volume (eQ
4,003
6,004
17,213
20,015
Pond Storage Volume (ct)
7,508
7,508
7,508
7,508
Pond/Swale Infd0ation Volume (cf)
19,823
19,823
19,823
19,823
Total Stermwater Managed let)
27,331
27,331
27,331
27.331
Percent Retained
60%
455 %
159 %
137
" - Stonnwater failing upon the drainfield and perimeter areas with greater than two feel separation
excluded fiom calculations due to the porosity of existing conditions.
• • - based on two hen mfrltration rate.
R)S::.C6:r>•2 CY ELF
SEP 2 6 2008
Prepared by Albemarle and Asaociates, Ltd. 9MC008

Stormwater Drainage Area I
Drainage Am
STORMINATER CALCULATIONS
for
IG HOLDINGS
40494 NC 12,
Avon,
Dare County, NC
120,341 sf = 2.76 ae
SURFACE AREA INFORMATION
Sorface'Ani__
Buildings 1.00 12,427 12,427
Sidewalk/conc 0.95 32,957 31,309
Total Impervious Area
45,384
43,736
Stormwatee Maria - ev[Areu S}4'-:t
' GValve'Iit '-Area'7. ,:-
C_`A^. `
Infiltration Basin Surface Arras
Total Stotmwater Mma ement Am
0.22 7,929
7,929
1,744
1.744
'total Contributing Am
S3.313
45,481
Composite C 085
Conur buting Area 1.22 ac
Infiltration Basin Characteristics
Basin Storage Side Slope Depth ft Volume c
Infiltranon Basin 1 1:4 I.1 7,508
Total 7,508
Pi wak Stone Size in fen h ft Volume c
Total p
15.00
Total
Y. @EF EN 13' E he9
Stortnwater Management i"
1.5"
4 3"
5.0"
Imensny (in./Iv)
0.5
0.75
2.15
2.50
Runotf(cB)
052
078
2.24
2.61
2-Hour Runoff Volume let)
3,759
5,639
16,163
18,794
Pond Storage Volume (cf)
7,508
7,508
7,508
7,508
Pond/Swale Infiltm0on Volume left
19,823
19,823
19,823
19,823
Total Stom ,eater Managed (cf)
27,331
27,331
27,331
27,331
Percent Retained
727%
485%
169%
145%
- Stormwater falling upon the dminfield and perimeter areas with greater than two feet separation
` excluded from calculations due to the porosity of ewsting conditions.
- based on two hour tnfiltratron rate. ! O
SEP 2 6 2008
Prepared by Albemarle and Associates, Ltd I IB2007

I.G. HOLDINGS
STORMWATER BASIN PARAMETERS
DRAINAGE
BASIN
SHWT
ELEV
I BOTTOM OF BA SIN
TOP OF BASIN
BASIN TYPE
ELEVATION
AREA
ELEVATION
AREA,
VOLU.MB
1
1.3
) 0
5.722
a 1
],929
` ] 508''
INTILTRATION

1.G i0-2_k -oe
STORMWATER SUBMITTAL REQUIREMENTS
INFILTRATION/EXFILTRATION SYSTEMS
Basins and Trench
Objective
A. Collect all runoff from all BUA (proposed and/or existing and/or offsite) as the case may be,
by any means including piping or swales, and direct it to the infiltration system.
B. Check the proposed basin/ trench design to make sure it meets or exceeds the minimum
design criteria for design storm, volume and drawdown.
11. What makes up a complete infiltration basin / trench application package?
A. Two sets of sealed, signed & dated layout & grading plans with appropriate details.
B. Completed application with supplement(s), SWU-101, SW401-Infiltration Trench, SW401-
Infiltration Basin, and inspection and maintenance agreements.
C. Deed restriction document, if applicable. (subdivisions & projects with out parcels)
D. Sealed, signed & dated calculations.
E. A soils report containing information in regard to the soil type, boring locations, seasonal high
water table elevation and expected infiltration rate.
F. Chlorides test results must be provided if the project is within ''/z mile of SR waters (Phase 11).
(This is only required to test out of SR water treatment requirements)
Ill. BIMS entry (for DWQ use only)
Enter & track application acknowledged date, review date, add info requested/received dates, permit
issue dates, and drainage area info. Best done after the add info letter is written and before sending
permit up for signature.
IV. Shell documents (for DWQ use only)r-o+�. • �7 7
Permit shells: s:\wqs\stormwater\shell\shighcominbasin
S:\wqs\stormwater\shells\highcomintrench + 2;Z73 'I .t 673
s:\wqs\stormwater\shel is\h ig hsu bin basin
s:\wqs\stormwater\shells\highsubintrench /
Calculations: s:\wqs\stormwater\excel spreadsheets\inbasin V
s:\wqs\stormwater\excel spreadsheets\intrench
V. Review Procedure- look for consistency between the various elements of the package- application,
plan and calculations. '
A. APP ACATION
1.riginal signatures are required. Photocopied signatures cannot be accepted!
2.�A completed infiltration basin or infil tion trench supplement, one for each proposed
stem. A signed, dated and n rized Inspection and Maintenance Agreement for
each proposed system with an original signature.
1 3. The elevations, areas and volumes reported on the supplement match up to the
.,numbers used in the calculations and shown on the plan details.
4. ViBuilt-upon areas are reported in square feet in Section 111.6.
5. r/ eceiving stream name and classification.
6. Section 111.6 is filled in -cannot be left blank. One column must be filled in for each
proposed infiltration basin or trench.
7.�/If the applicant is a corporation, partnership or LLC, look it up on the Secretary of State
Corporations Database. Make sure corporation is spelled correctly (capitalization and
punctuation matter) and that the person signing the application is at least a vice-
president in the corporation, a General Partner in the partnership, a member in a
member -managed LLC, or the manager of a manager -managed LLC. Need
documentation to support if the Articles of Incorporation do not list the members or
managers of the LLC. If an agent signs, then a letter of authorization is needed from the
8// president, vice president, general partner, member or manager.
aFor subdivided projects, a signed and notarized deed restriction statement must be
provided.
9.v- Soils report with the SHWT, Soil type and expected infiltration rate.

Infiltration Basin & Trench, cont.
B. CALCULATIONS
1. ✓The basin or trench must draw down within 5 days. Spray irrigation is not acceptable as
Jhe sole means of drawdown.
2. The design storm is 1.5" if the project is subject to Phase II or is sited within'/ mile of
and draining to SA waters. The design storm for projects subject to Phase II sited
within '/: mile of and draining to SR waters must treat the difference between the pre
and post development conditions for the 1-yr 24-hr storm. Otherwise, use 1" design
t rm.
3. eport the bottom surface area.
4. Report the surface area at the overflow elevation.
5. /,Show the calculation for the minimum required volume.
6. Il r oxide a table of elevations, areas, incremental volumes and accumulated volumes to
�monstrate that the minimum required volume has been provided.
7. vvv,t�alpulations are signed, sealed & dated.
8. v Report the Drainage Area and Built -upon area for each basin or trench.
9. VThe seasonal high water table must be at least 24" below the proposed bottom
el vation of the system. For Phase II projects, at least 12" of this must be in naturally
curring soils.
10 All runoff in excess of the design storm must bypass to a vegetated filter prior to
entering the basin or trench. If the system is designed to store a larger design storm
(generally 2-3 times the minimum), the requirement for an offline bypass can be waived.
Please contact the Division to determine what design storm is appropriate for the
project.
, -k vl.-� sue.« --A
C"�J �V
SL-e_Q-A-S
o ttie I s -taWK mot% C^-.
0�_Ck

Infiltration Basin & Trench, cont.
C. PLANS - Plan sheets should be kept to a minimum. For small commercial single basin
projects, the plan set could consist of only 2 or 3 sheets, layout, grading and details. For
larger pplects, show as much information as possible on as few sheets as possible, without
clutt , g hem up.
1. elopment/Project Name G- }O\NQ ETD
2. kngineer name and firm.
3. egend
4.orth Arrow
5. �/ Location Map with nearest intersection of two major roads shown. Major road is any 1,
or 3 digit NC, US or interstate highway.
AV 6Scale- standard engineering scale, no off-the-wall stuff.
. V Ydte
8. ✓Revision.numherand date, if applicable.
Z 9. ('veOriginal contours�proposed,gpntours, spot ations, finisKpd-floor elevations, pipe
fs, swa inverts, etc.
10.VExisting drainage (piping, swales, ditches, ponds, etc.), including off -site. Include a map
,demeating the offsite drainage areas.
11.V Property/Project boundary lines, bearing & distances.
12. Mean High Water Line or Normal High Water Line, if applicable.
13 rainage easement locations shown on the plans along with their width.
14.VWetlands delineated, or a note on the plans that none exist. Provide a copy of the
wetlands delineation map signed by the Corps of Engineers, or have the applicant
include a copy of the unsigned delineation map submitted to the Corps. Infiltration
systems may not be located in wetlands unless a permit to fill those wetlands has been
CLobtained and the soils meet the SHWT and hydraulic conductivity requirements.
15iWDetails for the roads, parking, cul-de-sacs, including sidewalk width, radii, dimensions &
-//A�sslopes.
1gvtrApartment / Condo development- provide a typical building footprint with dimensions,
17 �d note all concrete and wood deck areas.
Tnhe drainage area for each basin or trench is clearly delineated and numbered to match
up to the calculations and supplement. Drainage area delineation is best done as a
separate plan sheet.
18. A basin section detail showing bottom and storage elevations, 3:1 side slopes. The side
slopes of an infiltration basin are not restricted to vegetation. They may be hardened
with rock, timber, concrete, decorative brick, etc.
199Atrench section detail with the perforated pipe diameter, filter fabric wrapped around
the pipe and around the trench, trench height and width, rock fill type.
A*using a pre-fab chamber structure, provide details of the chamber, including model #,
length, width, chamber volume and number of chambers being used.
Z 21. A bypass structure detail is provided showing a trash rack with 56" square openings,
and the necessary bypass weir or pipe elevation. Several types of bypass structure
liesigns are acceptable.
22. VDimensions for each line and arc formed by the bottom contour of an infiltration basin.
23.VVAII runoff in excess of the design storm must pass through a vegetated filter prior to
being discharged into the receiving stream. The filter must be 50' long for SA waters
and 30' long for non -SA waters.
24YAII infiltration systems must be located at least 50' from the MHW line of surface waters.
"t- 25. Vegetation is specified for basin slopes not being hardened. Weeping Love Grass is not
suitable as a permanent vegetated cover for side slopes.
26VAll roof drainage must be directed to the system. Show the roof drain collection piping
orythe plans. This is especially necessary for projects where the buildings back up the
,ffroperty lines where roof drainage may leave the site prior to going through the system.
2 Monitoring wells may be required on a case -by -case basis.
MAN. �+t4►.�.'�� ` _J-
D`"`^^45 C:� -\S oh. old S�Pit) � I51 &I
pO"`�A, +. sw..,-c aw.'•� • t..L�.; we,t
�S

Revised Stormwater Narrative��,�
I.G. Holdings, LLC
40494 NC 12 SEP 2 6 2008
Avon, Dare Co, NC
Modification of Permit # SW7071115 UWQ-VVARO
I.G. Holdings, LLC desires to modify Permit # SW7071115 and construct a detached 4-
BR residential dwelling on the above mentioned property. The stormwater management
measures required by the existing stormwater permit have been completed and'are
functioning as designed. As -built conditions indicate that the total volume contained by
the existing stormwater infiltration basin is approximately 7,500 cf, which, including the
proposed added impervious coverage, is greater than the required 6,004 cf of necessary
volume required to manage the 1.5" storm event. The stormwater management system
will be inspected and certified at the completion of the activities requested in this
modification. The total site area is 2.88 acres. Approximately 0.19 acres are to be
disturbed for the proposed dwelling and the on -site septic system. This 0.19 acres was
included in the total project area in the original permit. An additional 2,273 SF of
building/deck/stairs coverage and 45 SF of concrete coverage is proposed. This
additional coverage has been included in the revised stormwater calculations. The
surface area and volume of the existing stormwater basin has been verified based upon
as -built conditions at the storage elevation of 4.1'. Grading along the perimeter of the
proposed dwelling will allow all stormwater runoff to be directed from the pitched roof to
the existing infiltration basin.
�o

DARE ea�o REAL ESTATE
COUNTTRANSFER TAX
LT ��J I ,�1FsH,ccDc
458
Filed Book: 1752 Page: 38 Doc
calvi 62329741a
12114/2007 09:44AM
Dec Cede- NEED
BARBARA M GRAY, REGISTER OF DEEDS DARE CO. NO
Fil Book: 17 Page: 477
11120 07 04:
Deo God DEED
BARBRR0 RAV, REGI OF DEEDS
Doc Id 8231380
R.0;2 196448
NC Exols Tax pd: $2900.00
ARE CO,
M
1 nuu oaoo nm umm m m nu0 m nu 1.RI
LT M q L
Land Transfer $ 14.000 00
Excise Tax: $ 2,800.00
Prepared by: Dixon & Dixon Law Offices, PLLC; P.O. Box 7 0, Avon, 27915
Mail after recording to: Gray & Lloyd, LLP; 3120 N. Croa wy ,Ste. i vil Hills, NC 27948
Brief Index Description: 94 NC Hwy
Parcel Identifier Number-. 029801000
NORTH CAROLINA G
THIS WARRANTY DEED is made this 1,L!day of November, 2 and between:
PATRIC L, TRUSTEE
(hereinafter referred to in
(hereinafter
and bye
assigns,
and
File Number: PRIO 1-1007
TY DEED
This document is being
re —recorded to correct the
spelling of the Grantee's
I , TRUSTEE name
C , TRUSTEE
?Z�
and, L RICE, TRUSTEE J ou se C. Dixon
OF THE CE F�II .Y IRREVOCABLE TRU
TED SEPTEMBER 9, 2002
me�Urantor") and
G. HOLDINGS, LLC
JL
\\ P.O. Box 120
Kitty Hawk, NC 27949
i he r ingular as "the Grantee):
SEP 2 6 2000
MAC'7WAR0
8
09:44A
it the Or*or, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
rit+ldoes hereby give, grant, bargain, sell and convey unto the Grantee, its heirs, successors, administrators and
n lot or parcel of land situated in the Village of Avon, Kinnakeet Township of said Dare County, North
particularly described as follows:

IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII III)IIII 629246oi es aea
Beginning at an existing iron pipe, said existing iron pipe being in and on the eastern edge of the
100 foot right of way of North Carolina 12, said beginning point being in and on the no west
corner of Lot No. 1 I of Windsong Sands Subdivision as shown in Map Book 4, Page 2 , are
County Public Registry; from said beginning point S 87' 21' 56" W across North C o' a
Secondary Road 12 to an existing concrete monument; thence S 87' 21' 56" W 665. feet t a
iron pipe located on the dyke; thence N 15' 46' 55" E 232.30 feet to an iron pipe; th
E 655.36 feet to an existing concrete monument, said existing concrete monument -king on
dw
western edge of the 100 foot right of way of North Carolina Highway 12; then 9 103.6
feet to an iron pipe; thence S 86° 49' E 503.15 feet to an iron pipe, said iro being don
the northeast core of that lot or parcel of land now or formerly owned by arroll; nce S
120 08' 04" W 95.67 feet to an iron pipe; thence S 87' 21' S6" W 531.50 O a place
of beginning.
Reference is hereby made to two surveys, one entitled "Survey for H tee, and A. G.
Carroll, Avon, Kinnekeet Township, Dare County, No C ina,' eekins, Jr. &
Associates, Surveyors, surveyed on October 8,198I, the other�Price,
Wed "Survey for
Hubert Price, Avon, Kinnekeet Township, Dare Co.. , orth Caroli y W. M. Meekins, Jr. &
Associates, Surveyors, surveyed October 8,1981. re r nce m which is hereby made for more
particular and precise description of the land being here c veved.
The property hereinabove described being rtion of the pro cquired by Noah E. Price in
instrument recorded in Book 26, Page 352, f Dare County Public Registry, and shown in that
certain survey entitled "United States of Amen intiff, vs Frank E. Britton, et al, certain lands
on Hatteras island, Dare County, North Carolina, ants", dated December 23 and 24, 1957,
by P. F. Crank, Jr., Registered Surveyor.
The above -described real pro �Q' bein ub' to -foot easement asset forth in that Deed
recorded in Book 324, Page 792.Dafe o t bli gistry.
The property herein described was acquired C\
County.
TO HAVE AND To HOLD
fee simple.
The Grantor covenants with
recorded in Book 1451 at Page 295, in the Public Registry of Dare
and all privileges and appurtenances thereto belonging to the Grantee in
is seized of the premises in fee simple, has the right to convey the same in fee
simple, that title is merke nd'15,d clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all per o s wh s ver xxcept for the following exceptions:
I. Va re a for 2007 and all subsequent years.
Subject y easements and restrictive covenants as may ear of record in the Public \ y appear PP Registry of Dare County.

IIIIIIIIIIIIII1111111III11111IIIIIIIIII111ll111111115232458
1211412007 44A
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal.
STATE OF
I, a Notary public of the County and State aforesaid, certify that
before me this day and acknowledged the execution of the foreg
lf�day of November, 2007.
My Coa7mtission ExpiieS.
NOVEMBER 22, 2008
O
O
Ty �
K ONA� TRUSTEE, Grantor personally appeared
cm. Wit a my hand and official stamp or seal, this
r• S. DANIEL

inlll Hill IBII HIM III 11111 III�II 1►11111111111116� 412 0i 44A

I0IIIIIIIIIIIIIIII lll111III11lllllllI111I11I1III111 V2;9 44A
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and sea
STATE OF NORTH CAROLINA CURRITUCK
I, a Notary Public of the County and State aforesaid, certify that
be)fo[re this day and acknowledged the execution of the forego:
day of November, 2007.
My Commission Expires:
NOVEMBER 22, 2008
�O
Grantor personally appeared
my hand and official stamp or seal, this
LYNDA S. DANIEL

IIIlII IIIII IIII! IIIIIII IIIIlll IIIIIII III IIIII IIII IIII24607 09 40q
IN WITNFSS WHEREOF, the Grantor has hereunto set his hand and seal.
DOUGLASJ.
STATE OF ij L. )n iu- COUNTY Xl-v)
1• a Notary Public of the County and State aforesaid, certify that DOUGLAS 1.P
TRU Granto personally appeared
before me this day and acknowledged the execution of the foregoing ins ment wi Z and official stamp or seal, this
day of Nowmber, 2007.
My Commission Expires:
VA 14
V 1'
BLIC.•'
Public

A�, h'marle
& ASSOCIATES, LTD.
September 23, 2008
NCDENR Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
RSCV "zV Lam ©
SEP 2 2008
ATTN: Scott Vinson, PE
RE: IG Holdings 1C
High Density Stormwater Management Modification Submittal
Dear Mr. Vinson:
Please find the enclosed Stormwater Management Permit Application for modifications
to the IG Holdings project in Avon, NC. The project includes modifications to the site
plan, which had previously received permit approval under SW7071115. This
modification has been titled "Proposed Employee Housing". The revised site plan is
based upon as -built conditions and indicates the addition of a 4-bedroom residential
dwelling and on -site wastewater system. The stormwater management system for the
facility conforms to NCDENR high -density standards under regulations set forth for the
20 coastal counties. As we discussed, the original basin was constructed with adequate
capacity for the current and proposed site, but it was not quite to the original design
volume. I have directed the contractor to reshape the basin to achieve the original
design volume. I will certify the original permit compliance once this has been
completed. The information included within the attached submittal includes the review
fee of $505.00 and 2 copies each of the following:
• Revised NCDENR Stormwater Management Permit Application
• Revised Infiltration Basin Supplement
• Revised Stormwater Narrative
• Revised Stormwater Calculations
• Original Stormwater Calculations
• Original Stormwater Basin Parameters
• Revised Stormwater Management System Inspection & Maintenance Agreement
• Original Soils Narrative
• Original Soil Borings Log
• Dare County Soils Survey
• Revised Deed Restriction Form
Engineering — Surveying — Land Planning
P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, NC 27948
Telephone. [phone] Fax. [phone]

NCDENR —Washington Regional Office
September 23, 2008
Page 2 of 2
Modified Site Plan (C201, dated 9/24/08)
Updated Property Deed reflecting I G Holdings ownership
If you have any questions or require additional information, please do not hesitate to call
Enc:
cc: IG Holdings
File 07614A3/301

Y
W0.�Zp
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
December 7, 2007 —r
Israel Golasa ` �,ts �r Tn t } M"
I.G. Holdings, LLC
P.O. Box 120
Kitty Hawk, NC 27949
Subject: Permit No. SV 7071115
I.G. Holdings
High Density Stormwater Project
Dare County
Dear Mr. Golasa:
The Washington Regional Office received a completed Stormwater Application for the subject project on
November 19, 2007. Staff review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW7071115 dated December 7, 2007 to I.G. Holdings, LLC for the construction and operation of an infiltration basin
to serve the I.G. Holdings development located 618 feet north of Harbor Road (SR 1224) on NC 12 in Avon, North
Carolina.
This permit shall be effective from the date of issuance until December 7, 2017, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the Operation and Maintenance
requirements in this permit, Failure to establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150E of the North Carolina General Statutes,
and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such
demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact me or Samir
Dumpor at [phone].
Incerely,
AI Hodge, Regional Supervisor
Surface Water Protection Section
Washington Regional Office
AH/sd J:\WPDATA\WQS\Samir- State SW\Permits - Infiltration
cc: John DeLu ia, PE, Albemarle Associates, Ltd
David MWDCM
Dare County Building Inspections Department
,Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet: rcrr rc nct% uteruualm or, One
943 Washington Square Mall Phone [phone] NorthCarolina
Washington, NC 27889 Far; [phone] Naiuralh
An Equal Opportunity/Alfinnabve Action Employer -5046 Recyded/10% Post Consumer Paper /Z Kss�/

State Stormwater Management Systems
Permit No. SW7071115
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
I.G. Holdings, LLC
I.G. Holdings
Dare County
FOR THE
construction, operation and maintenance of stormwater management systems in compliance with the provisions of
15A NCAC 2H.1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management
plans and specifications and other supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit for an infiltration basin to serve the I.G. Holdings development located 618
feet north of Harbor Road (SR 1224) on NC 12 in Avon, North Carolina.
This permit shall be effective from the date of issuance until December 7, 2017 and shall be subject to the following
specified conditions and limitations:
DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the application and
other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described in Section 1.6
of this permit. The stormwater control has been designed to handle the runoff from 45,384 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated in this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either dedicated common areas or recorded
easements. The final plats for the project will be recorded showing all such required easements, in accordance
with the approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this project must be directed into the
permitted stormwater control system.
6. The following design criteria have been provided in the infiltration basins and must be maintained at design
condition:

Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Receiving Stream and index No.
Classification of Water Body:
Total Site Area:
Design Storm, inches:
Drainage area to Basin:
Impervious area in drainage basin:
Infiltration Basin Depth:
Basin bottom elevation, FMSL:
Bypass Overflow Elevation, FMSL:
Type of Soil:
Provided Storage Volume:
Time to Draw Down:
Expected Infiltration Rate, in/hr:
DIVISION OF WATER QUALITY
PROJECT DATA
I.G. Holdings
SW7071115
Dare County
I.G. Holdings, LLC
P.O. Box 120, Kitty Hawk, NC 27949
Mill Creek, 30-22-22
SA, HOW
2.88 ac
1.5
INFILTRATION BASIN
2.76 ac
45,384 sf
1.1 ft
3.0
4.5
Corolla - Duckston
7,508 cf
0.1 days
15.0

The following items will require a modification to the permit:
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
e. Further subdivision of the project area.
In addition, the Director may determine that other revisions to the project should require a modification to the
permit.
8. 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.
SCHEDULE OF COMPLIANCE
The permittee will comply with the following schedule for construction and maintenance of the stormwater
management system.
a. The stormwater management system shall be constructed in its entirety, vegetated and operational
for its intended use prior to the construction of any built -upon surfaces except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
2. The facilities must be properly maintained and operated at all times. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled intervals.
3. 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. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved plans and specifications
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel of
DWQ. The records will indicate the date, activity, name of person performing the work and what actions were
taken.
5. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
6. Upon completion of construction and prior to operation of this permitted facility, a certification must be
received from an appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other supporting
documentation. Mail the Certification to the Washington Regional Office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Water Quality.
7. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of
five years from the date of the completion of construction.

Ill. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is
a name change of the Permittee, a formal permit request must be submitted to the Division of Water Quality
accompanied by an application fee, documentation from the parties involved, and other supporting materials
as may be appropriate. The approval of this request will be considered on its merits and may or may not be
approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute 143-
215.6(a) to 143-215.6(c).
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such as
the construction of additional or replacement stormwater management systems.
5. The permitee grants DENR Staff permission to enter the property during normal business hours for the
purpose of inspecting all components of the permitted stormwater management facility
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance or termination does not stay any permit condition.
7. An application for permit renewal must be submitted at least 180 days prior the expiration of this permit along
with the appropriate processing fee.
Permit issued this the 7th day of December, 2007.
CAROLINA ENVIRONMENTAL MANAGEMENT
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7071115

I.G. Holdings, LLC — I.G. Holdings
Stormwater Permit No. SW7071115
Designer's Certification
I, , as a duly
registered Professional Engineer in the State of North Carolina, having been authorized to observe
(periodically/weekly/full time)
the construction of the 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. .
Signature
Registration Number
Date
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/bypass 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. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.

State of North Carolina
Department of Environment and Natural Resources
6'uCve� E " Division of Water Quality
NOV 1 9 2009TORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
L G. Holdings, LLC (property to be purchased from Price Family Irrevocable Trust Agreement)
19/0 7
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Israel Golasa/Owner (I.G. Holdings, LLC)
3. Mailing Address for person listed in item 2 above:
City:
State:NC Zip:27949
Phone: (_252 ) 480-0009 Fax: (252 ) 480-0889
Email:[e-mail]
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
City:
6. Directions to project (from nearest major intersection):
618' north of Harbor Road (SR 1224) on NC 12, Avon
County:Dare
7. Latitude:W 21.2' N Longitude:75 30.2' W of project
8. Contact person who can answer questions about the project:
Name:lohn DeLucia, PE Telephone Number: (252 ) 441-2113
[e-mail]
II. PERMIT INFORMATION:
1. Specify whether project is (check one): ®New ❑Renewal ❑Modification
Form SWU-101 Version 8.07 Paget of4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Univer'sal SMP []Other
4. Additional Project Requirements (check applicable blanks):
®CAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Sheetflow conveyance via drainage structures to an infiltration basin. Any run-off exceeding a 1.5" storm will
bypass the basin and will be directed to a vegetated filter to be dispersed using a level spreader.
2. Stormwater runoff from this project drains to the Pasuuotank River basin.
3. Total Site Area: 2.88 acres 4. Total Wetlands Area: 0 acres
5. 100' Wide Strip of Wetland Area: n/a acres (not applicable if no wetlands exist on site)
6. Total Project Area**:2.76 acres 7. Project Built Upon Area:37.7 %
8. How many drainage areas does the project have?1
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Mill Creek
Stream Class & Index No.
SA,HQW
Drainage Area (sf)
120,341
Existing Impervious* Area (sf)
0
Proposed Impervious*Area (so
45,384
% Impervious* Area (total)
37.7
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (sf)
12,427
On -site Streets (sf)
0
On -site Parking (sf)
26,660
On -site Sidewalks (so
6,297
Other on -site (sf)
0
Off -site (sf)
0
Total (sf):
45,384
' Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation.
Form SWU-101 Version 8.07 Page 2 of

10. How was the off -site impervious area listed above derived?From calculations based upon what is proposed.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SW401-Low Density
Low Density Supplement
Form SW401-Curb Outlet System
Curb Outlet System Supplement
Form SW401-Off-Site System
Off -Site System Supplement
Form SW401-Wet Detention Basin
Wet Detention Basin Supplement
Form SW401-Infiltration Basin
Infiltration Basin Supplement
Form SW401-Infiltration Trench
Underground Infiltration Trench Supplement
Form SW401-Bioretention Cell
Bioretention Cell Supplement
Form SW401-Level Spreader
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Form SW401-Wetland
Constructed Wetland Supplement
Form SW401-Grassed Swale
Grassed Swale Supplement
Form SW401-Sand Filter
Sand Filter Supplement
Form SWU-101 Version 8.07 Page 3 of

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at htto://h2o.enr.state.nc.us/su/msi maps.htm)
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
;tC
• Original and one copy of the Deed Restrictions & Protective Covenants Form
7 fi
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
dG
• Permit application processing fee of $505 ($4,000 for Express) payable to NCDENR
rr�
• Calculations & detailed narrative description of stormwater treatment/management
-rh
• Copy of any applicable soil report
SG
• Three copies of plans and specifications (sealed, signed & dated), including:
1G
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):John DeLucia, PE
Mailing Address:PO Box 3989
City:Mll Devil Hills State:NC Zip:27948
Phone: (252 ) 441-2113
Email:[e-mail]
VIII. APPLICANT'S CERTIFICATION
Fax: (252 ) 441-0965
I, (print or type name of person listed in General Information, item 2) Israel 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 15A
NCAC 21-1.1000.
Signature: •J m-e,( Date: (� �U--07
Form SWU-101 Version 8.07 Page 4 of