SW7130613_HISTORICAL FILE_20130620

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑. COMPLIANCE EVALUATION INSPECTION
DOC DATE)11,�(pa�
YYYYMM DD

Volumetric Runoff Calculations__
Simple Method
Project Name: Rodanthe Super Wings
Project Area Description - DRAINAGE AREA #1 (existing conditions)
Basin Information
existing
0
0
0
0
0
0
0
0
existing (to
remain)
0
0
0
0
0
0
0
0
proposed
(additional)
0
0
0
0
29,342
0
0
29,342
Receiving Stream Name
Pamlico Sound
Receiving Stream Class & Index Number
SA, HWO
Drainage Area
74,655 SF
Existing Impervious Area
0 SF
Proposed Impervious Area
29,342 SF
% Impervious Area (total)
39.3%
Impervious Surface Area
On -site Buildings or Lot BUA
0 SF
On -site Streets
0 SF
On -site Parking
0 SF
On -site Sidewalks
0 SF
Other on -site
29,342 SF
Future
0 SF
Off -site
0 SF
Total:
29,342 SF
Runoff Calculations (Simple Method)
NCDENR
Design Runoff (in)
1.5
Total Area (sf
74,655
Coverage
39.3%
R(v)
0.404
Rainfall Volume
3,768
NCDENR 1.5 : 3,768
NCDENR Pre/Post 0
FIES- S
JUN I; it
®EIVR

Volumetric Runoff Calculations
Simple Method
! Project Name: Rodanthe Super Wings
Project Area Description - DRAINAGE AREA #1 (proposed development)
Basin. Information
existing
0
0
0
0
29,342
0
0
29,342
existing (to
remain)
0
0
0
0
0
0
0
0
proposed
(additional)
12,338
0
22,858
2,839
0
0
0
38,035
Receiving Stream Name
Pamlico Sound
Receiving Stream Class & Index Number
SA, HWO
Drainage Area
74,655 SF
Existing Impervious Area
0 SF
Proposed Impervious Area
38,035 SF
% Impervious Area (total)
50.9%
Impervious Surface Area
On -site Buildings or Lot BUA
12,338 SF
On -site Streets
0 SF
On -site Parking
22,858 SF
On -site Sidewalks
2,839 SF
Other on -site
0 SF
Future
0 SF
Off -site
0 SF
Total:
38,035 SF
Runoff Calculations (Simple Method)
NCDENR
1 yr/24h r (pre)
1 yr/24h r (post)
Design Runoff (in)
1.5
3.64
3.64
Total Area (so
74,655
74,655
74,655
Coverage
50.9%
39.3%
50.9%
R(v)
0.509
0.404
0.509
Rainfall Volume
4,746
9,143
11,516
6.35 (cfs)
8.00 Ws)
NCDENR 1.5' : 4,746
NCDENR Pre/Post 2,373

STORMWATER MANAGEMENT CALCULATIONS - INFILTRATION BASIN DESIGN
Project Rodanthe Super Wings By
Drainage Area 1 Date
Infiltration Basin 1
Infiltration Basin Information
elevation
area
(msl)
(so
Storage Elevation:
5.5
6,554
Bottom of basin:
4.5
2,595
ESHWT Elev.:
2.0
(msl)
Permeability:
10.0
(in/hr)
Available Storage Volume:
4,575
(cf)
Required NCDENR Volume:
3,768
(cf)
NCDENR Drawdown Calculations
Average Hydraulic Gradient:
1.2
(ft/ft)
Drawdown Rate:
1.271
(cfs)
NCDENR Drawdown Time:
0.04
Days
Prepared by Albemarle and Associates, Ltd.

Peak Runoff Calculations
Project Name : Rodanthe Super Wings
Drainage Area =
1.71
(ac)
Postdevelopment Runoff Rate (excluding storage devices)
Area
"C"
C*A
(ac)
Impervious Area
On -site Buildings or Lot BUA
0.00
1.00
0.00
On -site Streets
0.00
0.95
0.00
On -site Parking
0.00
0.95
0.00
On -site Sidewalks/Concrete
0.00
0.95
0.00
Other on -site
0.67
0.95
0.64
Pervious Area
Remaining
1.04
0.20
0.21
Total:
1.71
0.85
Design Event :
Weighted Runoff Coefficient:
Average Intensity:
>tdeveloped Peak Discharge:
Predevelopment Runoff R
Impervious Area
On -site Buildings or Lot BUA
On -site Streets
On -site Parking
On -site Sidewalks/Concrete
Other on -site
Pervious Area
Remaining
Total:
year
hour
1
24
0.49
0.132
(in/hr)
0.112
(cfs - into I
(excluding
storage de
Area
"C"
(ac)
0.00
1.00
0.00
0.95
0.00
0.95
0.00
0.95
0.00
0.95
1.71 0.20
1.71
Design Event:
year hour
1 24
Weighted Runoff Coefficient:
0.20
Average Intensity:
0.132 (in/hr)
leveloped Peak Discharge :
0.045 (cfs)
Postdeveloped Peak Discharge: 0.112 (cfs - see
depth
3.17
C*A
0.34
0.34
depth
3.17

_ EXPRESS
"Ibemarle
NQ DENR
& ASSOCIATES, LTD.
Rodanthe Super Wh
Stormwater Management
Revised June 17, 2013
Existing Conditions: IG Holdings, LLC has recently purchased a 1.71 acre site in
the Village of Rodanthe on Hatteras Island in Dare County. Prior to the purchase,
the site was formerly operated (under previous ownership) as "Boyce Storage",
serving as a storage facility for large vehicles, campers, etc. and also providing a
variety of welding and repair services. The site is adjacent to the Pamlico Sound
(SA, HQW classification). The Natural Resource Conservation Service Soil Survey
for Dare County has mapped the soils on the site to consist primarily of Corolla Fine
Sand, with a small portion Corolla — Duckston Complex along the southeast corner
of the parcel. The majority of the site is between 3 and 6 feet above sea level (NAVD
1988). The west side of the site of the site slopes to sea level and the shoreline is
lined with rip -rap consisting of large broken concrete for stabilization of the shoreline.
A large raised building foundation from the former welding / repair facility is located
within the center of the site, with much of the surrounding areas containing gravel
access roads previously used for the vehicle/trailer storage. The remainder of the
site is sandy with areas of sparse vegetation consisting of native weedy ground
cover. The property is within a flood zone of AE-8 & AE-9.
Proposed Development: IG Holdings, LLC intends to redevelop the property to
construct a new 10,362 sf retail building and parking lot. A CAMA permit will be
obtained for a boardwalk that will extend into the Pamlico Sound. A residential house
will also be constructed on the property to accommodate employee housing. All the
existing gravel and paved surfaces will be removed. A septic system with LPP
drainfields is being designed to treat and dispose of sewage from the retail building
and residential structure. Dare County will serve the facility with domestic water
service. -
Stormwater Management. Redevelopment of this site includes an increase of site
coverage from 29,342 sf to 38,035 sf. Currently, most existing coverage is directed
to the perimeter of the site and either discharges west to the Pamlico Sound or east
to the drainage ditch along NC-12 (which then conveys stormwater to the Pamlico
Sound. There are no stormwater BMP's present on the site. NCDENR DWQ
regulations for the coastal counties requires that the redevelopment must manage a
minimum of the amount of runoff generated from 1 Y2" of rainfall from the net
increase of coverage (8,693 so. Because the site is located adjacent to SA waters,
consideration also needs to be given to the increase in runoff resulting from the 1
year, 24 hour rainfall (3.64") when comparing the pre -developed and post -developed
conditions.
Land Planning- Engineering - Surveying- Environmental - Construction Management
P.O. Box 3989, 115 W Saint Clair St., Kill Devil Hills, North Carolina 27948
Phone: [phone] wwwAlbemadeAssociates.com Fax: [phone]

� 1`•

Rodanthe Wings
Stormwater Management Narrative
June 17, 2013
Page 2 of 2
The amount of runoff resulting from 1.5" rainfall on the 1.71-acre parcel with 29,342
sf (existing coverage) is calculated to be 3,768 cf, while the runoff from the proposed
coverage of 38,035 is calculated to be 4,746 cf, or a 978 cf increase. The NOAA 14-
point precipitation frequency estimates list the 1-yr, 24-hour rainfall to be 3.64" (90%
confidence interval). When considering the calculated runoff resulting from the pre -
developed vs. post -developed condition of the 1-year, 24-hour rainfall, a net
increase of 2,373 cf becomes the minimum volume of runoff to be treated.
An infiltration basin is being located along the northern property line. The bottom of
the basin is set at 4.0' msl, providing more than 24" of separation to the ESHWT.
The majority of this runoff from the pavement sheet flows directly across the parking
lot and into the basin, while the roof top runoff is collected in roof drains and piped to
the basin. For various reasons, a bypass of runoff exceeding the minimum required
treatment volume is not provided. To offset the lack of a bypass, the infiltration basin
is designed to provide 6861 cubic feet of storage, or more than twice the minimum
required volume. Runoff in excess of the basin capacity is allowed to overflow to the
west, where a vegetated lawn area is provided that can accommodate additional
infiltration.

All:
lbemarle
& ASSOCIATES, LTD.
JUN 2 0 2013
NC ®ENR
Rodanthe Super Wings
Spill Narrative
June 17, 2013
The 1.71 acre site in the Village of Rodanthe on Hatteras Island (Dare County) is
adjacent to the Pamlico Sound (SA, HQW classification). The Natural Resource
Conservation Service Soil Survey for Dare County has mapped the soils on the site
to consist primarily of Corolla Fine Sand, with a small portion Corolla — Duckston
Complex along the southeast corner of the parcel. The majority of the site is
between 3 and 6 feet above sea level (NAVD 1988). The west side of the site slopes
to sea level and the shoreline is lined with rip -rap consisting of large broken concrete
for stabilization of the shoreline. A large raised building foundation is located within
the center of the site, with much of the surrounding areas containing.gravel access
roads previously used for the camper storage. The remainder of the site is sandy
with areas of sparse vegetation consisting of native weedy ground cover. The
property is within a flood zone of AE-8, AE-9 & AE-10.
Soils investigations were performed by Albemarle & Associates during a site visit on
April 11 and May 8`h 2013. These borings were performed using a five-foot hand
auger. The majority of the attempts to advance the auger were not successful due to
the presence of gravel, broken concrete and/or asphalt and other obstructions. On
the initial visit, one bore was able to reach of depth of about four feet before and a
second extended two and a half feet below the existing surface. The third boring was
performed once the basin location was finalized and is within the basin limits. This
attempt did extend five feet below the surface. The results of these borings are
attached to this report. The sandy material observed within the borings appeared to
be consistent with the soils descriptions for Corolla Fine Sand. However, it appears
that there are stone and other hardened materials, either buried for fill materials or
otherwise placed and subsequently migrated beneath the surface, in order to
support the large vehicles previously stored on the site.
Only the third boring found evidence of a seasonal high water table, extending into
saturated subgrade with grey sand. Although there was significant amounts of stone
observed, the majority of the material consisted of medium sand that would support
a high permeability. Considering the proximity of the site to the adjacent Pamlico
sound and the generally highly permeable subgrade, the SHWT would be expected
to be within a foot of sea level. For purposes of BMP design, the SHWT is being
conservatively estimated as 1.7 feet above sea level.
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.AlbemarteAssociates.com Fax: [phone]

Rodanthe Super Wings
Soil Boring Log
Soil Boring
Depth
B-1
B-2
B-3
0" to 6"
Tan sand
Tan sand
Brown medium sand
6" to 12"
Tan sand
Brown sand
Brown medium sand
12" to 18"
Brown sand
Brown sand
Brown medium sand
18" to 24"
Brown sand
Brown sand
Tan medium sand w/ shell
fragments
24" to 30"
Brown sand
Brown sand
Tan medium sand w/ shell
fragments
30" to 36"
Brown sand (moist)
Tan medium sand w/ shell
fragments (moist)
36" to 42"
Brown sand (moist)
Tan medium sand w/ shell
Could not advance auger
fragments (moist)
42" to 48"
Brown sand (moist)
Tan medium sand w/ shell
further due to obstruction
fragments (moist)
48" to 54"
Tan medium sand w/ shell
Could not advance auger
further due to obstruction
fragments (saturated)
54" to 60"
Grey sand w/ shell fragments
(saturated)
Soil Type
Corolla Fine Sand
Corolla Fine Sand
Corolla Fine Sand
Date of Boring
4/11/13
4/11/13
5/8/13
Ex. Ground
Elevation (ft.
5.7
5,3
4.7
above MSL)
Depth to
ESHWT (in)
> 48"
> 30"
48
ESHWT
Elevation
<17
<2,g
07
Depth to Water
table (in)
> 48"
> 30"
48
Water
taated
ble Elevation
< 1,7
< 2.8
0.7
(ft)
Prepared by Albemarle and Associates, Ltd.

35'36W
35'34'57'
Soil Map —Dare County, North Carolina
(Rodanthe' Wings)
S u r'Er�
457520 457530 457540 457550 457560 457570 457580 457590 457600 457610 457620 457630 457640 457650 457660 457670
m
0
•I
0
`m
c
�
o
—
$
N
n
i
�
457520 457530 457540 457550 457560 457570 457580 457590 457600 457610 457620 4576M 457640 45765f1 4576611 4579670
Map stale: 1:767 it printed on A size (8.5" z 11") sheet-
N Meters
A 60 40 20 ,0 0
N Feet
0 40 BO 160 240
USDA Natural Resources Web Soil Survey
i Conservation Service National Cooperative Soil Survey
4/1212013
Page 1 of 3
35' 35' 0'
�FtiFl:lF1Y

MAP LEGEND
Area of Interest (AD[)
O
Area of Interest (AOI)
Soils
Q
Soil Map Units
Special
Point Features
V
Blowout
®
Borrow Pit
X
Clay Spot
•
Closed Depression
x
Gravel Pit
..
Gravely Spot
®
Landfill
A
Lava Flow
, L,
Marsh or swamp
R
Mine or Quarry
Qo
Miscellaneous Water
(.
Perennial Water
v
Rock Outcrop
}
Saline Spot
..
Sandy Spot
a
Severely Eroded Spot
p
Sinkhole
jl
Slide or Slip
0
Sodic Spot
Spoil Area
Q
Stony Spot
Soil Map —Dare County, North Carolina
(RodanthlW ngs)
IZ Very Stony Spot
f Wet Spot
Other
Special Line Features
Gully
c=•� Short Steep Slope
a
Other
Political Features
p Cities
Water Features
�-.. Streams and Canals
Transportation
u Rails
N Interstate Highways
iv US Routes
qMajor Roads
NLocal Roads
MAP INFORMATION
Map Scale: 1:767 if printed on A size (8.5' x 11 ") sheet.
The soil surveys that comprise your AD] were mapped at 1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
soils that could have been shown at a more detailed scale.
Please rely on the bar scale on each map sheet for accurate map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http://websollsuwey.nres.usda.gov
Coordinate System: UTM Zone 18N NAD83
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
Soil Survey Area: Dare County, North Carolina
Survey Area Data: Version 13, Jul 3, 2012
Date(s) aerial images were photographed: 8/26/2006
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 4/12/2013
allow Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Dare County, North Carolina Rodanthe. Wings
yupgR
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,
rarely flooded
2.0
94.6%
CrB
Corolla-Duckston complex, 0 to 6
percent slopes, rarely flooded
0.1
5.4%
Totals for Area of Interest
2.1
100.0%
USDA Natural Resources Web Soil Survey 4/12/2013
Conservation Service National Cooperative Soil Survey Page 3 of 3

I
Pamlico S
and
Uncle
Jimmy --landingiee
= ATLANTIC
OCEAN
Point
Point_ e
I
Rodanthe
I
I
South
Rodantl'e
��
RODANTHE
SUPER
WINGS
�
0
Steeple
U
�/.
LEEO'NEAL LN
pN
a®�0`el
Waves
Landing Waves
Outer
Banks
�Davids I
��

DARE y ,l REAL ESTATE
COUNTY �j � .,' TRANSFER TAX
L T /XQ l --' sw: G9- i
6XPF?6SS
ppJUN 2 0 Z013
iVC ®'EAp®
B: 1923 P: 279 Doc Id: 6324608
0310712013 03:39 PM Receipt It 13-7929
Drc Cad'- DEED NCExcise Tax Pd PnD 00
Vanhel la MMorran-5m1th. Register or Deeds C r CO. IIC
Tax Collector Cel fical on That No Delinquent Taxes
Are Dui Dave ' �36y Certification
e,:pires Jan. 6th of the year following certifica:io
L�q' t )
LT11
S 3,900.00
Tax Lot No.
Verified by.
by
NORTH CAROLINA GENERAL W
Revenue Stamps $780.00
Parcel Identifier No.
County on the _ day of
Mail after recording to Gray & Lloyd, 3120 N. Croatan Hwy, Suite 1C,(�il Hill 27948
This instrument was prepared by Starkey Sharp , Attorney at Law
Brief Description for the index metes and bounds
RE150971r
THIS DEED made March 7, 2013 by an e n
GRANTOR GRANTEE
Ronald A. Boyce, unmarried �l G 1 Z
gs, LLC
A N rth Carolina Limited Liability Company
P.O. Box 403
Rodanthe, NC 27968 O P . Box 120
ty Hawk, NC 27949
The designation Grantor and Ge; as use h ein shall ' ude said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, fcrpi;jnt ogngutcr re i b context.
WITNESSETH, that the Gratioi, fdr val'aa le sideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents do nt, ai t� sell a co ey unto the Grantee in fee simple, all that certain lot or parcel of land situated
in the Town of Rodanth innp�i6[ V wlship,'Dare County, North Carolina and more particularly described as follows:
see attached Exhibit "A"
If checke t t, a grope includes the primary residence of at least one of the Grantors. (NC GS §
105-317.2) \\

The property hercinabove described was acquired by Grantor by instrument recorded in Book 1751 , Page 276 .
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto elopging to the Grantee in
fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has a rigbt-W_c v the same in
fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant an the it a against the
lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hercinabove described is subject to the following exceptions: O
Easements and restrictions of record, if any, in the Dare County Registry.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or ifcorpo to as c, a d the 'nst cot to be signed in
its corporate name by its duly authorized officers by authority of its Board of Directo he day aitE{ ar first a written.
STATE OF NORTH CAROLINA O
I the undersigned Notary Public for the State
me this day and acknowledge the due execu)i
February, 2013.
My Commission Expires:
7/2/2015
U
Ronald A.
(SEAL)
(SEAL)
(SEAL)
VCCUNTY OF DARE
said, do hereb certify that Ronald A. Boyce personally appeared before
instrument IVimess my hand and official seal this 7th day of
J�
Notary Public
NOTARY-.tp
F�ouN�'

EXHIBIT "A"
Tract i
Beginning at a concrete monument, said concrete marker being situated on the Western ec
right-of-way of North Carolina Highway 12, said existing marker also being located Nord
feet from an existing concrete monument located at the South East corner of the Frank A.
land, formerly known as the Old Church Lot, as shown on a map or plat entitled "Surey-
Rodanthe, Kinnakeet Twp., Dare County, North Carolina," dated the IP day of Septemb
Meekins, Jr., and Associates, Surveyors and Planners, a copy of which is recorde
Dare County Registry and incorporated herein by reference for a more complet d p�ei
said beginning point North 84041'30" West 250.0 feet to a concrete monume thence Ni
180.0 feet to a concrete monument; thence South 84°41'30" East 250.0 feet to co Crete
concrete monument situated and being on the Western edge of the 1
Highway 12; thence South 703'30" West I80.0 feet to the point and
Tract II
Beginning at an existing concrete monument, said existing,
edge of the 100-foot right-of-way of North Carolina Hig
South 7°03'30" West 75.2 feet from an existing iron pi
Jakob, Rodanthe, Kinnakeet Twp., Dare County, North C
M. Meekins, Jr., and Associates, Surveyors and Planners, a
of the 100-foot
t3'30" East 101.87
Qb of or parcel of
129,1i W.M.
486, Pao of the
lescrip 'o from
:nt, said
Carolina
4fcrete monu di t-Keing situated on the Western
12, said ex5)e3h
g concrete monument also being
shown on aor plat entitled "Survey for Frank
i�a," dated t day of September, 1979, by W.
ley of-whiecorded in Book 486, Page 104 of
the Dare County Registry and incorporated herein by reference bra- e complete and precise description;
from said beginning point North 84041'30" We he`
feet to an existing concrete monument; thence North
84041'30" West 12 feet, more or less, to a point t hores of the Pamlico Sound; thence following the
various meanderings of the Pamlico Sound in a gene y utherly direction to a certain point, said certain
point being the various calls and distances from -test pr ee ' g call: South 84°41'30" East 12 feet, more or
less, to an existing concrete monument, South 1 ° ' l� t 1 l feet to a concrete monument, North
84°41'30" West 25 feet, more or less, to the ain o situ ed on the shores of the Pamlico Sound; thence
from said certain point on the shores the
concrete monument; thence South 4Q41
East 130.0 feet to a concrete monument; t
situated and being on the Western edm—ofi
North 7°03'30" East 30.0 feet to ank>�m,
ino ouch 84°41'30" East 25 feet, more or less, to a
y� t to a concrete monument; thence North 7003'30"
41'30" East 250.0 feet to a concrete monument
right-of-way of North Carolina Highway 12; thence
onument, being the point and place of beginning.

,`osr.any�T 1 Piled Annual Report
4
LIMITED LIABILITY COMPANY 53G7595
.r�= ANNUAL REPORT Do not data enter manually.
NAME OI' LIMITED LIABILITY COMPANY:
I G 11oldhWs. L.L.C.
REPORT FOR THE YEAR: 2013
STATE OF INCORPORATION: NC
SECRETARY OI' STATE L.L.C. ID NUMBER:
0602313
NATURE, OF BUSINESS: Real Estale Rental
REGIS ERYD AGENT: Colasa, Israel
REGISTERED OFFICE MAILING ADDRESS:
PO liox 120
Kitty Hawk, NC 27949
QPRES
REGISTERED OFIsICE S'fRL'E'I' ADDRESS:
2229 S. C rratan llighwny
JUN 4"d
Nags Head, NC 27959 Dare Comity
tl N(!
PRINCIPAL OFFICE TFLFPI-ION E NUMBER:
[phone]
PRINCIPAL OFFICE MAILING ADDRESS:
P.O. Box 120
Kiay /Hawk. NC 27949
PRINCIPAL OFFICE STREET ADDRESS:
2229 S. Crontan Highway
Nags Head, NC 27959
MANAG I.RS/M L:MI31? RS/ORGANIZFIZS:
Name: Israel Golasa
Title: Manager
Address.
2229 S. Croalan highway
Nags Head,, NC 27959
CERTIFICATION OF ANNUAL REPORT- MUST BE COMPLE"I-I D BY ALI,
LIMITED LIABILITY COMPANIES
Israel Golasa
-
3/25/2013
FORM Ml1S'I' BE SIGNED BY A MANAGER/MEMBER
DATE
Israel Golasa
Manager
TYPE OR PRINT' NAME
TYPE OR PRINT I ITLE
ANNUAL REPOR IPEE: I Paid MAIL'1D:
Secretary of State • Corporations
Division • Post Office Box 29525 • Raleigh, NC 27626-0525

I - ,;
lbemarle
& ASSOCIATES, LTD.
JUN 2 0 Z013
June 17, 2013
NCDENR — Division of Water Quality
943 Washington Square Mall
Washington, NC, 27889-3532
ATTN: Mr. Scott Vinson
RE: Rodanthe Super Wings, Hatteras Island, Dare County
Express Review - Stormwater Management Application Package
Dear Mr. Vinson:
Please find the attached stormwater management appIication.package (express review)
for IG Holdings, LLC. The project includes the redevelopment of a 1.71 acre parcel in
the Village of Rodanthe on Hatteras Island. IG Holdings has recently purchased the
parcel, which was previously operated as a large vehicle/camper storage facility. The
project complies with the coastal county stormwater management requirements by
providing an infiltration basin to manage impervious area well in excess of the increase
of site coverage. This package includes:
• Stormwater management permit application form (1 original & 1 copy)
• Submittal fee ($4,000 for multiple permit express review)
• Stormwater management narrative (1 original)
• Runoff volume, infiltration basin and other calculations (1 original)
• Portion of USGS topo quad sheet with site identified (1 copy)
• Infiltration basin supplement & checklist (1 original)
• Infiltration basin maintenance agreement (1 original)
• Soils narrative (1 original)
• Copy of warranty deed (1 copy)
• Copy of 2013 limited liability company annual report (proof of authority)
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] www.AlbemadeAssociates.com Fax: [phone]

Mr. Scott Vinson
NCDENR-DWQ
June 17, 2013
Page 2 of 2
• Two sets of drawings
o C101 Demolition and Erosion Control Plan (dated 06/17/13)
o C201 Site Plan (dated 06/17/13))
o C202 Site Plan Details (dated 06/17/13)
o C301 Grading Plan (dated 06/17/13)
The owner intends to begin construction in the summer of 2013 and complete all
improvements prior to the 2014 summer tourism season. Please note that we are
applying for a Land Disturbance permit (Division of Land Quality) as well as a CAMA
Major Permit (Division of Coastal Management) concurrent with this application. If you
have any questions pertaining to this submittal, please do not hesitate to contact me.
Sincerely,
Michael J. M ay, PE
Engineer
cc: IG Holdings, LLC
File 06860B (350)

SW Y 136(o f3 For DEN Use ONLY
( Reviewer: Da 6 -A
�r North Carolina Department of Environment and Submit
Natural Resources
NCDENR Request for Express Permit Review Time
ciefim,:
FILL-IN all the information below and CHECK the Permits) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan ii file) and vicinity map (same items expected in the application
ap ckape of the project location. Please include this form in the application package.
Asheville Region -Alison Davidson 828.296.4698;[e-mail]
Fayetteville or Raleigh Region -David Lee 919-791.4203; [e-mail]
Mooresville & Winston Salem Region - Patrick Grogan 704-235-2107 or patrick.grogan(pincderi
Washington Region -Lyn Hardison 252-948.3842 or lyn.hardison(a)ncdenr.gov
Wilmington Region -Janet Russell910-796.7302 or([e-mail]
Wilmington Region -Cameron Weaver 910-796-7303 or [e-mail]
NOTE: Project application received after 12 noon will be stamped in the following work day.
SW
SW
SW _
SW _
SW
Project Name: RODANTHE WINGS County: DARE
Applicant: IG HOLDINGS, LLC Company: IG HOLDINGS LLC
Address: 2229 S. CROATAN HWY City: NAGS HEAD, State: NC Zip: 27959-_
Phone: [phone], Fax: [phone], Email: beachmartinc@gmail�—
Physical Location:24530 NC-12, RODANTHE, INC,27968
Project Drains into PAMLICO SOUND waters — Water classification SA (please visit here to look up stream classification)
Project Located in PASQUOTANK River Basin. Is project draining to class ORIN waters? N, within '/2 mile and draining to class SA waters Y or within 1
mile and draining to class HOW waters? Y
Engineer/Consultant: ALBEMARLE & ASSOCIATES Company:
Address: 115 WEST ST CLAIR ST City: KILL DEVIL HILLS, Slate: NC Zip: 2791
Phone: [phone], Fax: [phone], Email: [e-mail] Ji.)Pi 4; 0 2013
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: _ # 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 ❑ Off -site [SW _ (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ® High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
® High Density -Other 1 # 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 1_8 acres to be disturbed.(CK # !I1 f I i (for DENR use)) \ P ( 3 ;
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
Buffer Impacts: ❑ No ❑ YES: _acre(s)
Isolated wetland on Property ❑ Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
For DENR use only(1.1.2, 1
Fees litfor multiple permits: Check# ,171 Total Fee Amount b 1' '
SUBMITTAL DATES
Fee
I
I SUBMITTAL DATES
Fee
CAMA
$ I -mv
Variance (❑ Maj; ❑Min)
$
SW to HD, ❑ LD, ❑ Gen)
$ r'15i%
401:"
$
LDS
1$
rjCO3rpl
Stream Deter,_
$
NCDENR EXPRESS June 2011