SW7091003_HISTORICAL FILE_20210512

STORMWATER DIVISION CODING SHEET
POST —CONSTRUCTION PERMITS
PERMIT NO.
SW 7D�%/l9D
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
e6Q
YYYYMMDD

ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretary
BRIAN WRENN
Director
I.G. Holdings, LLC
Attention: Isreal Golasa, Manager
P.O. Box 120
Kitty Hawk, NC 27949
Dear Mr. Golasa:
NORTH CAROLINA
Environmental Quality
May 12, 2021
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7091003
Monteray Greens
Currituck County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7091003 for a stormwater treatment system consisting of three
infiltration basins to serve Monteray Greens located at 810 Ocean Trail, Corolla, NC
expires on December 31, 2021. This is a reminder that permit renewal applications are
due 180 days prior to expiration. We do not have a record of receiving a renewal
application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Permit application forms for renewal can be found on our website at:
https://deq.nc.gov/about/divisions/energy-mineral-and-land-
resources/stormwater/stormwater-program/post-construction-2. North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
roger.thorpeancdenr.gov.
Sincerely,
Roger K. Thorpe
Environmental Engineer
®V& North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
.canrraauu
^w�•��^-a�� 252.946.6481

�.'��.r
NCDENR,
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Division of Water Quality
Coleen H. Sullins
Director
Mr. Israe olasa, Manager
G. Hold' gs, LLC
PO Box 120
Kitty/Hawk, NC 27949
Subject:
Dear Mr. Golasa:
Request for Additional
Stormwater Project No
Monteray Greens
Currituck County
Dee Freeman
Information
SW7091003 Modification
The Washington Regional Office received a Coastal Stormwater Permit Modification Application
for Monteray Greens project on February 7, 2011. A preliminary review of that information has
determined that the application is not complete. The following information is needed to
continue the stormwater review:
Sheet C201 of the Plans set states that no CAMA wetlands will be disturbed as
part of this project. Please clarify if any other (404/401) wetlands are affected by
this project.
Provide two copies of signed and sealed revised sheet.
The requested information should be received in this Office prior to February 23, 2011, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for
a time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone] or
email me at [e-mail].
Sincerely,
Samir Dumpor
Environmental Engineer
CC: Mike Morway, Albemarle & Associates, Ltd.
Washington Regional Office
North Carolina Division of Water Quality Internet: +v+vw.ncevter[Iualiq.ore
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] NorthCarolina
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper Naturalk

Dumpor, Samir
From: Mike Morway [[e-mail]]
Sent: Thursday, February 17, 2011 1:27 PM
To: Dumpor, Samir
Subject: RE: Monteray Greens Additional Information request
Attachments: 07819B C201 Site 2011-02-17 s.pdf
Hi Samir,
Here is the revised C201 (wetland note revision). I will send you 2 hard copies as well.
Sincerely
Michael J. Morway, PE
Albemarle and Associates, LTD
PO Box 3989, Kill Devil Hills, NC
Ph: 252-441-2113
Fx: 252-441-0965
email: mikem(a.albemarleassociates.com
web: www.albemarleassociates.com
The information contained in this email message and any attachments is confidential information intended only for the use of
individuals or entities named above. If the reader of this message is not the intended recipient you are hereby notified that any
dissemination, distribution or copying of this communication is strictly prohibited. If you have received this email in error, please
notify us immediately by email at the originating address.
From: Dumpor, Samir[mailto:samir.dumoora)ncdenr.gov]
Sent: Wednesday, February 16, 2011 9:57 AM
To: Mike Morway
Subject: Monteray Greens Additional Information request
Mike,
Please find attached an additional information request for this project, The due date is February 23, 2011. If you have
any questions please feel free to contact me.
Thanks
Samir
Samir Dumpor
Environmental Engineer II
NC Department of Environment and Natural Resources
Surface Water Protection Section
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Office: 252.948.3959
Fax: [phone]
NOTE: Please update your address book with my new email address
Samir.Dumporoncdenr.gov
Please consider the environment before printing this e-mail.

E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

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COROLLA POPLAR BRANCH TOWNSHIP CURRRUCK COUNTY NORTH CAROLINA ,,,,,,, :..:Aw.....>W'.�
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lbemarle
& ASSOCIATES, LTD.
February 2, 2011
NCDENR - Division of Water Quality
943 Washington Square Mall
Washington, NC, 27889
ATTN: Ms. Lyn Hardison
FEB 07 2011
RE: Stormwater Permit Submittal — Express Review Program
Monteray Greens, Currituck County, North Carolina
Dear Ms. Hardison:
Included within this package is the stormwater management permit application submittal
for the Monteray Greens in Currituck County. The project is a high density (20 coastal
counties) site plan and is to be reviewed within the express permit program along with
the Erosion and Sedimentation Control submittal. Included with this submittal is the
following:
• SWU-101- Stormwater Management Permit Application Form
• Express Review Fee ($4,000)
• Stormwater Management Narrative
• 8'/2' x11" USGS map w/ site identification
• Documentation of status of signing official (LLC annual report)
• Warranty Deed
• Soils Narrative
• Infiltration Basin 1
o Supplement
o runoff calculation
o basin calculations
o O&M agreement
Land Planning — Engineering — Surveying — Environmental — Construction Management
P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, North Carolina 27948
Phone: [phone] w .AlbemadeAssociates.com Fax: [phone]

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Lyn Hardison
NCDENR — Express Review Coordinator
February 2, 2011
Page 2 of 2
• Infiltration Basin 2
o Supplement
o runoff calculation
o basin calculations
o O&M agreement
• Infiltration Basin 3
o Supplement
o runoff calculation
o basin calculations
o O&M agreement
• Drawings
o C201 - Site Plan (signed 1/24/11)
o C202 - Site Details (signed 1/24/11)
o C301 - Erosion & Sediment Control Plan (signed 2/2/11)
o C302 —Grading and Drainage Plan (signed 2/2/11)
Thank -you for assisting us with this endeavor. If you have any questions pertaining to
this submittal, please do not hesitate to contact me.
Sincerely,
Michael
Enginee
cc: File 7819B (350)
G Holdings, LLC

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All=
lbemarle
& ASSOCIATES, LTD.
Monteray Greens
EXPRESS Stormwater Management Narrative
prepared for the
FEB 07 2011 G. Holdings
PO Box 120, Kitty Hawk, NC, 27949
C ®ENR February 2, 2011
Existing Conditions: G. Holdings, LLC owns a 2.06-acre site in Corolla consisting
of 2 parcels located at this intersection of Ocean Trail and Malia Drive. The Natural
Resource Conservation Service Soil Survey for Currituck County has mapped the
soils on the portions of the site selected for development to consist primarily of
Corolla Fine Sand (CoB), Newhan-Corolla Complex (NhC), and Osier Fine Sand
(Os). Infiltration rates for these sandy soils typically exceed 20 inches per hour, with
the exception of Osier Fine Sand, which often contains a limiting layer on the surface
that is estimated to be between 6.0 — 20 inches per hour. The site varies in
elevation, with the majority of the area between 4.0 and 9.0 feet above mean sea
level (NAVD 1988). Observed water levels within the pond are ±1.5 msl. The
property is within a flood zone of "AE-5" and "X". The site contains native grasses,
scattered trees and a gravel parking area.
Proposed Development: Stormwater Management permit SW7091003 was issued on
10/22/2009 to I.G. Holdings, LLC for a similar but larger project on three parcels,
which includes the two within this application. The low -density permit included a
pocket of high density and provided infiltration basins for stormwater management of
those areas. The new proposal for a facility will include a 27-hole miniature golf
course and "spin zone", but will not include an arcade or go-cart track. Infrastructure
will also include a ticket booth, bathrooms, parking lot and walkways. Carolina Water
Service will supply the project with water and sewer service.
NCDENR Permitting Compliance: The site is being developed per the High
Density Stormwater Management Option, meeting the requirements for the 20
coastal counties. Three infiltration basins have been provided for the site to manage
runoff. A brief summary of these basins is as follows:
Infiltration Basin #1: Runoff from the much of the parking lot as well as portions of
the pavilion rooftop is directed to a flume located along the Malia Drive entrance. A
low -point (elevation = 8.90) is located at the flume. When the basin fills to the top of
basin elevation (9.00), runoff will by-pass the basin by remaining in the gutter until
overtopping the adjacent high point elevation of 9.0 (located on the east end of the
adjacent valley gutter). This excess runoff will then be directed to a vegetated filter /
overflow swale along the Malia Drive right-of-way for additional storage & filtration
before being entering the Malia Drive drainage system
Land Planning — Engineering — Surveying — Environmental — Construction Management
P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, North Carolina 27948
Phone: [phone] w .AlbemadeAssociates.com Fax: [phone]

Monteray Greens
Stormwater Management Narrative
February 2, 2011
Page 2 of 2
Infiltration Basin #2: Runoff from portions of the rooftop as well as the remaining
parking area will sheet flow across pavement and be directed into basin #2 (adjacent
to the NC-12 entrance driveway) via a flume. When the basin fills to the storage
elevation (9.0), runoff will overflow into a drain basin set adjacent to the contributing
flume. A pipe will then convey the runoff into a vegetated filter / overflow swale which
will discharge into the adjacent low areas within the NCDOT unimproved right-of-
way.
Miniature Goff Course Drainage: The miniature golf course is mounded in the center
and slopes gently to the perimeter. Due to the nature of the construction of a golf
course, most of the runoff sheet flows from narrow impervious surfaces (golf holes
and connecting pathways) and immediately infiltrates into adjacent sandy (highly
permeable) surfaces or into adjacent water features that maintain and slowly
evaporate the runoff. The surface area of the golf course is 36,368 sf, which
excludes a ten foot perimeter around the site that will be left as open and vegetated.
The holes and pathways account for 13,969 sf of coverage within the course, while
the water features account for 3,253 sf. The remaining 19,146 sf is landscaped,
pervious surfaces. When conservatively accounting for only 1/3 (6,387 sf) of the total
pervious surface as receiving runoff & providing infiltration, this area is capable of
infiltrating 21,290 cf of runoff in a two-hour period, or more than eleven times the
required 1,825 cf of runoff resulting from 1-1/2" of rainfall. Three basins have also
been provided along the perimeter of the basin to provide capture of any runoff that
may occur beyond the infiltrative abilities of the pervious surfaces. The perimeter
swale provides additional opportunity for infiltration of runoff.
Additionally, a combination of graded basins and swales along the southwest edge
of the course can intercept any runoff that may leave the course. This has been
designed to hold an additional 2,110 cf of runoff. In the unlikely event runoff would fill
this basin, the southern berm is designed to an elevation = 5.5, proving overflow into
an adjacent vegetated filter.

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CA2011N15400548
y.x SOSID: 0643033
Date Filed: 2/23/2010 9:52:00 AM
LIMITED LIABILITY COMPANY Elaine F. Marshall
' ANNUAL REPORT North Carolina Secretary of State
CA201005400548
NAMEOF LIMITED LIABILITY COMPANY: G. Holdings, L.L.C.
STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 0643033
lr
NATURE OF BUSINESS: —state Rentals
REGIS1 RF.D AGENT: Gn/asa, Israel
REGISTERED OFFICE MAILING ADDRESS: P.O. Box 110
Kitty Hawk, NC 27949
REGISTERED OFFICE STREET ADDRESS: 2219 S Croatan Highway
Nags Head, NC 27959 Dare County
SIGNATURE, OF TIM NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TELEPI LONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: P.O. Box 120
Kitty hawk, NC 27949
PRINCIPAL OFFICE STREET ADDRESS: 2229 S. Croatan Highway
Nags Head, NC 27959
MANAGERS/MEMBERS/ORGANIZERS:
Namelrae401asa
Title: Manager
Address:
P.O. Box 120
Kitty Hawk NC 27949
CI RTIFICA710N 01; ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
FORM MUST BE SIGNED BY A MANAGER/MEMBER DATE
: 5016,l C�r�(as9 ✓�l a4gge -
TYPEORPRINTNAME TYPE OR PRINT ITLE
ANNUAL. REPORT PEE: S200 MAIL TO: Secretary of Store • Coryom im Division • Post 011ice Box 29325 • Raleigjs, NC 77626-0525

BOOK 1128PAE0943S
Is illilligillill
Doc ID. 00221166000e TYPe. CAP
Mcorded: 07/16/2010 et 04:13:96 PM !�, n
Fee Net: µ,628.00 Page 1 of \UOtji
Exclee Tax: =6 00
Currltuck County, rt0
(�T 'l Charlene Y D0wdV Meglet,r of Deeds
A'
YRANSFER TAX bQo-/.' .-=p,o ex 1128 �943-946
DATEICGLLECTOR
Land Transfer No: Reco Time, Book and Page
Excise Tax: f800.00
1, ed Transfer Tax: $4,000.00
NORTH CAROLINA GENERAL WARRANTY DEED
Tax 1a Parcel Identifier No. 0116r000-003W-0000
Verified County on the _ dayof
by P
Mad ter rding m: ra LLP, 3120 N. Qoatan 1-fighhoray, Ste 101, Kill Devil Hills, NC 27948
Phis' rat vras d by. Vandevrnmr Bl ckLLP, a licensed North Carotins a n ry. Definquent axes, if any,to be paid byDaniel
D. Kho mg to the coumy, tax collector upon disbursement of closing proceeds.
Corolla Worship Center Assemblies of God Church
Brief Description r de' Tract of Land, Corolla, Qurituck County
THIS DEED made this 21it da , 201 .
G GRANTEE
Coralb Worship Gen to of the Auemblies o g;H: , L.L.0
Enter in
The desk Granmr and Grantee as used herein shall include said�urries, s1y�a , a� assigns, and shall include singular,
phrral, masculine, feminine or neuter as regsored bycomm \\)/
WITNESSETIJ that the Grantor, for a vahnblc eomideruion paid by the G , the byackw- a lb -A has and by
these presents does gram, bargain, sell and covey unto the Grantee in fee simple, that or of land situated in the Poplar
Branch Township, Village of Corolla, CmrrinsckCoumy, North Carohm and more follows:
That certain tract of lad beiog.92 Acres and ider adod as the Corolla Worship Ge arch as shown on the
urap or plat entitled "Boundary Survey Fos: G. Holdings, LLC "Assemblies of Go P B owmhip,
QuruuckCoumy, North Carolina"dated October 12, 2009, Prepared byAlbemak Lt d �.
Slide � of the Grmtuck G unryRgpwy North Carolina.

Exhibit A
BOOK 1128PAGE0944
North Carolina District Council of the Assemblies of God
Owdm Wy
spM1+�^Mm
C Fa., 919.963.8661.8661
Vandeventer Black L.L.P.
Southern Shores Law Bldg.
6 Juniper Trail
PO Box 2
.Kitty Hawk, NC 27949-"2
Amanda C. Booth
Ms.
/� Seamary-T,wwnr
Eawh ne9en®rca3
Fa.. 919.963.0335
November 2, 2009
VIA FACSIMILE 252.261.8444
Original to Follow
his to rtify that the Corolla Worship Center located at 8810 Ocean Trail, Corolla, North
Carotin , b an gust 20, 2002, with Rev. David Daniels, pastor.
The c rch, fr in ption, has been a District -affiliated church. This is substantiated by the
enclo co o Ne Churdms Opened form dated August 20, 2002. The church is officially
listed in the urch he Assemblies of God, Springfield, Missouri, as a District -
affiliated chur an reco the North Carolina District Council of the Assemblies of
God, Inc., Selma, o h Ca li , as Df riet Iliated church.
Rev. David Daniels is aut ' ed sin for 1, l he property. In view that the church Is
officially listed as a Distrkt-afflli 0hurchit gh a orthCarolina District Council of the
Assemblies of God, Inc., the reg the s of the sale shouldbemade
payable to the North Carolina Distrof the lie f God, Inc. We will then
disburse the money in accordance with r agree la Worship Center and Rev.
David Daniels.
Please let me know if additional information or
CK/st
Enclosure
Sincerely in Q
Charles Kelly
this
PO Oca A59 • 190 ComvPa,nd ►aad • S�km, NC 27576-0459
Phw 919.965.0225 • Fa 919.965.0335 • VM16, mo"q

BOOK 112 S PAGE 0 9 4 5 WHITE - General Councl copy
Bahibit B CANARY - Div. o1 Han, Ml ions Copy
NEW CHURCHES OPENED PINK - District Council Copy
District North Carolina
Name of Church Corolla Worship Center
Location Address of Church 810 Ocean Trail
(stbn)
Corolla NC 27927
(C ty) tstabl R4)
MdkVAddress,(Church 810 Ocean Trail
(�e
Corolla NC 27927
((ay) Isbbl Rn)
Section Atlantic County Currituck Tel. • 252-457-0088
EnAvorls: check ONE bon indicating the community In which the, church Is located.
CNroKn
If population is 50.000+ Is it:
v
(rthan,1.000)
❑ DT-downtown (in the central bmkleSS district)
sown ( 000-4.9 9)
❑ NS-neWrborlao0 (wMn city omit but not downtown)
(5,0069,(199)
❑ SU-suburban (in the as= county as a central city of
tm ndtr00.000 49.999)
50.000+ but not in the city f nits)
the or more) ot the congregation is (Arglo, HlspanlG Chinese. etc.):
Pastor
Certified No Credentials
Address of Pastor
Church Secretary may a
Ust Church as: General C,un Ri ad hated
Total Church Membership ran M. Attendance 35-40
This church was opened on Jul 7 2002
b)
This church was ne0pdrted on
to 1)
By whole kftt ve was tit, church started? Pastor avel
a dented by a Mother Church. give name and address of M Ww Church Ou r s shi
C^'!,Y
r
RnA W: rabnnn 1. till — e-.32-01i vJ ram Na 7V 010
Head

.:, ThKpmpceyhereinabovedescribedaaauquitedbyGansnr by in3munem eecotded in Buuk].II, Psge A:ant rc.ieirosded in Book 7Ll, Pnge
929, Cue ituci County Registry.
A map showing the above described propcny is tecotdcd in Flat Cabaret _ �— �Ild< ! O9 of the Gucituck County Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenance[ thereto belonging to the Grantee in fee
simple.
And the Grantor covenants with the G..=.that Grantee is seixcd of the pectruses in fee simple, has the,4,ht to convey de rime in fee sirnpk,
that tick is nurkeable and free and clear of all cncumbancea, and that Grantor will warrant and defend thr tide:gaitut the lawful claims ofall
pcesona whomsoever except for the exceptions lercinuftce stated.
Title to the property hereinabove described is subject ro the following exceptions:
Restrictive tavenans, reservations, restrictions, easements, right of way agreements and any ether restryttiom applicable thereto of
rotund in Cumtuck County Registry.
All zoning ordinances and other land eegulstions applicable thereto.
Ad Valorem atts subsequent to 2009.
IN WITNECq WHEREOF, the Grantor has hereunto set his land, or if corpomtcs has caused this us¢tment to be signed in its
corporate Tqr by is duly authari ed officers by authorise of its Board of Dhecton, pursuant to Edtilurs A and B cached, the day and
h'fATE OF
f, the
and
Notary Public
My mosmesioo
CBoyrol^
orsM'p t M E ofGoi
David
�
Daads, Putty
esaid, certify that David Daniels peaoaaRy came before me this day
A aa, ohh- of Go d, and that be as Pssn 4 being autbodxed m do so,
emldio ofGod. Wsmms my hand and official smog or sal, this the
t�

BOOK 110 5 PAGE U 1 S 4
ul00r �o�la�ru�l�mlaw
Tax fbllrirtoatcjt6l 7haf N0�aa^ uwt Tara
v""M
Doe 10:
Doe rd 0021905T000a Type: Cttp /
14,725.000 at t2:of 12 Pfl a�
Fee Sit: I;r1 T25.00 pope 1 of a
Fee
A[C Ihle DdfC a rf a
/ /LBy�r�:Certifxatpp
Exclae Tax: �2. a50.00
moues Jan. 0of the year following certification date.
Currituck County. W
Charlene y Dowdy Moister of Deeds
ex1105 Po164-166
TRANSFERTAXAMOUNT O.00Tr
DA77=LLECMR -
F coc 71a.c SZ450.00
Recording Tiny, Book and Page:
Tex lot No. Parcel Identifier No. Out of 116D-000-003C M
Verified by Comity on the
day of
by
Mail mg Crouse Gray, Jr, 3120 N. Croatan Highway, Suite 101, KM Devil Hills, NC 27948
Thu' was by. TtiCopl & Nub, L18
BriefDeseriptimi for Pared Z of Lot 3, Burk Island, T(mbuckII Phase
NORTH C O
WARRANTY DEED
This DEED, nude Ibis 16th day of Sep
2009 by and l,etweco
GRANTOR
GRANTEE
�C.
Back Island, Inc. G.
ill Settlers Lane P.
. Bo 120
Kitty Hawk, NC 27949
awk� 49
Enter m appropriate block for each patty rarer, address, and, if
limited liability company.
ty, gg,@po W=, a partnership or
1 \ / \��
The dedgostioa Grantor and Gaaaee as used herein dull inchide said parties, their
singular, phaal, ®scuba. feminine or printer u reipn ed by context
u
WT NESSMIL that Cmmor, fa a valuable consideration paid by Grantee, the receipt of all ofwhu
by these pests does gram, bargei4 sell and courvey unto the and Grantee in Joe simple, all that ec
Poplar Branch Township Otauduck County. North Carolina, Come particularly described u follows:
See Exbibit "A" attached
and shall include
The property hereinabove described was acquired by Grantor by instrument recorded in Deed Book
221, Page 477,.Cucrituck County Registry.
A map showing the above described property is recorded in Plat Cabinet . Slide
Currituck County Registry.
TO HAVE AND TO HOID the aforesaid lot or parcel of land and all privileges and appurtenances
thereto belonging to Grantee in fee simple.
And Grantor covenants with Grantee that Grantor is seized of the premises in fee simple, has the
Tight to convey the same in fee simple, that title is marketable and free and clear of all
and
din

BOOK 1 105 PAGE 0165
Exhibit "A"
All that certain lot or parcel of land situated in Poplar Branch Township, Currituck County,
North Carolina and more particularly described as follows:
BEGINNING at a point marked by a found right of way disk situated at the Northwestern comer
of the NCDOT Controlled Access Right of Way as described in Deed Book 376, Page 690,
Currituck County Registry, which found right of way disk is further situated North 340 20' 34"
West a distance of 944.28 feet from NGS Published Monument "Herbert" [(PID=DE6461) N
290,320.199 M, E 895,417.525 M, Combined Factor = 1.000048261; running thence from said
point of beginning South 36° 17' 22" West a distance of 219.37 feet to a found right of way disk,
cornering; running thence South 73° 34' 12" West a distance of 70.34 feet to a found right of
way disk, cornering; running thence along a curve having a Bearing of North 710 12' 09" West, a
Chord of 95.73 feet, a Radius of 931.47 feet and a Length of 95.77 feet to a found right of way
dis coming; nrnning thence North 310 07' 34" East a distance of 32.69 feet to a found iron rod,
co ; naming thence North 07° 55' 06" West a distance of 56.14 feet to a calculated point,
eying, running thence North 30° 49' 04" East a distance of 101 .58 feet to a calculated point,
corn g; mg thence North 100 16' 36" East a distance of 25.83 feet to a calculated point in
a d, corn namng thence Nonh 730 07' 50" East a distance of 203.54 feet to found iron
r , corn g; thence South 17° 00' 50" East a distance of 93.56 feet to a found right of
wa is be' a the POINT AND PLACE OF BEGINNING, containing 1.14 acres.
Being_le e lot I of land shown and delineated as "Parcel Z of Lot 3," on that certain
map or at en' in "Boundary Survey, Parcel Z of Lot 3, Buck Island — Timbuck II
Phase," b le Associates, Ltd. Dated September 11, 2009, reference to which is
hereby made f(b)a mo r
mplc d concise description of the land being herein described.
n

BOOK 110 5 PAGE 0166
encumbrances, and that Grantor will wan -ant and defend the title against the lawful claims of all
persons whomsoever except the following exceptions or objections to title:
Easements, restrictions and rights of way of record, if any.
IN WITNESS WHEREOF, Grantor has hereunto set his hand and seal, or if corporate, has caused
this instrument to be signed in its corporate frame by its President by authority of its Board of
Directors, the day and year first above written.
Buck Isl d, Inc.
By: (SEAL)
rge A. om President
.CJ. 1V,0Cz> , Notary Public certify that George A. Thomton, III
are me this day and acknowledged that he is President of Buck Island, Inc., a
he as President, being authorized to do so, executed the foregoing on behalf
W itnes��s Iti//y rr d o rciat stamp or seal, this ,"3'day of Q�VAZ;I : , 20�
dt —
NotaryPubl' Dlam D. Ward
/AYE Notary Publlc
(Type or print name) Data 0 M 1(W� f d.C-
My commission expires: �'Z / O
UrQ)r-�O

>
lbemarle
& ASSOCIATES, LTD.
Monteray Greens
Soils Narrative
prepared for the
G. Holdings, LLC
December 21, 2010
Existing Conditions: I.G. Holdings, LLC intends to construct a new recreational park to
include a 36-hole miniature golf course and spin zone and arcade on two parcels in Corolla.
The total site area is approximately 2.06-acres. The site includes 2 of the 3 parcels included
within the previously approved "Corolla Fun Park" (SW7091003, issued 10/22/2009). The
"Corolla Fun Park" was a low density permit that included a pocket of high density. The third
parcel was not obtained and the project was not constructed. This soils report includes
information from the previously approved project.
The Natural Resource Conservation Service Soil Survey for Currituck County has mapped
the soils on the portions of the site selected for development to consist primarily of Corolla
Fine Sand (CoB), Newhan-Corolla Complex (NhC), and Osier Fine Sand (Os). Infiltration
rates for these sandy soils typically exceed 20 inches per hour, with the exception of Osier
Fine Sand, which often contains a limiting layer on the surface that is estimated to be
between 6.0 — 20 inches per hour. The site varies in elevation, with the majority of the area
between 4.0 and 9.0 feet above mean sea level (NAVD 1988). An existing non -jurisdictional
manmade pond (t 4.68-acre) is located adjacent to the site and observed water levels within
the pond are t1.5' msl. The property is within a flood zone of "AE-5" and "X". The site
contains native grasses, scattered trees and a gravel parking area.
Soils investigations were performed by Albemarle & Associates. These borings were
performed using a hand auger to a depth or four to five feet below the existing surface. The
borings confirmed that the soils matched the Soil Conservation Service description for the
soil types noted above. Seasonal high water table appears to vary with proximity to the pond
as expected. The maximum ESHWT in the vicinity of the infiltration basin is 4.3' above msl,
with lower ESHWT elevations anticipated closer to the pond. The results of these borings
are attached to this report.
Infiltration Basin
A series of infiltration basins have been chosen for this site due to the excellent suitability of
the soils, available space and contributing drainage area. In order to meet a two -foot
separation to the ESHWT, the bottom of the basins serving the parking lot and buildings are
being limited to 6.5' above MSL. A series of smaller basins have also been provided to
accommodate runoff from the golf course, although it is anticipated that this runoff will
infiltrate directly into the pervious areas immediately adjacent to the walkways and golf
course. The basins are closer to the pond were the water table is lower due to the low pond
levels. The minimum basin elevation in this area is set at 4.5, allowing 2'seperation from a
ESHWT of 2.5 previously determined in the low areas adjacent to the pond.
Land Planning — Engineering — Surveying — Environmental — Construction Management
P.O. Box 3989, 115 W Saint Clair St., Kill Devil Hills, North Carolina 27948
Phone: [phone] w ..AlbemarleAssociates.com Fax: [phone]

07819B - Monteray Greens
Soil Boring Log
Soil Boring
Depth
B-1
B-2
B-3
B-4
0" to 6"
coarse tan sand
coarsebrown
rootmat
coarse tan sand
6" to 12"
coarse tan sand
coarse brown
coarse It. brown
coarse tan sand
sand
sand
12" to 18"
coarse tan sand
coarse brown
coarse It brown
arse tan sand
sand
sand
coarse brown
coarse It. brown
coarse tan sand
18" to 24"
coarse tan sand
sand
sand (tare
w/ trace organics
mottling)
brown
coarse It. brown
coarse tan sand
24" to 30"
coarse tan sand
sand
sand (some
w/ trace organics
o anics
coarse tan sand
coarse brown
coarse It. brown
coarse tan sand
30" to 36"
w/ trace mottling
sand
sand (moist)
w/ trace organics
coarse brown
coarse grey
coarse tan sand
36" to 42"
coarse tan sand
sand
(saturated)
(moist)
coarse brown
coarse tan sand
42" to 48"
coarse tan sand
sand
(saturated)
coarse tan sand
coarse brown
48" to 54"
(moist)
sand (moist)
coarse tan sand
coarse brown
54" to 60"
(saturated)
sand (saturated)
Soil Type
Date of Boring
9/23/09
9123/09
923/09
9/23109
Ex. Ground
Elevation (ft.
9.0
8.8
4.5
7.8
above MSL)
Depth to
54
54
24
42
ESHWT (in)
ESHWT
4.5
4.3
2.5
4.3
Elevation
Depth to Water
54
54
36
42
(in)
Wate
Lablevation
4.5
4.3
1.5
4.3
Prepared by Albemarle and Associates, Ltd.

Soil Map--Curntuck County, North Carolina
(Monterey Greens)
a
36' 19 47
36-19 37'
i{
Y'4a
MA,
A (
{
5�r. �':`5k x4gl'TCR-
jE j
g
V
{ 1 Y L
;h
b NapSale1:1,020 E"W on A c¢e(a6'*,1ff) steed
ry mMeta s
r /, 0 5 10 20 - 30
0°"
N o as 70 ,w 210
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
3C 19 44'
12/202010
Page 1 of 3
36' 19 3l

1
MAP LEGEND
Ares of Interest (AOQ
Q
Area or Imerst (AOQ
Solis
Q
Soil Map Units
Special
Point Features
W
Blowout
®
Borrow Pa
X
Clay Spot
♦
Closed Depression
�(
Gravel Ph
,-
Gravelly Spot
40
Landfill
Lava Flow
Marsh or swamp
4t
Mine or Quarry
O
Miscellaneous Water
p
Perennial Water
Rock Outcrop
}
Saline Spot
Sandy Spot
_
Severely Eroded Spot
Sinkhole
;y
Slide or Sllp
9
Sodlc Spot
m
Spoil Am
0
Stony Spot
Soil Map—Currituck County, North Carolina
(Monterey Omens)
MAP INFORMATION
Very Stony Spot
Map Scale: 1:1,020 If printed on A size (8.5" • 11") sheet.
y
Wet Spot
The soft surveys that comprise your AOI were mapped at 1:20,000.
Other
Please rely on the bar scale on each map sheet for accurate map
Special
Line Features
measurements.
Gully
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: hftp:/Avebsolisurvey.nres.usds.gov
Short Steep Slope
Coordinate System: UTM Zone 18N NA083
Other
This product is generated from the USDA-NRCS certified data as of
Political Features
the version date(s) listed below.
Cities
Soil Survey Area: Currituck County, North Carolina
Water Feetum
Survey Area Data: Vemlon 11, Sep 26, 2008
Omens
Date(s) aerial Images were photographed: 8/24/2006
,,.,..
Streams and Canals
The orthophoto or other base map on which the soil lines were
Transportation
compiled and digitized probably differs from the background
Imagery displayed on these maps. As a result, some minor shifting
Rally
of map unit boundaries may be evident.
N
Interstate Highways
US Routes
Major Roads
N
Local Roads
Nature[ Resources
Conservation Servfce
Web Solt Survey
National Cooperative Soil Survey
12/20/2010
Page 2 of 3

Soil Map-Cunituck County, North Carolina
Monterey Greens
Map Unit Legend
Currttuck County: Nordi.Carolina (NC053)
Map Unit Symb'oi,
Map Unit Name
Acres In AOI
Percent of AOI
COB
Corolla fine sand, 0 to 6 percent slopes
1.5
64.1 %
NhC
Newhan-Corolla complex, 0 to 10
percent slopes
0.3
10.8%
Os
Osier fine sand
0.6
26.0%
Totals for Area of Interest
2.3
100.0X
USDA Natural Resources Web Soil Survey 12/202010
e Conservation Service National Cooperative Soil Survey Page 3 of 3

m rl Ibe a e
& ASSOCIATES, LTD.
February 17, 2011
NCDENR - Division of Water Quality
943 Washington Square Mall
Washington, NC, 27889
ATTN: Ms. Samir Dumpor
RE: Stormwater Permit Submittal — Express Review Program
Monteray Greens, Currituck County, North Carolina
Dear Samir:
FEO G 2 2011
Please find 2 copies of C202 (revised 2/17/11) pertaining to the above noted project.
Per your request, the drawings have revised the noted to read that no wetlands will be
disturbed by this project. Thank -you for assisting us with this endeavor. If you have any
questions pertaining to this submittal, please do not hesitate to contact me.
Sincerely,
rz,
Michael
Enginee.
cc: File 7819B (350)
G Holdings, LLC
Land Planning — Engineering — Surveying — Environmental — Construction Management
P.O. Box 3989, 115 W. Saint Clair St., IGII Devil Hills, North Carolina 27948
Phone: [phone] w .AlbemadeAssociates.com Fax: [phone]

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
October 22, 2009
Mr. Israel Golasa
I.G. Holdings, LLC
2229 S. Croatan Highway
Nags Head, INC 27959
Subject:
Dear Mr. Golasa:
�/5 )rFR111T m6P-Pre-P 2 -2/-zoq
Stormwater Permit No. SW7091003
Corolla Fun Park
Overall Low Density Commercial Development
with an Area of High Density
Currituck County
The Washington Regional Office received a complete Stormwater Management Permit
Application for Corolla Fun Park project on October 12, 2009. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW7091003, dated October 22, 2009, for the construction of the subject
project.
This permit shall be effective from the date of issuance until October 22, 2019, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements In this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150E of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Samir Dumpor, or me at [phone].
S'ncerel ,
Al Hod
Regional Supervisor
Surface Water Protection Section
AH/sd: S:\WQS\STORMWATER\PERMIT\SW7091003
cc: Michael Morway, Albemarle & Associates, Ltd.
Currituck County Inspections
-,Mashington Regional Office
Central Files
North Carolina Division or Water Quality Internet: www.ncwmcrquahtv.org
943 Washington Square Mall Phone: [phone]
One
Washington, NC 27889 PAX 252-946-9215
North Carolina
An Equal Opportunity/A(finnalive Action Employer -50%Recycled110% Post Consumer Paper
;Vatura1&

0
State Stormwater Management Systems
Permit No. SW7091003
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
OVERALL LOW DENSITY COMMERCIAL DEVELOPMENT
WITH AN AREA OF HIGH DENSITY
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
Corolla Fun Park
Currituck County
FOR THE
construction, operation and maintenance of an overall low density commercial
development with an infiltration basin in compliance with the provisions of Session Law
2008-211 and 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until October 22, 2019 and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. The built -upon area percentage for the low density portion of this project must be
maintained at 24% per the requirements of Session Law 2008-211 and 15A
NCAC 2H .1000. This project is permitted for a maximum of 80,038 square feet
of BUA (for both Low Density and High Density portion of this project).
The stormwater systems proposed to treat the runoff generated by the
designated high density areas have been approved for the management of
stormwater runoff as described in Section 1.6 on page 3 of this permit.
4. This project will maintain a minimum 50 foot wide vegetated buffer between all
impervious areas and surface waters.
Within the low density portions of the permitted project, the only runoff
conveyance systems allowed will be vegetated conveyances such as swales with
minimum side slopes of 3:1 (H:V) as defined in the stormwater rules and as
shown on the approved plan.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW7091003
6. The following design elements have been permitted for the infiltration basin
stormwater facility, and must be provided in the system at all times.
a.
Drainage Area, ft2:
45,514
b.
Total Impervious Surfaces, ft2:
33,784
C.
Design Storm, inches:
1.5
d.
Basin Depth, feet:
1.00
e.
Bottom Elevation, FMS.�:
6.30
f.
Bottom Surface Area, ft :
3,568
g.
Bypass Weir Elevation, FMSI�:
7.30
h.
Permitted Storage Volume, ft :
4,109
i.
Type of Soil:
Corolla Fine sand (CoB)
j.
Expected Infiltration Rate, in/hr:
15.0
k.
Seasonal High Water Table, FMSL:
4.30
I.
Time to Draw Down, days:
. 0.1
M.
Receiving Stream/River Basin:Currituck Sound/Pasquotank River basin
n.
Stream Index Number:
30-1
o.
Classification of Water Body:
"SC"
II. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot does not exceed the maximum allowed by this permit.
3. 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.
4. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
5. The runoff from all built -upon area within the drainage area of the high density
portion of the project, must be directed into the permitted stormwater control
system.
6. Within the low density portions of the permitted project, all roof drains shall
terminate at least 50 feet from the mean high water mark of surface waters.
The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
Page 3 of 8

State Stormwater Management Systems
Permit No. SW7091003
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
8. The Director may determine that other revisions to the project should require a
modification to the permit.
9. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
must be recorded showing all such required easements, in accordance with the
approved plans.
10. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
11. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
12. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
13. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
14. This permit shall become void unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and
other supporting data.
15. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation 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 structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
16. Records of maintenance activities must be kept by the permittee. The records will
indicate the date, activity, name of person performing the work and what actions
were taken.
17. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance and inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW7091003
18. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
19. Prior to the subdivision and/or sale of this project, in whole or in part, the
following deed restrictions must be recorded with the Office of the Register of
Deeds:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7091003, as issued by
the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. This project is permitted for a maximum of 80,038 square feet of built -
upon area. Construction of additional built -upon area in excess of this
amount will require a permit modification.
g. This project may not be sold or subdivided, in whole or in part, without first
receiving a permit modification from the Division.
h. Construction of additional impervious areas such that low -density
requirements are no longer met will require a permit modification prior to
construction. An engineered system will be required to collect and treat
the runoff from all built -upon area associated with the project, including
that area permitted under the low density option.
i. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with this development, except for average driveway crossings,
is strictly prohibited by any persons.
j. The built -upon areas shall be located a minimum of 50 feet landward of all
perennial and intermittent surface waters.
20. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a completed
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality, signed by the parties involved, along with the applicable documents as
listed on page 2 of the form. The project must be in good standing with DWQ.
The approval of this request will be considered on its merits and may or may not
be approved.
The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW7091003
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. 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.
5. 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.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes within 30 days.
10. A.copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
11. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 21-1.1000, and NCGS 143-215.1 et.al.
12. This permit shall be effective from the date of issuance until October 22, 2019.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 22nd day of October, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7091003
Page 6 of 8

State Stormwater Management Systems
Permit No. SW7091003
t
Corolla Fun Park Page 1 of 2
Stormwater Permit No. SW7091003
Currituck County
Designer's Certification
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW7091003
Certification Requirements:
Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The bypass structure elevations are per the approved plan.
6. Trash rack is provided on the bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
10. The permitted amounts of volume have been provided.
11. All required design depths are provided.
12. All required parts of the system are provided.
13. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Currituck County Building Inspections
Page 8 of 8

to
DWQ USE ONLY
Date Received
Fee Paid G6r_ly 11
Permit Number
3aoo owF' tl.cou
W 091oa3
Applicable Rules: oastal SW -1995 Coastal SW - 2008 ❑ Ph II - Post Construction
(select all tha(VlV 2fj tpn-Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
�] ther WQ Mgmt Plan:
NC ®ENR State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
2. Location of Project (street address):
810 Ocean Trail
City:Corotla County:Currituck Zip:27927
3. Directions to project (from nearest major intersection):
From the intersection of NC-12 and US158, proceed north along NC-12 to Corolla. From the signalized
intersection with Albecore Street, continue north 600 feet and turn left onto Malia Drive. The site is
4. Latitude:36° 19' 42" N Longitude:75° 49' 06" W of the main entrance to the project.
H. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
®Low Density ❑High Density ❑Drains to an Offsite Stormwater System []Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control:
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
ac of Disturbed Area
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit
I'onn SWU-101 Version 07July2009 Page I of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:I.G. Holdings
Signing Official&Title:IsrealGolasa cj
b.Contact information for person listed in item la above:
Street Address:2229 S. Croatan Highway
City:Nags Head State:NC Zip:27959
Mailing Address (if applicable)YO Box 120
City:Mtty Hawk State:NC Zip:27949
Phone: (252 ) 480-0009 Fax: (252 ) 480-0889
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
® Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/OrganizatioruBuck Island Inc
Signing Official & Title:George Thornton- President
b.Contact information for person listed in item 2a above:
Street Address:1I I Settlers Lane
City:Duck State:NC Zip:27949
Mailing Address (if applicable):111 Settlers Lane
Phone: (252 ) 261-3060
Email:
State:nc Zip:27949
Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project
Other Contact Person/Organization:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State:
Form SWU-101 Version 07Ju1}2009 Page 2 of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:LG. Holdings
Signing Official &
b.Contact information for person listed in item la above:
Street Address:2229 S. Croatan Highway
City:Nags Head State:NC Zip:27959
Mailing Address (ifapplicable):PO Box 120
City:Kitty Hawk State:NC Zip27949
Phone: (252 ) 480-0009
Email:
Fax: (252 ) 480-0889
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
® Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/OrganizatiotuCorolla Worship Center
Signing Official & Title:David Daniels - Pastor
b.Contact information for person listed in item 2a above:
Street Address:PO Box 668
City:Nags Head State:NC Zip:27959
Mailing Address (if applicable):PO Box 668
City:Nags Head State:nc Zip:27959
Phone: (252 ) 457-0088 Fax:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project
Other Contact
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State:
Form SWU-101 Version 07Jul 2009 Page 2 of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:) G Holdings
Signing Official & Title:Isreal Golasa
b.Contact information for person listed in item la above:
Street Address:2229 S. Croatan Highway
City:Nags Head State:NC Zip:27959
Mailing Address (ifapplicable):PO Box 120
City:Kitty Hawk State:NC Zip27949
Phone: (252 ) 480-0009 Fax: (252 ) 480-0889
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
® Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:Monteray Shores Inc -
Signing Official & Titie:Robert R. DeGabrielle - President
b. Contact information for person listed in item 2a above:
Street Address:824 Malia Drive
City:Corolla State:NC Zip27927
Mailing Address (if applicable):824 Malia Drive
City:Corolla State:nc Zip27927
Phone: (252 ) 453-9222 Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Form SWU-101 Version 071uly2009 Page 2 of 7

Phone: ( I Fax:
4. Local jurisdiction for building permits:
Point of Contact
IV. PROJECT INFORMATION
Phone #:
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Runoff from will be collected via open swales and directed toward adjacent open space or existing ponds.
Runoff from a pocket of high denser will be collected and conveyed to an infiltration basin.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.Identify the regulation(s) the roject has been designed in accordance with:
® Coastal SW -1995 ] Ph II - Post Construction
3. Stormwater runoff from this project drains to the Pasquotank River basin.
4. Total Property Area: 38.253 acres 5. Total Coastal Wetlands Area: 8.073 acres
6. Total Surface Water Area: 4.68 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:25.500 acres
Total project area shall be calculated to exclude the followin : the normal yool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Higgh� Water (NH W) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 7.2 %
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Form SWU-101 Version 07July2009 Page 3 of 7

Basin Information
Draina a Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
Receiving Stream Name
Currituck Sound
Currituck Sound
Stream Class *
SC
SC
Stream Index Number *
30-1
30-1
Total Drainage Area (so
1,052,265
45,514 ✓
On -site Drainage Area (so
1,052,265
45,514
Off -site Drainage Area (sf)
1 0
0
Proposed Impervious Area** (so
45,570
33,784
% Impervious Area total
4.2%
74.2%
Impervious— Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
5181 v/
1,723
On -site Streets (so
19,313 ✓
On -site Parking (so
29,890 ✓
On -site Sidewalks (so
7,939 V
2,153
Other on -site (so
13,839
Future (so
Off -site (so
Existing BUAI (so
Total (so:
46,272 V
33,766
* Stream Class and Index Number can be determined at: http://h2o.enr.state.nc.us/bims/reports/reportsWB.html
*" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
»** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. AutoCAD
Projects in Union County: Contact DWQ Central ice staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project The latest versions of the forms can be downloaded
fromhttp://h2o.enr.state.nc.us/su/bmp forms.htm.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from httu://h2o.enr.state.nc.us/su/bmp forms.htm. The complete application
package should be submitted to the appropriate DWQ Office. (The appropriate office may be found by locating
project on the interactive online map athyp://h2o.enr.stabe.nc.us/su/msi maps.htm.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from h!W://h2o.enrstate.nc.us/su/bmp forms.htm.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. �-
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants N j
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M �S
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to t �175\�
hqp://www.envhelp.org/pam/onestopexpress.htnil for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
Form SWU-101 Version 07July2009 Page 4 of 7

5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
11S tj
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
M$t�
receiving stream drains to class SA waters within Yh mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations.
VAS
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
Y�Z r1
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
MS»
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWl prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No: 1 T r\
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC f^3 C
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hU://www.secre!kr,y.state.nc.us/CoM2rations/`CSearch.Mpx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://h2o.enr.state.nc.us/su/bml2 forms.htmltdeed restrictions. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
Form SWU-101 Version 07July2009 Page 5 of 7

VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Michael 1. Morway, PE
Consulting Firm: Albemarle & Associates Ltd.
Mailing Address:PO Box 3989
City:Kill Devil Hills State:NC Zip:27948
Phone: (252 ) 411-2113
Email:[e-mail]
Fax: (252 ) 441-0965
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) „rrr¢ A-rklorn -6 n certify that I
own the property identified in this permit application, and thus give p rmission to (print or type name of person
listed in Contact Information, item la) Ls4eAL GoL jsA with (print or type name of organization listed in
Contact Information, itern 1 h) T .G. Ian Ls> ti65 to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days, otherwise I will be operating a stormwater treatment
facility without a valid permit. I understan t the operation of a stormwater treatment facility without a valid
permit is a violation C General Statue Xkt�-215Jancl may result in appropriate enforcement action including
the assessment of ciyYpnalfip of up�dX?5,'0001kr day, pursuant to NCGS 143-215.6.
^I
a Notary Public for the State of YertYs (YuT I`rio , County of
do here y certify ertify that Qvr ae A n personally appeared
before me this Z>'Olfay of C+mdew- 'CA204 , a ackno ledge the due execution'
xecutio of the application for
a stormwater permit. Witness my hand and official seal,
PATRICIA M. GRAY
NOTARY PUBLIC
DARE COUNTY, NC
TEAL
My commission expires / -Z7z
Form SWU-101 Version 07July2009 Page 6 of 7

VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Michael 1. Morway, PE
Consulting Firm: Albemarle & Associates, Ltd.
Mailing Address:PO Box 3989
City:Kill Devil Hills State:NC Zip:27948
Phone: (252 ) 411-2113
Email:[e-mail]
Fax: (252 ) 441-0965
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , I XLu :off certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) iSeeAL &aLw.A with (print or type name of organization listed in
Contact Information, item 1b) Z .&, 11ou'-)IN6S to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties ofkip to $25,000 per day, pursuant to NCGS 143-215.6.
I. •
I, 4*L e: Q., a Notary Public for the State of e4rm (Lreb ✓ a" County of
�e, doherebycertify that personally appeared
before me this -�ay of N b21r .bog mowledge the due executio f the application for
a stormwater permit. Witness my hand and official seal ink i1, —
PAR IA M. GRAY
NOTARY PUBLIC
DARE COUNTY, NC'
SEAL
My commission expires '/— /Y — o7J //
J
Form SWU-101 Version 07July2009 Page 6 of 7

VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Michael i. Morway, PE
Consulting Firm: Albemarle & Associates, Ltd.
Mailing Address:PO Box 3989
City:Kill Devil Hills
Phone: [phone]
Email:[e-mail]
State:NC Zip:27948
Fax: [phone]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) K . �J#;ify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) TS4E L Gvtns a with (print or type name of organization listed in
Contact Information, item 1b) T .G. to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties ofiup to $25,000 per day, pursuant to NCGS 143-215.6.
Date: /C -1-0
I rC a �4 VVl. a (/ a Notary Public for
rthe State of n,ti}l p n [ n . Countyof
�S ALre t� do he eby certify that T �1 1 bt ghr' e �c personally appeared
before me this J day of C L-4o b-e - J069 nd ac owledge the due ex rtion of the application for
a stormwater permit Witness my hand and official sea ,
PATRICIA M. GRAY
NOTARY PUBLIC
DARE COUNTY, NC
SEAL
My commission expires %- /7-Ao /
Form SWU-101 Version 07July2009 Page 6 of

X. APPLICANT'S CERTIFICATION
• I, (print or type name of person listed in Contact Information, item 2) t%LGLid!"
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000, SL 2006-246 (Ph.11- Post Construction) or SL 2008-211.
Signature:
1(��% c1 , i�� '/Date: lq- 30 — o g
I, �� 'tY,C%o, gr—a,./ . a Notary Public for the State of �erps
j ( oAm Lna . Countyof
do hereby certify that personally appeared
before me thisiay of --50" JDQ�, a ge the due execution of the application for
a stormwater permit. Witness my hand and official sea],�wled�
PATRICIA M. GRAY
NOTARY PUBLIC
DARE COUNTY, NC
SEAL
My commission expires q /Y'- o?ya
Form SWU-101 Version 07July2009
Page 7 of 7

Permit No.
(to be provided by DWQ)
EXPRESS
TORMWATER MANAGEMENT PERMIT APPLICATION FORM
2FWAT�g
y QUIQT
OC T, 1 2 2007
°
NC ENR
401 CERTIFICATION APPLICATION FORM
ems.
NC DENR INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project Name
Corolla Fun Park
Contact Person
Michael J. Mornay, PE
Phone Number
252-441-2113
Date
92412009
-.
Drainage Area Number
2 ,
II. DESIGN INFORMATION
Site Characteristics
Drainage area
45,514.00
fe
Impervious area
33,784.00
ftz 2 �/
Percent impervious
0.74
°1
Design rainfall depth
1.50
in 1/'
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr discharge
Post -development 1-yr, 24-hr discharge
Pre/Pest 1-yr, 24-hr peak flow control
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
3.20
in
0.13
inthr
0.03
ft'isf
0.11
N'is(
0.08
h3/sr
4,085.00 ft3
4,109.00 its
ft3
ff3
ff3
it
ft3
CoB
15.00 inmr
4.30 fmsl
0.10 days
4.UU
:1
6.30
fmsl
7.30
fmsl
4,650.00
ff
7.30
fmsl
90.00 If
vareis it
3,568.00 ftz
OK for non -SA waters
OK
OK
OK
Form SW401-Infiltration Basin-Rev.4 Pans 1. & II. Design Summary, Page 1 of 2

T
Permit
(to be pmvided byOWQ)
Additional Inforrim ion
Maximum runoff to each inlet to the basin?
1.13
ac-in
OK
Length of vegetative filter for overflow
>30 -
ft
OK
Distance to structure
120.00
ft
OK
Distance from surface waters
160.00
ft
OK
Distance from water supply well(s)
>50
ft
OK
Separation from impervious soil layer
na
ft
OK
Naturally occurring soil above shwt
2.00
ft
OK
Bottom covered with 4-in of dean sand?
y
(Y or N)
OK
Proposed drainage easement provided?
na
_ (Y or N)
OK
Capures all runoff at ultimate build -out?
y
(Y or N)
OK
Bypass provided for larger storms?
y
(Y or N)
OK
Pretreatment device provided
y
Forth SW401-Infimraf on BasiMtev.4 Parts I. & II. Design Summary, Page 2 of 2

EXPRESS
OCT 12 2009
Permit No.
(to be provided by D WQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
✓�' C-3c\_ 1. Plans (1' - 59 or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public fight of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
3 r \ 2. Partial plan (1' = 30' or larger) and details for the infiltration basin showing:
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
v�
�
3. Section view of the infiltration basin (1' = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
�St1
7%JC l(c9
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
Gill
C- 2-0
6. A construction sequence that shows how the infitiration basin will be protected from sediment unfit the
entire drainage area is stabilized.
M- Ti h1C� 7. The supporting calculations.
h�rc 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
i� n1 9. A copy of the deed restrictions (if required).
Form SW401-Infinration Basin-Rev.4 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

0
EXPRESS
OCT 122009 OWNER VERIFICATION AFFADAVIT
NP MENTf TAKE ACTION REQUESTINGHO IS COMMISSIONERS ON A PARTICULAR PIECE OF PROPERTY IS NOT
THE OWNER OF THE PROPERTY, THEN THE ACTUAL OWNER OF THE LAND
MUST COMPLETE THIS FORM.
I am the owner of the property located at 610
hereby authorize (t_6cmark :� Asp is cs 1 11-1) to appear
with my consent before the Currituck County Board of Commissioners/Board of
Adjustment in order to ask for a Special/Conditional Use Permit to SJVJA sh a:10
pyA Ao0r PccreL4iw4l l)-sr-- at this location.
understand that the Special/Conditional Use Permit, if granted, is permanent and runs
with the land. I authorize you to advertise and present this matter in my name as the
owner of the property.
1 hereby authorize county officials to enter my property for purposes of determining
zoning compliance. All information submitted and required as part of this approval
process shall become public records.
r
Property C"ner —
NOTARY STATEMENT
North Carolina
County
a Notary Public for said County and State, do hereby
certify that il-.' . i- Teas personally appeared before me this day and
acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal,
fcNTP
pAICIA M-GRAY
PUBLIC
DARE COUNTY, NC
this the day otF , 20jDJ.
�NotaPublic
My commission expires
CUP/SUP Application Page 3
12108

OWNER VERIFICATION AFFADAVIT
IF THE PERSON WHO IS REQUESTING THE BOARD OF COMMISSIONERS /BOARD
OF ADJUSTMENT TAKE ACTION ON A PARTICULAR PIECE OF PROPERTY IS NOT
THE OWNER OF THE PROPERTY, THEN THE ACTUAL OWNER OF THE LAND
MUST COMPLETE THIS FORM.
am the owner of the property located at 824 tAO- i 0. Dn y C Anr0 (la , N C,
I hereby authorize klye yle, 4 ksor-i&'V—S , C1-b to appear
with my consent before the Currituck County Board of Commissioners/Board of
Adjustment in order to ask for a Special/Conditional Use Permit to --U Wol i sh CvYI
aj,M00Y PIti R j o (Val ose2 at this location.
I understand that the Special/Conditional Use Permit, if granted, is permanent and runs
with the land. I authorize you to advertise and present this matter in my name as the
owner of the property.
I hereby authorize county officials to enter my property for purposes of determining
zoning compliance. All information submitted and required as part of this approval
process shall become public records.
le
Property Owne
NOTARY STATEMENT
North Carolina
a)zfc County
I��r, r ,rt CY1 • r a Notary Public for said County and State, do hereby
certify that J� }����4 ,mot\� personally appeared before me this day and
acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal,
PATRICIA M. GRAY
(Offici3l SelgbTARY PUBLIC
DARE COUNTY, NC j
this the Jlolfiay of y 20�0q.
C-1: - r�- -121, 9 /
Notary Public
My commission expires �. lu \`� A011
CUPMP Application Page 3
12M

OWNER VERIFICATION AFFADAVIT
IF THE PERSON WHO IS REQUESTING THE BOARD OF COMMISSIONERS [BOARD
OF ADJUSTMENT TAKE ACTION ON A PARTICULAR PIECE OF PROPERTY IS NOT
THE OWNER OF THE PROPERTY, THEN THE ACTUAL OWNER OF THE LAND
MUST COMPLETE THIS FORM.
l am ti:e ^vt'lner of the proper,` located a: S-cT
"
i herebv a.. -home L �inr' E/ � ' fv� - i 5 id appear
\Vtth ^�� COf1S8nt before T.he C',,, ituck Coun 1 Board of CornmisSIOner S[BOaro Or
P rmtt �i JSG'
f�n.� P 1 �
i}jC-'
P.diustrnent in otter to ask far z Sa�ciaf,t,t,:.d :al Use
at t;,is location.
;Co ditti Use P nt=^ is enr Went and runs
l w...crSta nd FP.a' file S. ^!alf" n.f(ti0nal .. � T:it, ? �fa ..t., !�
..:ih the land. I'autil-,nze YOU to _dvemse and pres ent Sh1S matter matter
in :::V nai;:- as the
O\':net of t"e }^,roDeml.
I hei by auftnze �ocunty oAicials t0 enicr PM e-v iCr puiPOSeS Oi _e wry Tyt%in0
Z0n:.' .,,^..ilDlianCe. All information Su'CmiC;edf and required as part of .his approval
prc,.ess shall becoin Rubiic records.
Ptope-6,0vrner
NOTARY STATEMENT
No h Carolina
County
1 , a Notary Pi:blic for Said County and State. do nerebv
certify that personally appeared before me this day and
acknowledged the due execution of the foregoing instrument.
VOrness my hand and o� lcial seal, this the _,jay of , 20—
(Of5cial Seal)
Notar; Public
Mly commission expires

For DENR Use ONLY
Reviewer: P1 Lb\'wA
Q�^ North Carolina Department of Environment and ,
A Natural Resources Submit
NCDENR Request for Express Permit Review Time'
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828.196-4698;alison.davidsonGilncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(&_ncdenr.gov
• Mooresville & -Patrick Grogan 704.663-3772 or patrick.grogan(Tgncdencgov
• Washington Region -Lyn Hardison 252.946-9215 or lyn.hardison(g�ncdenr.gov
• Wilmington Region -Janet Russell 910-350-2004 or janet.russell(7g ncdenr.gov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Permits of request
SW
SW
SW
SW
SW
Project Name: COROLLA FUN PARK County: CURRITUCK
Applicant: (G.HOLDINGS Company: I.G. HOLDINGS
Address: 2229 S. CROATAN HIGHWAY City: NAGS HEAD, State: NC Zip: 27959
Phone: [phone], Fax: [phone], Email:
Physical Location:NORTH ON NC 12 TO COROLLA, FROM ITS INTERSECTION WITH ALBECORE STREET APPROX. 600 FEET TURN LEFT ONTO MALIA DRIVE,
SITE IS ON TEHLEFT,
Project Drains into CURRITUCK SOUND waters — Water classification SC (for classification see-http://h2o.enr,state.nc.us/bims/reports/reportsWB.htmi)
Project Located in PASUOTANK River Basin. Is project draining to class ORW waters? N , within''/z mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant: MIKE MORWAY Company: ALBEMARLE & ASSOCIATES Address: PO BOX 3989 City: KILL DEVIL HILLS, State: NC Zip: 27948-_ ��/ PRESS
Phone: [phone], Fax: [phone], Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY OCT 122009
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR. ❑ OTHER: _ NC DENR
SECTION TWO: CHECK ONLY THE PROGRAM IS) 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 Welland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bl 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 1 #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 3_3 acres to be disturbed.(CK #rPq2J l(for DENR use)) 3 ait c)
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
Received from US ACOE ❑ Yes ❑ No
For DUNK use
Fee Split for multi le ermits: Check #
Buffer Impacts: ❑ No ❑ YES: —acre(s)
Isolated wetland on Property ❑ Yes ❑ No
404 Application in Process wit US ACOE: ❑ Yes ❑ No Permit
Total Fee Amount
i
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
1 $
Variance (❑ Maj; ElMin)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$ C
401:
$
Los
$ IIDY1,0
Stream Deter,_
$
NCDENR EXPRESS March 2009

Volumetric Runoff Calculations
Simple Method EXPRESS
OCT 1 22BO
Project Name: Corolla Fun Park NG DEN
Project Area Description
Basin Information
existing
0
8,922
0
0
0
0
8,922
existing (to
remain)
0
0
0
0
0
0
0
proposed
(additional)
1,723
0
29,890
2,153
0
0
33,766
Receiving Stream Name
Currituck Sound
Receiving Stream Class & Index Number
SC, 30-1
Drainage Area
45,514 SF
Existing Impervious Area
0 SF
Proposed Impervious Area
33,766 SF
% Impervious Area (total)
74.2% lif
Impervious Surface Area
On -site Buildings or Lot BUA
1,723 SF
On -site Streets
0 SF
On -site Parking
29,890 SF
On -site Sidewalks
2,153 SF
Other on -site
0 SF
Off -site
0 SF
Total:
33,766 SF
Runoff Calculations (Simple Method)
NCDENR
10 yr, 2 hr
Predevelopment
Postdevelopment
Design Runoff (in)
1.5
3.1
1.5
1.5
Total Area (Ac.)
45,514
45,514
45,514
45,514
Coverage
74.2%
74.2%
19.6%
74.2%
R(v)
0.718V',
0.718
0.226
0.718
Rainfall Volume
4,083 ✓
8,438
1,288
4,083
NCDENR Design: 4,083

STORMWATER MANAGEMENT CALCULATIONS - INFILTRATION BASIN DESIGN
Project
Drainage Area
Infiltration Basin
Infiltration Basin Information
Corolla Fun Park
elevation
area
(msl)
(so
Storage Elevation:
7.3
4,650
Bottom of basin:
6.3
3,568
ESHWT Elev.:
4.3
(msl)
Permeability:
15.0
(in/hr)
Available Storage Volume:
4,109
(co
Required NCDENR Volume:
4,085
(cf)
NCDENR Drawdown Calculations
Average Hydraulic Gradient:
1.3
(ft/ft)
Drawdown Rate:
1.783
(cfs)
NCDENR Drawdown Time:
0.03
Days
10 yr, 2 hr management capabilities
10 yr, 2 hr rainfall:
3.11
(inches)
Runoff Volume:
8,470
(co
Basin Volume:
4,109
(cf)
2-hr Infiltration Volume:
12,841
(cf)
Additional Storage:
0
(cf)
Total Volume Managed:
16,950
(cf)
2
1
By: mjm
Date: 01/20/09
Prepared by Albemarle and Associates, Ltd.

COROLLA FUN PARK
Drainage System Calculations
DI
from
DI Time of
to ncentratio
min
Intensity
to 'event
in/hr
Additional Draina
c Area
ac.
a Area
c'A
Cumm. Draina a Area
Area c'A
ac.
Q
design
cis
Diameter
inches
n
mannin s
Sloe I Q 1 i
flowing full
ft./ft. cfs
V
ftlsec
Storm Sewer Calculations
DI-1
DI-2
DI-2
basin
10
10
6.4
6.4
0.92
0.92
0.22
0.38
0.20
0.55
0.22
0.60
0.20
0.75
1.3
4.8
12
18
0.015
0.015
0.0020
0.0033
1.38
5.24
1.76
2.97
Swale Runoff Calculations
e of mini
South sidolf 10
6.4
0.55
0.78
0.43
0.78
0.43
2.7
N/A
North side of Go Ca 10
6.4
0.35
0.45
0.16
0.45
0.16
1.0

Channel Report
Hydraflow Express by IntelisoNe
Thursday, Oct 6 2009, 2:56 PM
Swale Calculation - Southwest side of minigolf -10 year
Trapezoidal
Highlighted
Botom Width (ft)
= 5.00
Depth (ft)
= 0.19
Side Slope (z:1)
= 3.00
Q (cfs)
= 2.700
Total Depth (ft)
= 1.00
Area (sqft)
= 1.06
Invert Elev (ft)
= 4.00
Velocity (ft/s)
= 2.55
Slope (%)
= 3.30
Wetted Perim (ft)
= 6.20
N-Value
= 0.030
Crit Depth, Yc (ft)
= 0.21
Top Width (ft)
= 6.14
Calculations
EGL (ft)
= 0.29
Compute by:
Known Q
Known Q (cfs)
= 2.70
Elev (ft)
6.00
5.50
I. 1
4.50
U9111
3.50
0 2 4
Section
6 8 10
12 14
Depth (ft)
2.00
1.50
1.00
0.50
M
-0.50
16
Reach (ft)

Channel Report
HydraFlow Express by Intelisolve
Thursday, Oct 1 2009, 3:52 PM
Swale Calculation - North side of go-cart track -10 year
Trapezoidal
Highlighted
Botom Width (ft)
= 5.00
Depth (ft)
= 0.23
Side Slope (z:1)
= 3.00
Q (cfs)
= 1.000
Total Depth (ft)
= 1.00
Area (sqft)
= 1.31
Invert Elev (ft)
= 3.80
Velocity (fYs)
= 0.76
Slope (%)
= 0.20
Wetted Perim (ft)
= 6.45
N-Value
= 0.030
Crit Depth, Yc (ft)
= 0.11
Top Width (ft)
= 6.38
Calculations
EGL (ft)
= 0.24
Compute by:
Known Q
Known Q (cfs)
= 1.00
Elev (ft)
5.00
4.50
4.00
3.50
3.00
Section
0 2 4 6 8
Reach (ft)
10 12 14 16
Depth (ft)
120
0.70
0.20
-0.30
ff-El

>
lbemirle
& ASSOCIATES, LTD.
t- -
OCT. 1 2 2009
NC ®EMIR
Corolla Fun Park
Soils Narrative
prepared for the
I.G. Holdings, LLC
September 24, 2009
Existing Conditions: I.G. Holdings, LLC intends to construct a new recreational
park to include a 36-hole miniature golf course, go cart track, spin zon"nd arcade
on three parcels in Corolla. The total site area is approximately i;- acres. The
Natural Resource Conservation Service Soil Survey for Currituck County has
mapped the soils on the portions of the site selected for development to consist
primarily of Corolla Fine Sand (CoB), Newhan-Corolla Complex (NhC), and Osier
Fine Sand (Os). Infiltration rates for these sandy soils typically exceed 20 inches per
hour, with the exception of Osier Fine Sand, which often contains a limiting layer on
the surface that is estimated to be between 6.0 — 20 inches per hour. The site varies
in elevation, with the majority of the area between 4.0 and 9.0 feet above mean sea
level (NAVD 1988). An existing non -jurisdictional manmade pond (± 4.68-acre) is
located on the site and observed water levels within the pond are ±1.5' msl. The
property is within a flood zone of "AE-5" and "X". The northwest portion of the site is
partially wooded while the remainder of the site contains native grasses, scattered
trees and a gravel parking area.
Soils investigations were performed by Albemarle & Associates. These borings were
performed using a hand auger to a depth or four to five feet below the existing
surface. The borings confirmed that the soils matched the Soil Conservation Service
description for the soil types noted above. seasonal high water table appears to vary
with proximity to the pond as expected. The ESHWT in the vicinity of the infiltration
basin is 4.3' above msl. The results of these borings are attached to this report.
Infiltration Basin
An infiltration basin was chosen for this site due to the excellent suitability of the
soils, available space and contributing drainage area. In order to meet a two -foot
separation to the ESHWT, the bottom of the basin is being limited to 6.3' above
MSL.
Land Planning - Engineering - Surveying- Environmental - Construction Management
P.O. Box 3989, 115 W Saint Clair St., Kill Devil Hills, North Carolina 27948
Phone: [phone] w .AlbemadeAssociates.com Fax [phone]

07819A1 - Corolla Fun Park
Soil Boring Log
Soil Boring
Depth
B-1
B-2
B-3
B-4
0" to 6"
coarse tan sand
coarse brown
rootmat
coarse tan sand
sand
6" to 12"
coarse tan sand
coarse bdrown
coarssand brown
coarse tan sand
12" to 18"
coarse tan sand
coarse bdrown
coarssand brown
coarse tan sand
coarse brown
coarse It. brown
coarse tan sand
18" to 24"
coarse tan sand
sand
sand (tace
w/ trace organics
mottling)
coarse brown
coarse It. brown
coarse tan sand
24" to 30"
coarse tan sand
sand
sand some
w/ trace organics
organics)
coarse tan sand
coarse brown
coarse It. brown
coarse tan sand
30" to 36"
w/ trace mottling
sand
sand (moist)
w/ trace organics
36" to 42"
coarse tan sand
coarse brown
coarse grey
coarse tan sand
sand
(saturated)
(moist)
coarse brown
coarse tan sand
42" to 48"
coarse tan sand
sand
(saturated)
48" to 54"
coarse tan sand
coarse brown
(moist)
sand (moist)
54" to 60"
coarse tan sand
coarse brown
(saturated)
sand (saturated)
Soil Type
Date of Boring
9/23/09
9/23/09
9/23/09
9/23/09
Ex. Ground
Elevation (ft.
9.0
8.8
4.5
7.8
above MSL)
Depth to
ESHWT (in)
54
54
24
42
ESHWT
Elevation
4.5
4.3
2.5
4.3
Depth to Water
54
54
36
42
table (in)
Estimated Water
table Elevation
4.5
4.3
1.5
4.3
ft)
Prepared by Albemarle and Associates, Ltd.

36. 19' ""
36. 19' 36"
Soil Map—Currituck County, North Carolina
(Corolla Fun Park)
F.
Map Sate', 1:1,800 it printed on A size (B.S x 11-) sheet.
A
N Meters
0 20 40 80 120
Feet
0 50 100 200 300
USDA Natural Resources Web Soil Survey
NiM Conservation Service National Cooperative Soil Survey
4n�•l i
•
426560
�_ii41yW
�r:YFlk'YY
b
n
9/18/2009
Page 1 of 3

Soil Map—Currituck County, North Carolina
(Corolla Fun Park)
MAP LEGEND
MAP INFORMATION
Area of Interest (A00
Wy Very Stony Spot
Map Scale: 1:1,800 if printed on A size (8.5" • 1l ") sheet.
Q
Area of Interest (AOI)
+ Wet Spot
The soil surveys that comprise your ACI were mapped at 1:20,000.
Soils
Other
Please rely on the bar scale on each map sheet for accurate map
Q
Soil Map Units
measurements.
Special Line Features
Special
Point Features
Gully
Source of Map: Natural Resources Conservation Service
Qt
Blowout
Web Soil Survey URL: http:ltwebsoilsuwey.nres.usda.gov
X.
Borrow Pit
Short Steep Slope
Coordinate System: UTM Zone 18N NAD83
X.
Clay Spot
Other
This product is generated from the USDA•NRCS certified data as of
Political Features
the version date(s) listed below.
♦
Closed Depression
O Cities
Soil Survey Area: Cumituck County, North Carolina
X
Gravel Pit
Water Features
Survey Area Data: Version 11, Sep 26, 2008
..
Gravelly Spot
Owens
Date(s) aerial images were photographed: 8/24/2006
®
Landfill
Streams and Canals
The orthophoto or other base map on which the soil lines were
Lava Flow
Transportation
compiled and digitized probably differs from the background
;4'i Rails
imagery displayed on these maps. As a result, some minor shifting
,,4,
Marsh or swamp
_.
of map unit boundaries may be evident.
7t
Mine or Quarry
N Interstate Highways
p
Miscellaneous Water
ti US Routes
p.
Perennial Water
Major Roads
v
Rock Outcrop
N Local Roads
�
}
Saline Spot
Sandy Spot
Severely Eroded Spot
p
Sinkhole
Slide or Slip
0
Sodic Spot
Spoil Area
p
Stony Spot
USDA Natural Resources Web Soil Survey 9/18/2009
® Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Currituck County, North Carolina
Corolla Fun Park
Map Unit Legend
. Currituck County, North Carolina (NC053)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
CoB
Corolla fine sand, 0 to 6 percent slopes
1.9
34.7%
NhC
Newhan-Corolla complex, 0 to 10
percent slopes
0.7
12.6%
Os
Osier fine sand
2.7
48.6%
W
Water
0.2
4.1 %
Totals for Area of Interest
5.5
100.0 %
USDA Natural Resources Web Soil Survey 9/18/2009
® Conservation Service National Cooperative Soil Survey Page 3 of 3

SOSID: 0199326
Date Filed: 2/9/2009 11:54:00 AM
CD-47a(51) Business Corporation North Carolina Annual R Elaine F. Marshall
10-28- North Carolina Secretary of State
This report may be filed online at the Secretary of State website: www.so 2009 050 00101
Name of Business Corporation: BUCK ISLAND, INC. rXFRESS
(�0
Fiscal Year Ending: 12/31/08 OCT 1, 2 20State of Incorporation: NC
MmMayNear YU
Secretary of Slate ID Number: 0199326 WC ®ENR
I hereby certify that the information requested below (required by NCGS 55-16-22) has not changed since the most recently filed annual
report and is therefore complete.
Nature of Business: REAL ESTATE
Registered Agent: THOMAS P. NASH IV
Registered Office Mailing Address: 111 SETTLERS LANE
County: City: DUCK State: NC Zip Code: 27949
Registered Office Street Address: 200 N WATER STREET, PO BOX 768
County: City: ELIZABETH CITY State: NC Zip Code: 27909
Signature of New Registered Agent:
osignatwo constitutes wraent to the appoi a nenp
Principal Office Telephone Number: 252-453-4343
Principal Office Mailing Address: 111 SETTLERS LANE
City: DUCK State: NC Zip Code: 27949
Principal Office Street Address: 111 SETTLERS LANE
City: Duck State: NC Zip Code: 27949
Name:
George A. Thornton, III
Title:
President
Address:
111 Settlers Lane
City:
Duck
State:
NC Zip: 27949
Name:
Title:
Address:
City:
State:
Zip:
Name:
Title:
Address:
City:
State:
Zip:
Certification of annual report (Ig a con eted by all Business Corporatlons�
1/15/2009
1 signaty4Vmm meat be signed by an officer at corporation Data
�l A 0t'l PRESIDENT
Type or Print Name Tine
NCCZ0501L 11/19/08

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EXPRESS
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Register for E-Procurement
Nags Head NC 27959
OCT 1 2 2009
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Principal Office Address:
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NC ®ENR
t t
Principal Mailing Address:
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Start An Order 7
Nags Head NC 27959
7
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II� •,�In6ox -Microsoft Ou... (
7.
GIS I North Caoli rna Sec ;, ')Curritudc County GIS __ _ _
:Ek-��1 �Q Si %®®®

OCT 1 2 2009
BUSINESS CORPORATION NC ®EMIR
' ANNUAL REPORT L
e
NAME OF CORPORATION:
Monteray Shores. Inc.
STATE OF INCORPORATION: N.C.
SECRETARY OF STATE CORP. ID NUMBER: 0220710
FEDERAL EMPLOYER ID NUMBER
SC SID: 0220710
Date Filed: 4/4/2002 2:20 PM
Effective: 4/512002
Elaine F. Marshall
North Carolina Secretary of State
FISCAL YEAR ENDING! ,
AY/YEAR
IF THIS IS THE INITIAL ANNUAL REPORT FILING, YOU MUST COMPLETE THE ENTIRE FORM. IF YOUR
BUSINESS CORPORATION'S INFORMATION IIAS NOT CHANGED SINCE THE PREVIOUS REPORT,
PLEASE CHECK THE BOX AND COMPLETE LINE 8 ONLY.
1. REGISTERED AGENT & REGISTERED OFFICE MAILING ADDRESS:
Robert R. DeGabrielle / 824 Malia Drive / Corolla, N.C. 27927
2. STREET ADDRESS AND COUNTY OF REGISTERED OFFICE:
824 Malia Drive / Corolla, N.C. 27927 / Currituck County
3. IF THE REGISTERED AGENT CHANGED, SIGNATURE OF THE NEW AGENT:
SIGNATURE CONSTITUTES CONSENT 70 THE APPOINTMENT
4. ENTER PRINCIPAL OFFICE ADDRESS HERE: ADDRESS- 824 Malia Drive
CITY- Corolla STN.C.zlp-27927
5. ENTER PRINCIPAL OFFICE TELEPHONE NUMBER HERE: 252-453-9222
PLEASE INCLUDE AREA CODE
6. ENTER NAME, TITLE, AND BUSINESS ADDRESS OF PRINCIPAL OFFICERS HERE:
NAME- Robert R. DeGabrielle ADDRESS. 824 Malia Drive
TITLE- President CITY- Corolla sT-N.CzIp- 27929
NAME- ADDRESS-
TITLE- CITY- ST- ZIP-
NAME- ADDRESS-
TITLE- CITY- ST- ZIP-
7. BRIEFLY DESCRIBE THE NATURE OF BUSINESS: L, Ad DeVe1a9MtA';t
8. CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL CORPORATIONS
vavf -�f or
FORM MUST BE SIGNE BY OFFICER OF CORPORATION ,I DATE

Robert R. DeGabrielle
TYPE OR PRINT NAME
President
TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $20.00 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

C200911101554
LIMITED LIABILITY COMPANYEXPRESS
4 ANNUAL REPORT OCT 12 2009
p'
NAME OF LIMITED LIABILITY COMPANY: I G Holdings, L.L.C. NC ®ERA R
SECRETARY OFSTATE: L.L.C. ID NUMBER: 0602313
NATURE OF BUSINESS: Real Estate Rental
REGISTERED AGENT: Golasa, israel
REGISTERED OFFICE MAILING ADDRESS: PO Box 120
Kitty Hawk, NC 27949
SOSID: 0602313
Date Filed: 4/21/2009 10:51:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200911101554
STATE OF INCORPORATION: NC
REGISTERED OFFICE STREET ADDRESS: 1219 S. Croatan Highway
Nags Head, NC 27959 Dare County
SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCTPAI.OFFICE TELEPHONE NI IMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: P.O. Box /10
Kitty Hawk, NC 27949
PRINCIPAL OFFICE STREET ADDRESS: 2229 S. Crootan Highway
Nags Head, NC 27959
MANAGERS/MEMBERS/ORGANIZERS:
Name: Israel Golasa
Title: Manager
Address:
2229 S. Croalan Highway
CERTIFICATION OF ANNUAL. REPORTMUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
FORM MUST BE SIGNED BY A MANAGER/MEMBER
DATE
_L-5in, a r�,a ---29
M44QYe1�
TYPE OR PRINT NAME
YPE OR PRINTTITLE
ANNUAL REPORT' FEE: S20U MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh NC 276264)525

r
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Doc ID: 00026T610003 Tyype: CRP
Recorded: 04/01/2004 at 03:2fi21 PH
' Fee set: $16.00 Pepe 1 of 3
Excise Tax: j0.00 /
charCurr100I D"dy R g16Ur Of Deeds
EXPRESS
BK761 Pa929-931 - .... ... _.._._..
����IIIIIh��mIIIdI�IIIIII�III�II�I�IIGUtlII
0o ID: :
PhRerdee0azz17aeeeztT
Fee
OCTOI >�004-
.yy40fP
pAlt; j]7.00 Pops 1 of 2
Exelee Te%: j0.00 1
Currltuok County, RC 1
Qt1C DEER
Wtl�d IGj�'I
cherlene V Doudy RepleGr Of Dnde
sK741 Pa50-51
Land Transfer No: Recording Time, Book and Page
Excise Tax: (» r4P
l.nnd Transfer Tax: Exempt-Deedof Ght
NORTH CAROLINA GENERAL WARRANTY DEED
Tax Lot No.
Verified by
by =
Mail
This instrument was
Brief Description for the
Parcel Identifier No.
County on the _ day
Black LLP, P.O. Box 1042, Kitty Hawk, NC 27949
D. Khoury, Altontey at Law.
THIS DEED made this 29th day of
GRANTOR
Outer Ranks Worship Center, itch of the Assemb
P.O. Box 668 of God, „.
Nags Head, NC 27959
PUD
Enter in appropriate block for each party: time, address, and, if appropriate, character
The designation Grantor and Grantee as used herein shall include said parties, their heirs,
singular, plural, masculine, feminine or neuter as required by context.
GRANTEE
Center, ;;of.-the!Assemblies of God
O
shall
WI'1'NESSFTH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby 6knowlooged, has and
n�21 by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel 0I'1 tu!ated m The
Village of Corolla, Currituck County, North Carolina and more particularly described as follows:
All the property as shown on that map or plat captioned "Future Site Assemblies of God Church 40,000 SF-0.918 acres
Monleray Shores PUD", dated October 3, 2000 prepared by Coastal Engineering & Surveying, Inc. and recorded in Pint
Cabinet G at Slide 205 in the office of the Public Registry of Currituck County, North Carolina.
Tax Collector Certification that
No De' q ei t'Taxes pprre pDO TRANSFER TAX
Ba - 0LI!, TAXAMOUNTii—n- fc W
CertiScation uViies Jan. 6m'of the-DATE/COLC. 1rd-3/—dt)oi
..year following corti6eallon date.
NOTE: THIS FORM CONTAINS REVISIONS WHICH ARE DIFFERENT FROM THE PROVISIONS OF THE OFFICIAL.
FORM PROMULGATED BY THE NORTH CAROLINA BAR ASSOCIATION AND SHOULD BE CAREFULLY REVIEWED
PRIOR TO EXECUTION.

BK01b I PG0930 BKOIiI I PG005 I
The property hereinabove described was acquired by Gnmtor by instrument recorded in 511, Page 601.
A map showing the above described property is recorded in Plat Cabinet G, Slide 205.
TO HA VE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee
simple..
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the lawful
claims of all persons whomsoever except for the exceptions hereinafter stated. .
Title to the property hereinabove described is subject to the following exceptions
Easements and restrictions of record
2003 ad valorem taxes
IN WITNESS WI IEREOF. the Grantor has hereunto set his hand and seal, or if corporate, has caused this instrument to he signed
in its corporate name by its duly authorized officers and its seal to be hereunto affixed by authority of its Board of Directors, the
day and year firsl above written.
SEA:
tof
the
on.
The foregoing Certificate of � �q ; nP_ ��fC�An It an rp, luc
islare certified to be correct. This instrument and this certificate are duly mat ered at the date and tittWmd in the Book and Page shown on
the first page hereof.
_�I . (_I—rO- d — REGISTER OF DEEDS FOR C—U ff l' i-Le cl< COUNTY
awpal '",w1�VTmlyr a ,.
_ /
NOTE: THIS FORM CONTAINS REVISIONS WHICH ARE DIFFERENT FROM THE PROVISIONS OF THE OFFICIAL
FORM PROMULGATED BY THE NORTH CAROLINA BAR ASSOCIATION AND SHOULD BE CAREFULLY REVIEWED
PRIOR TO EXECUTION.

BK01b 1 P6093'I
Prepared by and return to Vandeventer Black LLP
P.O. Box 1042
Kitty Hawk, NC 27949
NORTH CAROLINA
CURRITUCK COUNTY
STATEMENT OF EXPLANATION FOR
RE-RECORDING DEED
This Statement of Explanation is submitted pursuant to North
Carolina General Statutes Section 47-36.1 for the purpose of
correcting that certain Deed .from the Outer Banks Worship Center,
In to The Corolla Worship Center dated December 29, 2003 and
f' ed f r record at 4:01 P.M. on January 31, 2003, in Book 741,
Pag /50f5r�ct
Currituck County Registry. The correction being made
is to c the name of the Grantor and the Grantee. The correct
nan tt e Cr ntor is: Outer Bank Worship Center, Inc. of the
Assembl"es o ad, and the correct name of the Grantee is: Corolla
Worship Ce er I -EH Assemblies of God. The change bears my
initials and IVZecor/Qd n tie date set forth below.
I certify by my sinatur yet tI t I filled in name of the
Grantor on this Deed. O
This 2' day of January, 2004.
By:
1
at

•
BOOK `�38 PA6E 15 �5
NORTH CAROLINA (l
CURRITUCR COUNTY d
THIS RELEASE DEED made and entered into this 29th
LL
day of February, 1968 by and between Philip G. Denman,
Co-Trustea, hereinafter referred to as Trustee, and
MontereyShores, Inc., a North Carolina corporation located
Suite 8, Kitty Hawk, North Carolina
at DuckVillage Shops,
27969, hereinafter referred to as party of the second
part. i
DeiQ
xlTNesseTe,
!✓
THAT WHEREAS, said party of the second part.heretofore /d �1�0
executed to Philip G. Denman and Norman W. Shearin, Jr. Oil of 7
as Co -Trustees a certain Deed of Trust dated February
29, 1988 and recorded in Book W at Page l' in the
office of the Register of Deeds of Currituck County,
North Carolina (hereinafter referred to as Purchase Money
Deed of Trust), to secure a Note of even data set out
due and payable to Corolla Associates, a Limited
Partnership, Whalehead Associates, a Limited Partnership,
and H I S Whalehead, a Limited Partnership and Gerald
J. Friedman, Partners Trading as Whalehead Properties,
a Joint Venture and Nancy Friedman (said parties
,
hereinafter collectively referred to an Holder)s and
whereas, party of the second part is entitled to the
release From the lien of the Purchase Money Deed of Trust
without payment of any release Fee to Holder or Trustee,
of that site required by Currituck County for the location-
.
of water treatment plants and sewage plants as shown
upon the Sketch Plan of Approval by Currituck County
Board of Commissioners for Monterey Shores PUD, as the '
said site is hereinafter more particularly described;
and whereas pursuant to the terms of the contract between
Holder and party of the second part, release deeds for
,.
Monterey Shores POD are effective upon the sole execution
of Philip G. Denman as Trustee without, the consent or
'
joinder of Holder; and whereas said party of the second
part has requested the Trustee to release from the lien
-
of the Purchase money Deed of Trust so much of the land
therein conveyed as is hereinafter described and the
Trustee has agreed to do so.
NOW, THEREFORE, the Trustee, for valuable
consideration paid by party of the second part, the receipt
of which is hereby acknowledged, has released and by
this instrument does release and convey unto party of
the second part, their heirs, assigns, and successors,
that certain real property located in Poplar Branch
.
Township, Currituck County, North Carolina and more
particularly described as follows:
Beginning at a point marking the intersection of
the western sight -of -way line of Ocean Trail and
the northern right-of-way of Albacore Street, which
-
said point of beginning has North Carolina grid
coordinates N-952789.65, e-2937218.88 and from said
-
point thence following the boundary line of the
property of Tim Buck II on a course M 16w59-11•
W 511.01 feet to a points thence S 73'11'31• W 203.56
feet to a points thence following the Corp. 606
Jurisdictional line, more particularly described
as TIE LINE on a course H 14035-290 W 1219.50 feet
to a points thence on a course N 28'02144' a 415.02
feet to a points thence S 61157.16• E 600 feet to
a points thence N 26002/440 E 30.05 feet to a points .
thence in a curve to the right having a radius of
640 feet an arc distance of 339.59 feet, thence
on a course 6 16•53-38• a 586.50 feet to a point
in the northern right-of-way line of the proposed

4

BBBR 238 PARE IG
Ocean Trails thence following the northern line
of said road S 36.01'44' W 458.59 feet to a points
thence on a curve to the left having a radius of
400 feet an arc distance of 370.01 feet to a point
in Tim Buck IIls property liner thence 8 16.591110
E I30.45 feet to the point of beginning, said property
• being marked 'PARCEL 1 WASTE WATER TREATMENT AREA
15.88 AC.' and being more particularly shown on
the plat of survey entitled 'SURVEY FOR MONTERAY
SHORES, POPLAR BRANCH TOWNSHIP, CURRITUCR COUNTY,
WORTH CAROLINA,• Dated February 8, 1988 and made
by B. A. Bissell Associates,' a copy of which is
attached hereto, together with a plat of survey
showing the proposed Ocean Trail centerline entitled
SURVEY FOR FOR MONTERAY SHORES, POPLAR BRANCH TOWNSHIP,
CURRITUCK COUNTY, NORTH CAROLINA, PROPOSED OCEAN
TRAIL CENTERLINE,' dated January 20, 1988 and made
. by B. A. Bissell Associates.
- TO HAVE AND TO HOLD the lands and premises, together
with all privileges and appurtenances thereto belonging
to them, the party of the second part and their heirs,
successors, and assigns, free and discharged from the
lien of the Purchase Money Dead of Trust described &hovel
- but it is agreed and understood that this release shall
apply only to so much of the property as is herein
expressly described and conveyed, and that as to the
remainder of said property, the Purchase Money Deed of
Trust shall be and remain in full force and effect.
IN TESTIMONY WHEREOP, the Trustee has hereunto set
his hand and seal this the day and year first above
written.
(SEAL)
FbIlivu.—Petulan, Trustee
COMMONWEALTH OF VIRGINIA
CITY OF NORFOLK
I, the undersigned Notary Public, do hereby certify
that Philip G. Denman, Trustee, personally appeared before
me this day and duly acknowledged the due execution of
the foregoing instrument.
WITNESS my hand and notarial seal this day
of February, 1988.
Notary ub c .:�:
S^'.. i•6..
,.
My Commission Expirea,
7 SEAL
NORTH CAROLINA
CURRITUCK COUNTY .
NORTH CAROLINA, CURRITUCK COUNTY
Th/e1foteguins certiRute(m) of ����.,
P_94"IIA4 J&41(i 6. ��) it (m) mrtitied
to be cconed. This ituttument w.a{t'F=ntod for Megisttation
69
19 6 0 and reoo+ded in Baok.G4_—,
710"
M
,..

lbemarleOCT 1�22009
A2�1
& ASSOCIATES, LTD. NC DENR
Corolla Fun Park
Stormwater Management Narrative
prepared for the
I.G. Holdings
PO Box 120, Kitty Hawk, NC, 27949
September 24, 2009
Existing Conditions: The 38.253 acre site in Corolla is adjacent to the Currituck
Sound and contains Coastal Wetlands, 404 wetlands and a non -jurisdictional
manmade pond (± 4.68-acre). The Natural Resource Conservation Service Soil
Survey for Currituck County has mapped the soils on the portions of the site
selected for development to consist primarily of Corolla Fine Sand (CoB), Newhan-
Corolla Complex (NhC), and Osier Fine Sand (Os). Infiltration rates for these sandy
soils typically exceed 20 inches per hour, with the exception of Osier Fine Sand,
which often contains a limiting layer on the surface that is estimated to be between
6.0 — 20 inches per hour. The site varies in elevation, with the majority of the area
between 4.0 and 9.0 feet above mean sea level (NAVD 1988). Observed water
levels within the pond are ±1.5' msl. The property is within a flood zone of "AE-5"
and "X". The northwest portion of the site is partially wooded while the remainder of
the site contains native grasses, scattered trees and a gravel parking area.
Proposed Development., I.G. Holdings intends to purchase three parcels in
Currituck County for the purpose of developing the "Corolla Fun Park". The facility
will include two 18-hole miniature golf courses, a go cart track, spin zone and arcade
as well as a parking lot and walkways. Carolina Water Service will supply the project
with water and sewer service.
NCDENR Permitting Compliance: The site is being developed per the Low Density
Stormwater Management Option, meeting the requirements for the 20 coastal
counties. The total site area is 38.253 acres, which includes 8.073 acres of coastal
wetlands as well as the 4.68 acre pond, leaving a "NCDENR-DWQ project area" of
25.50 acres. The proposed coverage for the site is 7.1% based upon the built upon
area of 79,354 sf. Stormwater runoff from the site is being collected via sheet flow to
swales and directed to adjacent open space and the existing pond. Runoff from the
parking lot as well as a portion of the building is being collected by a closed
collection system and directed into an infiltration basin on the north end of the site.
The basin provide volume in excess of the 4,050 cf produced by a 1.5" rainfall event
and manages a total of 16,950 cf considering infiltration during a two hour period.
Runoff in excess of this amount bypasses the infiltration basin and is directed into an
existing drainage system that conveys the runoff to the existing on -site pond.
Land Planning - Engineering - Surveying - Environmental - Consmxtion Management
P.O. Bor 3989, 115 VL Saint Clair St. Kill Devil Hills, North Carolina 27948
Phone: [phone] i"YmAlbamadeAssociates.com Fa,: 252 : *,.0965

I
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.
II. 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 II).
(This is only required to test out of SR water treatment requirements)
III. BIMS ent4 (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)
Permit shells: s:\wqs\stormwater\shell\shighcominbasin
S:\wqs\stormwater\shells\highcomintrench
s:\wqs\stormwater\shells\highsu bin basin
s:\wqs\stormwater\shells\highsubintrench
Calculations: s:\wqs\stormwater\excel spread sheets\inbasin
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 CATION
1. riginal sign tures are required. Photocopied signatures cannot be accepted.
2. comple infiltration basin or infiltration trench supplement, one for each proposed
system. A signed, dated and notarized Inspection and Maintenance Agreement for
each proposed system with an original signature.
3. V 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. t , Built -upon areas are reported in square feet in Section 111.6.
5. Receiving 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
✓president, vice president, general partner, member or manager.
S. For subdivided projects, a signed and notarized deed restriction statement must be
11 vided.
9. Soils report with the SHWT, Soil type and expected infiltration rate.

Infiltration Basin & Trench, cont.
B.
CALCULATIONS
1. t/The basin or trench must draw down within 5 days. Spray irrigation is not acceptable as
the sole means of drawdown.
2. ✓The design storm is 1.5" if the project is subject to Phase II or is sited within'/z mile of
and draining to SA waters. The design storm for projects subject to Phase II sited
within '/z 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 V design
/storm.
3. ✓/Report the bottom
surface area.
4. /Report the surface area at the overflow elevation.
✓
5. how the calculation for the minimum required volume.
'171
6. ( Provide a table of elevations, areas, incremental volumes and accumulated volumes to
demonstrate that the minimum required volume has been provided.
7.Vcalculations are signed, sealed & dated.
V.
8. Report the Drainage Area and Built -upon area for each basin or trench.
9.�The seasonal high water tablemust be at least 24" below the proposed bottom
elevation of the system. For Phase II projects, at least 12" of this must be in naturally
occurring 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 i appropriate for the
project.

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 projects, show as much information as possible on as few sheets as possible, without
clutt ring them up.
1.piDevelopment/Project Name
2. V Engineer name and firm.
3. f/Legend
4. ✓North Arrow
5. ✓Location Map with nearest intersection of two major roads shown. Major road is any 1,
2, or 3 digit NC, US or interstate highway.
6. ✓Scale- standard engineering scale, no off-the-wall stuff.
7. t/Date
8Revision number and date, if applicable.
9. ✓Original contours, proposed contours, spot elevations, finished floor elevations, pipe
nverts, swale inverts, etc.
10 ✓Existing drainage (piping, swales, ditches, ponds, etc.), including off -site. Include a map
delineating the offsite drainage areas.
11 ✓P�foperty/Project boundary lines, bearing & distances.
12 ean High Water Line or Normal High Water Line, if applicable.
13. Drainage easement locations shown on the plans along with their width.
14. Drainage
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
obtained and the soils meet the SHWT and hydraulic conductivity requirements.
15'VDetails for the roads, parking, cul-de-sacs, including sidewalk width, radii, dimensions &
lopes.
16 �/ Apartment / Condo development- provide a typical building footprint with dimensions,
and note all concrete and wood deck areas.
17 The 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.
101AP trench section detail with the perforated pipe diameter, filter fabric wrapped around
4he pipe and around the trench, trench height and width, rock fill type.
f using a pre-fab chamber structure, provide details of the chamber, including model #,
length, width, chamber volume and number of chambers being used.
21. A bypass structure detail is provided showing a trash rack with 156" square openings,
and the necessary bypass weir or pipe elevation. Several types of bypass structure
designs are acceptable.
22. Dimensions for each line and arc formed by the bottom contour of an infiltration basin.
HV.
e ll 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.
24 ✓ 1(infiltration systems must be located at least 50' from the MHW line of surface waters.
25.. Vegetation is specified for basin slopes not being hardened. Weeping Love Grass is not
'suitable as a permanent vegetated cover for side slopes.
26.All roof drainage must be directed to the system. Shaw the roof drain collection piping
opAhe plans. This is especially necessary for projects where the buildings back up the
7✓property lines where roof drainage may leave the site prior to going through the system.
2Monitoring wells may be required on a case -by -case basis.