SW7040604_HISTORICAL FILE_20120131

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
i2�/,:�C�9/3(
YYYYMMDD

{ - # 1"
FINANCIAL RESPONSIBILITYIOWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan hay av ar.4-ap ed by the
Land Quality Section, N.C. Department of Environment and Natural tar€ s. t r mt and, if
the question is not applicable or the e-mail and/or fax information una ai el I a+d A t jbfa�r c.)
Part A. JAN 3 1 2012
1. Project Name Outer Banks Amusements LAND QUAIITY SECTION
r.. "� - v
2. Location of land -disturbing activity: County Currituck City or Township Poplar Branch Twp,
Highway/Street Greyson Loop River Basin: UT to Currituck Sound
Latitude N 36.1517 Longitude W 75.8383 Datum: NAD 83
(Lat and Long given to 4 decimal places it 36.3654 N,-77.2548 W. not 36 21'55" N, -77 15' 17" W)
3. Approximate date land -disturbing activity will commence: Spring 2012
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Commercial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 2.6
6. Amount of fee enclosed: $ 195.00 . The application fee of $65.00 per acre (rounded up to
the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name David M. Shields E-mail Address ebxamuse c(�aol.com
Telephone [phone] Cell # 252-599-0400 Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
David M. Shields 252-453-4386 252-453-4387
Name Telephone Fax Number
6615 Caratoke Highway 6615 Caratoke Highway
Current Mailing Address Current Street Address
Grandy NC 27939 Grandy NC 27939
City State Zip City State Zip
10. Deed Book No. 1130 Page No. 634 Provide a copy of the most current deed.
Part B.
1. Individual(s) or Legal Entitiy(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
David M. Shields obxiainuse aal.corn
Name E-mail Address
6615 Caratoke Highway 6615 Caratoke Highway .
Current Mailing Address Current Street Address
Grandy NC 27939 Grandy NC 27939
City State Zip City State Zip
Telephone [phone] Fax Number 252-453-4387

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name
Current Mailing Address
City
Telephone
E-mail Address
Current Street Address
State Zip City Slate Zip
Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
E-mail Address
Current Street Address
City State Zip City State Zip
Telephone Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
David M. Shields Owner, Outer Banks Amusements _
Type or print name Title or Authority
/2 LOLL
Signature Dat�
I, ��e�5 , a Notary Public of the County of PrA S
t
State of North Carolina, hereby certify that _ �GtV l� M �� I eL-'IS _ appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hpq,and notarial seal, this I r -t day ofJOLOkL1V-, 20
O A R A16����'i
F .
NOtorY Public
Posquotonk Counfv Notary
Y Cfl�yfon Expires
10/20/2016 My commission expires [0 JZQ ZU 1 U

January 26, 2012
Mr. Roger Thorpe
Dept. of Environment and Natural Resources
Water Quality Section
943 Washington Square Mall
Washington, NC 27889
Subject: Stormwater Management Permit
Outerbanks Amusements
Proj. 9 100257
Dear Mr. Thorpe:
RECEIVED
J A N 3 0 2012
pWq_WARO
As described in the enclosed project description Lot 11 of Currituck Industrial Park is being
developed. Allotted impervious coverage was established during the subdivision process and
stormwater was Permitted on May 19, 2005, under Permit number SW7040604. Per the permit,
Lot 11 is allotted 65% sf of impervious coverage on the lot. Tract area is 113,128 sf (2.60 Ac.).
Per the enclosed design the coverage proposed for the site is 57,940 sf which is 51.2% of the
lot area. Therefore the design is in compliance with the existing subdivision stormwater permit.
Enclosed for your information, please find the following items:
1. Two (2) copies of the above referenced plans.
2. Two (2) copies of the project description, printout from the USDA Web Soil Survey
website, and a portion of the USGS Quad Map and FIRM map showing project location.
3. One (1) copy of the current deed for the property.
If you have any questions or require any additional information, please do not hesitate to call
this office at [phone].
Sincerely,
-;�9� �'
Dougl s A. Abbott, PE
Project Engineer
cc: file
David Shields, Owner
R O. Box 339 Camden, North Carolina 27921
{252} 338-2913 License C-0598
www.hymanrobey.com

i •, .'
3ook: 1130 Page:634
TAX AMOUNT d . 00�'4�
OAMCOLLECCO 1R
Tax Collector Cerlification Ilia( No Delinquent Taxes
Are Due. Datc - 10 Bye Cenification
expires Jan. 611, of the year following certification date.
ow I -1.
�IIil��iilllflll�l�ill��lilllll111i}II�IIii1�ll�li}I
Doc 10: Q02244990002 Type: CRP
Recorded: 07/30/2010 at 04:29:47 PM
Fee Amt: $922.00 Page 1 of 2
Excise Tax: 8350.0
.urrttuck CounNty, NC
'harlene Y Doudv Reqlster of Deeds
t:x 1130 PG634-635
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: 1 Sc) •W
Parcel Identification No. I 23E-000-00 10-0000 & 123E-000-0011-0000Vcrified by County on die
day of , 20
MaiUBox to: Paddi on P. Hudspeth, Aldridge, Seaweil & Spence, P. 0. Box 339 Manteo NC 27954
This instrument was prepared by: Paddison_P. Hudsueth
Brief description for the Index: hots 10 & 11, Currituck Industrial Park r
THIS DEED made this 28th day of July, 2010, by and between:
GRANTOR GRANTEE
SOUTHERN BANK AND TRUST CO. DAVID M. SHIELDS
A NC Corporation
118 Tall Pine Lane
Southern Shores, NC 27949
RECEIVED
JAN 3 0 2012
The designation Grantor and Grantee as used herein shall include saiDWQ.WARO
parties, their heirs, successors, and assigns, and shall includ
singular, plural, masculine, feminine or neuter as required by context.
wITNESSETH, that the Grantor, for a valuable consideration paid by the
Grantee, the receipt of which is hereby acknowledged, has and by these
presents does grant, bargain', sell and convey unto the Grantee in fee
simple, all that certain lot or parcel of land situated in Poplar
Branch Township, Currituck County, North Carolina and more
particularly described as follows:
Being all of Lots 10 and 11, of Currituck industrial Park, as shown on
plats filed in Plat Cabinet I, Slides 279 through 281, Currituck County
Registry.
The property hereinabove described Was acquired by Grantor by
instrument recorded in Book 1116, Page 117, Currituck County Registry,

4 r %
Book: 1130 Page: 635
BOOK 113 0PAGE663r;
All or a portion of the property herein conveyed includes or Y,
does not include the primary residence of a Grantor.
A map showing the above described property .is recorded in Plat Cabinet
I, Slides 279 - 281, Currituck, Registry,
TO HAVE 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, and 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, other than the
following exceptions:
Easements and restrictions appearing of record and all zoning
ordinances and other land regulations applicable thereto.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing
as of the day and year first above written.
Sou
By:
STATE OF _ ,i
COUNTY/CITY OF
I, the undersigned Notar Public of the County and State aforesaid,
certify that S r p onally appeared before me
this day and acknowledged t atzhe is i } of Southern Rank
and Trust Co., a I4C Corporation and that by authority duly given and
as the act of such entity, they signed the foregoing instrument in its
name on its behalf and as its act and deed.
Witness my hand and Notarial stamp or seal this the 2g day of July,
2010.
(NOTARY STAMP/SEAL) Notary Publi
Ay mm'ssion Expires:
5
r OFFICIAL SEAS_"
Notary Pubic. North Carolina
s _ Ij► county of Duplin
hirpberlyN.And Do
MyCommissionb Tres

2=1
PROJECT DESCRIPTION
Outer Banks Amusements
Currituck County - North Carolina
January 18, 2012
Outer Banks Amusements, owned by David M. Shields, is proposing to construct a centralized
warehouse on a 2.6 acre site in Poplar Branch Township of Currituck County. The site is located east of
US Highway 158 in the Currituck Industrial Park near Powells Point. It is currently vacant and is zoned
LM (Light Manufacturing).
Development will include the construction of one (1) building, required parking and driveways,
grassed swales, septic field, the installation of required landscaping and the construction of a water
service and other utilities to the building. Currently the industrial park has public water supply along
existing streets with existing meters available for connection. The septic tank and septic field are located
on the east side of the building. The site is part of the high density industrial park which provides for
stormwater management in the form of a retention basin known as Stormwater Retention Area "A" (see
Stormwater Permit SW7040604, dated May 19, 2005).
The proposed building will contribute 10,500 sf of impervious area. The proposed parking and
driveways will contribute 26,815 sf of gravel surface and 360 sf of concrete pavement (for ADA parking),
and concrete sidewalks will contribute another 265 sf for a total of 37,940 sf of proposed impervious
coverage. An allotment of 20,000 sf of impervious area has been included for future expansion, bringing
the ultimate build -out impervious coverage to 57,940 sf which is 51.2% of the total tract. A small area of
offsite coverage is created by the proposed driveway connection to the existing road.
Drainage Area 1 encompasses the entire tract of 2.60 acres (113,128 sf) including all proposed
on -site impervious areas. Runoff from Drainage Area 1 will be collected in grass lined swales with
minimal necessary pipes that will route all runoff to the existing retention basin to the west. Outflow from
the basin will be directed to an existing drainage ditch which runs north to Currituck Sound.
Per the Stormwater Permit (SW7040604) and the Final Plat for Currituck Industrial Park, the
allowable impervious coverage per lot in this subdivision is 65% of each lot's area. For Lot 10 the
maximum allowable impervious coverage is approximately 73,530 sf. Therefore, ultimate impervious
coverage (57, 940 sf) is well within this allowable value.
The total disturbed area for this development will not exceed 2.6 acres. Limits of disturbance
have been shown on the plans.
RECEIVED
JAN302012
pWQ-WARO
P O Box. 330 Cmidem, Nurlh Catolnm 27921
i7.523 :338-2913 License C-0598
www hyrrranrobey coo

{.luter 13ank;s Amusenlems
Project 100257 - Currituck County
NORMAL DEPTH CALCULATIONS
TRAPEZIODAL C14ANNEL
Ditch 1 (north and west ditch)
Q(10i24)= 4.18 CFS
n= 0.03 (Manninbs "n" for channel) Z(REQ'D)= 1.536563953
S= 0.003 FT/FT (drainage slope)
m= 3 (ditch side slope)
B = bottom width
Y = depth of flow
A = cross sectional area
P = wetted perimeter
B Y
A
P
R
Zav REM
0 0.5
0.75
3.16227766
0.237170825
0.287364659
0 0.6
1.08
3.794733192
0.284604989
0.467286903
0 0.7
1.47
4.427188724
0,332039154
0.704869315
Il 0.8
1.92
5.059644256
0.379473319
1.006361445
0 o.9
2.43
5.692099788
0A26907484
1.377719759
it 0.94
2.6508
5.945082001
0A4588115
1.547112403 OK
VELOCITY IN CHANNEL 1.576882 FPS
USE RIP -RAP APRON FOR VELOCITIES IN EXCESS OF 4.5 FPS

Ditch 2 (south ditch -upper end)
Q(10/24)= iI_24 CFS
n= 0.03 (Mannings "n" for channel) Z(REQ'D)= 0.068337837
S= 0.00i FT/FT (drainage slope)
m= 3 (ditch side slope)
B = bottom width
Y = depth of flow
A = cross sectional area
P = wetted perimeter
B Y
A
P
R
Zav REM
0 0.05
0.0075
0.316227766
0.023717082
0.000619104
l} 0.1
0.03
0.632455532
0,047434165
0,003931072
ti 0.15
0,0675
0.948683298
0,071151247
0.01159013
U 0.2
0.12
1.264911064
0.09486833
0,02496081
11 0.25
0.1875
1.58113883
0.118585412
0.045256993
0 0.3
0.27
1.897366596
0.142302495
0.073592906 OK
VELOCITY IN CHANNEL
0.888889 FPS
USE RIP -RAP APRON FOR VELOCITIES IN EXCESS OF 4.5 FPS
Ditch 3 (south ditch -middle run)
Q(10124)= 3 CFS
n= 0.03 (Mannings "n" for channel) Z(REQ'D)= 0.779795305
S= (1.006 FT/FT (drainage slope)
m= 3 (ditch side slope)
B = bottom width
Y = depth of ]low
A = cross sectional area
P = wetted perimeter
B Y
A
P
R
Zav REM
11 0.5
0.75
3.16227766
0.237170825
0.287364659
{, 0.6
1.08
3.794733192
0.284604989
0.467286903
0 O7
1.47
4.427188724
0.332039154
0.704869315
ti 0.8
1.92
5.059644256
0.379473319
1.006361445
c, 0 73
1.5987
4.616925384
0,346269404
0.788330239 OK
VELOCITY IN CHANNEL
1.876525 FPS
USE RIP -RAP APRON FOR VELOCITIES IN EXCESS OF 4.5 FPS

Ditch 4 (south ditch -low end)
Q(10/24)= 5.31 CFS
n= 0.03, (Mannings "n" for channel) Z(REQ'D)= 1.951950859
S= 0.003 FT/FT (drainage slope)
n1= 3 (ditch side slope)
B = bottom width
Y = depth of flow
A = cross sectional area
P = wetted perimeter
13
Y
A
P
R
Zav REM
5
02
1.12
6.264911064
0.178773488
0,355427428
5
0.3
1.77
6.897366596
0,256619679
0.714767179
5
0.4
2.48
7.529822128
0.32935705
1.18275479
5
0.5
3.25
8.16227766
0,398173174
1,758989954
5
0.6
4,08
8.794733192
0.463914017
2,445029185
5
0.53
3.4927
8.35201432
0.418186544
1.953170058 OK
VELOCITY IN CHANNEL
1.520314 FPS
USE RIP -RAP APRON FOR VELOCITIES IN EXCESS OF 4.5 FPS
Ditch 5 (Ditch 1 + Ditch 4 -- outfall ditch)
Q(10/24)= € 0 39 CFS
n= 0.03 (Mannings "n" for channel) Z(REQ'D)= 3.819353941
S= 0.003) FT/F'I' (drainage slope)
m= 3 (ditch side slope)
B = bottom width
Y = depth of flow
A = cross sectional area
P = wetted perimeter
13 Y
A
P
R
Zav REM
3.25
8.16227766
0,398 173 174
1,758989954
4.08
8,794733192
0.463914017
2.445029185
0.7
4.97
9.427188724
0.527198526
3.243432919
0.IS
5.92
10.05964426
0.588489995
4.157321983
5 0.77
5.6287
9.869907597
0.570289027
3.870828821 OK
VELOCITY IN CHANNEL
1.845897 FPS
USE RIP -RAP APRON FOR VELOCITIES IN EXCESS OF 4.5 FPS

Ditch 6 (Ditch east side of drive to front pipe)
Q(10124)= 1.48 CFS
n= 0.03 (Mannings "n" for channel) Z(RE Q'D)= 0.544046567
S= 6.0113 FT/FT (drainage slope)
m= (ditch side slope)
B = bottom width
Y = depth of flow
A = cross sectional area
P = wetted perimeter
B Y
A
P
R
Zav REM
0 0.4
0.48
2.529822128
0.18973666
0.15849163
0 0.5
0.75
3,16227766
0.237170825
0.287364659
0 0,6
1.08
3.794733192
0.284604989
0.467286903
0 0.7
1.47
4.427188724
0.332039154
0,704869315
n 0.64
1.2288
4.047715405
0.303578655
0.555043429 OK
VELOCITY IN CHANNEL 1.204427 FPS
USE RIP -RAP APRON FOR VELOCITIES IN EXCESS OF 4.5 FPS

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bemarle
& ASSOCIATES, LTD.
October 26, 2006
NCDENR Land Quality Section
943 Washington Square Mall
Washington, NC 27889
ATTN: Mr. Scott Vinson
RE: Benjamin and Joseph Simpson
Lot 2, Currituck Industrial Park
Part of Permit No. SW7040604
Dear Mr. Vinson:
Please find enclosed the Site Plan for development of the above referenced lot. The lot is part
of the Currituck Industrial Park, which was permitted by your office on May 19, 2005.
The lot is accessed off of Fox Knoll Drive. An 18" CMP has been shown at the driveway ditch
with inverts at 6.00. Stormwater is directed via pipe and swale to the ditch along Fox Knoll
Drive. Lot coverage is 32.3%. This letter is to confirm that the site has been designed per the
permit.
Please do not hesitate to call Mr. John M. Delucia, PE should you have any comments or
questions regarding this project.
Sincerely, C R1li///i,
� /
(- � ;a SEAL �.
Jared L. Made\41, PE 029931
Project Engineer9'A �NG1Nfa�����'��
j 'ID
Attachment
cc: 07547D
Currituck County, D.Voliva
Quible, A.Deel
Client
Engineering -- Surveying -- Land Planning
P.O. Box 3989, 115 W Saint Clair St., Kill Devil Hills, NC 27948
Telephone: [phone] Fax: [phone]

is .. � • � ... � ,. •'S ,. ••
it r. � .. s.. .. , r ii .. _ r 1, ` .. r• . i 3 7 e .dr ,

North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P,E., Director
August 5, 2004
Mr. Steve Farr
Farr Developing, LLC
6032 Currituck Road
Kitty Hawk, NC 27949
Subject: Permit No. SW7040604
Currituck Industrial Park
High Density Stormwater Project
Currituck County
Dear Mr. Farr:
The Washington Regional Office received a completed Stormwater Application for the
subject project on August 4, 2004. Staff review of the plans and specifications has determined that
the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC
2H.1000. We are forwarding Permit No. SW7040604 dated August 5, 2004 to Farr Developing,
LLC for the construction and operation of four wet detention ponds and grass lined swales to serve
Currituck Industrial Park located at the East end of Dr. Newbern Road in Currituck County, NC.
This permit shall be effective from the date of issuance until August 5, 2014 and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate system for
operation and maintenance of the stormwater management system will result in future compliance
problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days following
receipt of this permit. This request must be in the form of a written petition, conforming to Chapter
150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings,
6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made this permit
shall be final and binding.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
512 N. Salisbury St., Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] Internet:: h2o,enr.state.nc,us
Nne
orthCarolina
l l/7ff/o/ /h/

Page 2
Mr. Steve Farr
August 5, 2004
If you have any questions, or need additional information concerning this matter, please
contact me at [phone], extension 214.
Sincerely,
Roger K. Thorpe
Environmental Engineer
Washington Regional Office
cc: Quible & Associates
Currituck County Inspections
Washington Regional Office.
Central Files

State Stormwater Management Systems
Permit No. SW7040604
. STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
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
Currituck Industrial Park, LLC
Currituck County
FOR THE
construction, operation and maintenance of stormwater management systems in compliance with
the provisions of 15A NCAC 2H.1000 (hereafter referred to as the "stormwater rules') and the
approved stormwater management plans and specifications and other supporting data as attached
and on file with and approved by the Division of Water Quality and considered a part of this permit
for four wet detention ponds and grass swales to serve Currituck Industrial Park located at the East
end of Dr. Newbern Road in Currituck County, NC.
This permit shall be effective from the date of issuance until August 5, 2014 and -shall be subject to
the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described
in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described on page 2 of this permit, the Project Data Sheet.
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.

Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Receiving Stream:
Classification of Water Body:
DIVISION OF WATER QUALITY
PROJECT DATA
Currituck County Industrial Park
SW7040604
Currituck County
Farr Developing, LLC
6032 Currituck Road
Kitty Hawk, NC 27949
6/1 /2004 (original)
UT to Currituck Sound
SC
Pond #
Area # 1
Area #2
Area # 3
Area #4
Drainage Area:
16.3 ac
12.1 ac
29.1ac
12.1 ac
Total Impervious:
10.7 ac
8.1 ac
18.8 ac
7.9 ac
Wet Pond Depth:
3.0 ft
6.0 ft
6.0 ft
3.0 ft
Required Storage Volume:
43,075 cf
32,386 cf
78,751 cf
31,815 cf
Provided Storage Volume:
119,558 cf
41,103 cf
179,491 cf
189,576 cf
Required Surface Area:
54,246 sf
19,844 sf
46,140 sf
40,269 sf
Provided Surface Area:
75,632 sf
20,333 sf
111,815 sf
54,430 sf
Controlling Orifice:
5 @ 2.0.in
3 @ 2.0 in
10 @ 2.0 in
5 @ 2.0 in
Orifice elevation:
6.0 ft
6.0 ft
6.0 ft
6.0 ft

I
4. No homeowner/lot owner/developer shall be allowed to fill in, alter, or pipe any vegetative
practices (such as swales) shown on the approved plans as pa4. of the stormwater
management system without submitting a revision to the permit and receiving approval from
the Division.
5. The following items will require a modification to the permit: .
a. Any revision to the approved plans, regardless of size
b. Project name change.
c. Transfer of ownership
d. Redesign or addition to the approved amount of built -upon area
e. Further subdivision of the project area.
In addition, the Director may determine that other revisions to the project should require a
modification to the permit.
6. 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.
11. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for construction and maintenance of
the stormwater management system.
a. The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon
surfaces except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
2. The facilities must be properly maintained and - operated at all times. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals. .
3. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency including, but not limited
to:
a. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. lmmediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved plans and specifications

f Debris removal and unclogging of outlet structure, orifice device and catch basins
and piping.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of person
performing the work and what actions were taken.
5. This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
6. Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from an appropriate designer for the system- installed
certifying that the permitted facility has been installed in accordance with this permit, the
approved plans and specifications, and other supporting documentation. Mail the
Certification to the Washington Regional Office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Water Quality.
7. A copy of the approved plans and specifications shall be maintained on file by the Permittee
for a minimum of five years from the date of the completion of construction.
IIL GENERAL CONDITIONS
This permit is not transferable. In the event there is a 'desire for' the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality accompanied- by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits -and may or may
not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with North
Carolina General Statute 143-215.6(a) to 143-215.6(c).
3. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be
required by this Division, such as the construction of additional or replacement stormwater
management systems.

1`
5. The permit may be modified, revoked and reissued or terminated for cause. The filing of a
request for a permit modification, revocation and reissuance or termination does not stay any
permit condition.
Permit issued this the 5 th day of August, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Yr—Alan W . Klimek, P.E. Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7040604

Currituck County Industrial Park
Stormwater Permit No. SW7040604
Designer's Certification
I, , as a duly
registered Professional Engineer in the State of North Carolina, having been authorized to observe
(periodically/weekly/full time)
the construction of the project,
for
(Proj ect)
(Project Owner)
hereby state that to the best of my abilities, due care and diligence was used in the observation of the
project construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
Signature
Registration Number
Date

e. ► . .. A
RECEIVED
Stormwater Management Plan Narrative (Revised)
Currituck Industrial Park APR 2 0 2005
May l l , 2004
Revised 7//05 DWQ_WARO
General
The following narrative will detail the proposed stormwater management system to serve proposed roadway and
future lot built -upon area for the proposed Currituck Industrial Park Subdivision. A high density permit is being
pursued for this project.
The Currituck Industrial Park subdivision is located at the (east) end of Dr. Newbern Road (SR 1 l 1 6i), approximately
2000 feet east of the intersection of Dr. Newbern Road and U.S. 158. As per state regulations, a high density permit
will be pursued. The proposed development will ultimately consist of building construction, paved drive -aisles and
parking, concrete walks, and stormwater management improvements. The Currituck Industrial Park Subdivision is
situated on 72.43 acres. The proposed stormwater management method will consist of grassed roadside conveyances
linked to four separate wet basins with adequate storage to hold the runoff generated by a 1 " rainfall event. The
following narrative will summarize the parameters of this design which will illustrate an effective stormwater
management system in full compliance with all state regulations.
Summary of Existing Conditions
The Currituck Industrial Park subdivision is located at the (east) end of Dr. Newbern Road (SR 1 1 16), approximately
2000 feet east of the intersection of Dr. Newbern Road and U.S. 158 in Poplar Branch Township, Currituck County.
The entire site is currently undeveloped and consists of approximately 85% farm field and 15% woodland. There are
no discernable existing stormwater controls and the bulk of stormwater runoff is allowed to flow overland toward an
outfall ditch which rings the site.
Summary of Proposed Conditions
Stormwater management improvements will be needed to control the runoff fi'om proposed impervious construction.
The post -construction site will consist primarily of four drainage areas which drain separately to four wet basins
located in the northwest, northeast, southeast, and southwest corners of the site. Runoff within each of these
drainage areas will be collected in proposed roadside swales and conveyed to the respective wet basins. Each of the
four Wet Basins is designed with adequate capacity to retain and treat the first inch of runoff from any given storm.
The ponds are proposed to be "off-line" and basin overflow structures are located outside the main basins within the
contributing conveyances providing a true "bypass" of excess flows. It should be noted that the total storage
capacity of each of the proposed wet basins is considerably in excess of the temporary storage (I " runoff) required.
This is due to the wet basins also providing short-term temporary storage above the state's requirements in order to
satisfy a pre / post stormwater quantity requirement of Currituck County. Total temporary storage provided for each
basin is in the 5 inch to 6 inch (runoff) range.

Stormwater Collection, Treatment, Storage and Disposal
Collection
The stormwater runoff will be collected and directed via site grading, roadside swales, and V-swales to discharge to
the wet detention ponds. Where necessary, swales will be interconnected via culverts.
Treatment
Runoff from paved areas will sheet now to roadside swales, which will then convey runoff to the wet detention
basins. Large particulates and debris will accumulate along the roadside swales. Additional filtering will occur
within the vegetation of the proposed roadside V-swales along with some infiltration (the flow path for a large
portion of the proposed development will be very long providing a substantial opportunity for significant pre-
treatment of runoff within the swales).
The roadside v-swales will discharge to the pond forebays via ditch sections located near the bypass overflow
structure at each pond. Once the runoff reaches the basins it will pass through a vegetated shelf on its way into the
forebay area. This vegetated shelf will exist around the entire perimeter of the wet pond permanent pool. It shall be
constructed at a 6: l slope and have a width of 6 feet around the entire permanent pool and the majority of the
forebay area. This shelf is to be vegetated with the following native wetland species Typha augustifolia. Typha
latifolia, Juncus roemerianus, Juncus effitsus and Baccharis halimifolia. The placement of the Typha augustifolia,
Typha latifolia, Juncus roemerianus and Juncus eff tsus will be on 2 toot centers and Baccharis halimifolia on 5 foot
centers. The Baccharis halimifolia shall be placed at the upper limit of the season high water table or on the dry side
of the season high water table elevation in order to ensure the successful growth of this organism. In other words the
root zone may be saturated and the organism can be subjected to occasional flooding but should not be submerged at
all times. This vegetative shelf will act as the point of primary pollutant filtration and nutrient uptake. As the
permanent pool undergoes seasonal fluctuations in water level and changes in depth due to precipitation, the
stormwater runoff will pass repeatedly throughout the vegetation of the shelf actually assisting in bringing pollutants
and nutrients in contact with the vegetated shelf as well as flushing this shelf periodically. This shelf will provide the
same natural filtration function as naturally occurring wetland fringes and salt water marsh areas. The forebay is a
pocket within the pond where the water enters a depression that allows for energy dissipation and sediment removal.
As the runoff exits into the water surface the energy is diffused by the relatively large body of stationary water and
therefore sediment removal occurs due to the particulates no longer being suspended by the turbulent flow. The
forebay is surrounded by a forebay wall which consists of a submerged vegetated shelf existing approximately 1 foot
below the permanent pool elevation. The elevation of the forebay wall is necessary to sustain the wetland plant
species to be planted there. The species best suited for this area are those that can exist and flourish in water
saturated soils such as the Needle Rushes (Jatttcus roemerianus, Juncus efj`usus) or the cattails (Typha augttstifolia,
Typha latifolia). Once the vegetated forebay wall becomes well established with plant growth this wall will act as a
strainer filtering the water prior to its entering the permanent pool. This vegetated forebay wall will act as a
secondary method of filtration. The season mean high water table, based on observation of the existing on -site pond,
occurs at an elevation of approximately 6.0 feet MSL. The season mean high water table will be considered the
upper limit of the permanent pool. The storage provided by this system will exist from the permanent pool elevation
to the top of the temporary pool elevation. The side walls of the temporary pool will be vegetated according to the
general seeding specifications found in the enclosed plan set. When stormwater runoff begins to accumulate above
the permanent pool elevation the pond level will increase and the vegetated side walls of the temporary pool will
provide further filtration of pollutants and nutrient uptake. The extended duration time within the forebay will allow
for particulate matter to settle to the bottom. In addition the entire pond, sized for greater than a l inch storm, will
offer an extensive storage time allowing for maximum settling. The wet pond has been designed to accommodate
90% Total Suspended Solids (TSS) removal and storage. The surface area to drainage area (SAIDA) calculations
reflecting the 90% TSS removal have been enclosed and can be found within the calculations section of the
appendix. The wet pond as a stormwater management plan method will offer many excellent opportunities for
stormwater treatment.

.Storage
This wet detention pond system will offer a portion of storage above the ground surface and a portion of storage
within the void spaces available in the subsurface. Within Drainage Area 1, the runoff generated by a 1.0 inch storm
will require 43,07.5 ft' of storage. 'Temporary storage provided in Wet Basin I is 119,558 cf. Within Drainage Area
2, the runoff generated by a 1.0 inch storm will require 32,386 ft' of storage. Temporary storage provided in Wet
Basin 2 is 35,715 cf. Within Drainage Area 3, the runoff generated by a 1.0 inch storm will require 75,751 ft' of
storage. Temporary storage provided in Wet Basin 3 is 179,491 cf, Within Drainage Area 4, the runoff generated
by a 1.0 inch storm will require 31.815 ft3 of storage. Temporary storage provided in Wet Basin 4 is 261,909 cf,
Additional unaccounted storage is available within the subsurface below the side slopes of the temporary storage
down to the water table.
Dis osal
As discussed in previous sections a significant portion of stormwater runoff entering this management system will be
infiltrated. The system has been designed with additional storage so that this site will have the capability to handle in
excess of a 1.0 inch storm when such a weather event should occur. In addition to infiltration, flows in excess of the
" storm are discharged to the site perimeter outfall ditch via outfall weir / orifice structures located at the bypass for
each wet basin.
Soils
After numerous visits to the site by Quible & Associates staff the site indicates that a majority of the soils found
throughout this site are composed of soils (CnA & To). These soil types will have moderately rapid and moderately
slow (respectively) infiltration rates in naturally occurring soils. The following list are the soil types found at this
project location.
CnA - Conetoe loamy sand, 0 to 3 percent slopes. Permeability is moderately rapid with rates of 2 - 6 inches per
hour.
To - Tomotley fine sandy loam. Permeability is moderate to moderaely slow with rates of 2 to 6 inches per hour.
The soil types found in the field correlate with the descriptions mapped and discussed in the United States
Department of Agriculture, Soil Conservation Service, Soil Survey of Currituck County, North Carolina. A
photocopied soils map with site location has been included within this narrative. A copy of the Soils Report by
Environmental & Soil Service is also included in the appendix.
Calculations
A set of sample calculations can be found within appendix portion of this narrative.
Conclusions
The proposed stormwater management plan for this site will handle in excess of the 1.0 inches of stormwater runoff
generated by all surfaces, pervious and impervious located on this site by incorporating roadside swales, V-swales,
and four wet detention ponds. The proposed system will offer preliminary, primary and secondary methods of
treatment as well as an alternate method of disposal should the capacity be exceeded. This proposed design should
more than adequately serve the stormwater management requirements of this site.

1
JOB
SINCE 1959
Quible
SHEET
SHEET NO. OF
Quible & Associates, P.C.
CALCULATED BY DATE
ENGINEERING • ENVIRONMENTAL SCENCES • PLANNING • SURVEYING
8 Juniper Trail • P.O. Drawer 870 • Kitty Hawk, NC 27949
CHECKED BY DATE
Phone [phone] • FAX [phone] • E-Mail: quible@earthlink net
SCALE

U�.. � Y v4-

' S1NCE 1959
Quible
Quibie & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PiANN1NG • SURVEYING
1
8 Juniper Trail • P,O (Drawer 870 • Kitty Hawk, NC 27949
Phone [phone] • FAX [phone] • E-Mail: [e-mail]
JOB 4 )i [ 7 C4.kr, -Z, J, Pli'
SHEET NO. i OF
CALCULATED BY 1)• �)G',i\ DATE � 11 6°`
CHECKED BY
SCALE
DATE

Quible SINCE 1959
JOB_ f) 11 l 7
SHEET NO.
OF
Quible & Associates, RC,
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
{
8 Juniper Trail • P.O. Drawer 870 • Kitty Hawk, NC 27949
Phone [phone] • FAX [phone] • E-Mail: [e-mail]
CALCULATED BY LJ V c s I. DATE L' Z C —
CHECKED BY
SCALE
DATE
.
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Qu'ible SINCE 1959
Quibie & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
8 Juniper Trail • P.O. Drawer 870 • Kitty Hawk NC 27949
Phone [phone]DO • FAX [phone] • E-Mail: qu'[e-mail]
JOB 0 1 I! 2 T U b k Is:
SHEET NO.
OF
CALCULATED BY J DATE _ 1 1 _
CHECKED BY
SCALE
DATE

i ,
Quible
Quible & Associates, P.C.
P.O Drower870
KlFty Howk, NC 27949
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
Phone, 252-261-3300
SINCE 1959
Fox, 252-261-1260
April 19, 2005
RECEIVED
APR 2 0 2005
Mr. Roger Thorpe ��r p
NCDE & NR Dyyppff Q-IWARO
Division of Water Quality
943 Washington Square
Washington, Noah Carolina 27889
Subject: Stormwater Management Permit # SW7040604 Modification
Currituck Industrial Park - Poplar Branch
Currituck County, North Carolina
Dear Mr. Thorpe,
PRINCIPALS
Sean C. Boyle. P.E.
Joseph S. Lassiter. C.E.P.
Eduardo J, Voidlvleso, P.E.
ASSOCIATES
Joseph J. Anlouf. P.E.
Karherine C. MorchePlo. P.L.S.
Dc d S Neff
Currituck County is proposing the construction of a water tower within the Currituck Industrial
Park, which will require a modification to the above referenced permit. The water tower is to be
constructed on a peninsula that extends in to the middle of wet basin 1. The wet basin will serve
as the 100 foot water tower "fall zone" buffer. To accommodate the water tower site, the area of
wet basin I has been expanded, thus preserving the originally approved pond volume.
Attached, for your review, is a Stormwater Management Permit Modification Application, a copy
of the revised plans for wet basin 1, revised calculations, and a revised narrative. The revisions
to the plans, calculation, and narrative are specific only to the wet basin 1 reconfiguration.
The new design complies with the existing permit's regulations. The proposed changes actually
represent improvements to the previously submitted design as the basin's temporary storage
volume is slightly larger and the flow path within the basin has been significantly increased.
The following items are included and shall be considered part of this submittal package.
• Review fee check for $420.00
• Two Copies of the Stormwater Management Permit Application Form
• One Copy of the Wet Detention Basin Supplement
• Stormwater Management Plan Narrative (Revised 4-4-05)
• Calculations and Supporting Data
• Two sets of plans (Sheets 1, 2, 15, and 16; Revised 1-14-05)

f
At your earliest convenience please review the enclosed plans and calculations for adherence to
Your regulations. If you have any questions, or require any additional information, please do not
hesitate to contact me a [phone].
Thank you for your assistance with this project.
Sincerely,
Quible & Associates, P.C.
A-, lt:5�
Derek A. Dail, E.I.
enc: As stated
cc: Mr. Steve Farr

Quible
Quible & Associates, RC.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
August 3, 2004
Mr. Roger Thorpe
NCDE & NR
Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27889
Re: Revised Plans - Stormwater Management Plan
Currituck Industrial Park- Poplar Branch
Currituck County, North Carolina
Dear Mr. Thorpe:
P.O. Drawer 870
Kitty Hawk, INC 27949
Phone [phone]
Fax:[phone]W
PRINCIPALS
Sean C. Boylo. P.E.
Joseph S. Lassltet C.E.P.
Eduardo J. Voldivieso. P.E.
ASSOCIATES
Joseph J. Anlaut P.E.
Katherine C. Marchello, P.L.S.
David S, Nett
RECEIVED
AUG - 4 2004
DWQ-WARD
As per your phone message, enclosed, please find two copies of sheet 15 of the above referenced plan
set. This sheet includes a detail of the proposed pond outlet device along with a table giving specific
information about each of the four outlet devices.
If you have any questions, or require any additional information, please do not hesitate to contact me at
[phone].
Thank you for your assistance with this project.
Sincerely,
Quible & Associates, P.C.
David A. Deel, P.E.
enc: as stated

Quible
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
July 15, 2004
Mr. Roger Thorpe
NCDE & NR
Division of Water Quality
943 Washington Square Mall
Washington. North Carolina 27889
Re: Additional Information - Stormwater Management Plan
Currituck Industrial Park- Poplar Branch
Currituck County, North Carolina
Dear Mr. Thorpe:
P.Dr O. ower 870
Kitty Hawk, NC 27949
Phone:[phone]
Fox:252-261-1260
PRINCIPALS
Sean C Boyle, P.E.
Joseph S. Lassiter. C.E.P.
EduardoJ. Valdivieso, P.E.
ASSOCIATES
Joseph J. Anlaut P.E,
Katherine C, Marchello, P,L.S,
David S. Nett
�EC
JUL 16 «o N
DWQ- ARU
Pursuant to our phone conversation yesterday. enclosed, please find two copies of plan sheets 14 and 15 for the
above referenced project. These stormwater detail sheets should be added to the plan sheets already sent
(sheets 1-5) to provide complete stormwater management construction information.
Also, with respect to the question of easements around the stormwater wet basins: I discussed the
ownership/maintenance of these basins with the owner. The proposed wet basins are located on common open
space within the subdivision. This land will ultimately be owned by the subdivision's Property Owner's
Association. Responsibility for maintenance of these basins will also ultimately reside with the Property
Owner's Association. Due to the fact that ownership and maintenance responsibilities will reside with the
same entity, easements should not be required (an easement would create redundant rights).
Thank you for your assistance with this project. If you have any questions, or require any additional
information, please do not hesitate to contact me at [phone].
Sincerely.
Quible & Associates. P.C.
b ^
' L
David A. ee . P.E.
enc: as stated

Date Received Fee Paid I Permit Number
J UN — 1 2004 1 � H-nl) 1 4 &/ -7 0 40 G) o q-
DWQ-WARD 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
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
2.. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
.S1eli
3. Mailing Address for person listed in item 2 above:
Cum r near!
City: 140u! L State: IliL- Zip: Z f 9Q � --•-
Telephone Number:
4. Project Name (subdivision'. facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
r j �, r� � • r r'1 �'c� �
5. Location of Project (street address):
e
City:_ PofDlat�...�c, 7n�, ,�-,L�_re� rl Gl {t County: i i r
6. Directions to project (from nearest major intersection):
r
.S Il16 Art, 11..5. 15,L !
. _ J 7. Latitude: Longitude:.
8. Contact person who can answer questions about the project:
of project
Name:_ N ,I rl A, Oe-1 e G'. c — Telephone Number: (7 6 :Z ) Z 61 - 1 7 6 O
II. PERMIT INFORMATION:
1. Specify whether project is (check one): XNew ' Renewal Modification
Form SWU-101 Version 399 Page 1 of 4

existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major XSedimentation/Erosion Control �404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project. . . 1
- S �Of}N Wa I N/ _ i GCi Pee erJ�e, ['1�» ,�rprr 1/1_C3_- r77(rrS;r1,- _5 L oh < ff%, ojl Qr?-1
Lt)e4 Left-jio" FiGSi„n (4.f30.51, ,i LC60t&j�_jn fie _Qo/. „j24''V/.1 oF_ �Lip .5de
2- Stormwater runoff from this project drains to the P, -1400 kt.'X River basin.
3. Total Project Area: 72,43 acres 4. Project Built Upon Area: _6 %
5'. How many drainage areas does the project have? 5
6.. Complete the following information for each drainage area. If there'are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Sasim orma#xgn {. A
Dxauiage Areal
� Diaina ari0.r a 2
Receiving Stream Name
Receiving Stream Class
Drainage Area
e f 6,- 144 Tcl b le
Existins Impervious* Area
Proposed Im ervious'Area
% Impervious* Area (total)
ervious ,5urfacp .....a
k i'.wh
9 Drama e Area 1
` Uxarna a Azea 2f �$
On -site Buildings
On -site Streets
On -site Parking
Sepru� er ahle .
On -site Sidewalks
Other on -site
Off -site
Total:
Total:
" Impervious area is defined as the built upon area including, but not Iimited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form 5WU-10t Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived?_ LL_J0 C_A 89L _Lat) L111! _
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions; outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
1. Thefollowing covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not. be changed or deleted without the consent of the State.
2. No more than _ 6.51 -squaro esi�of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runofJ`from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above,_that .the covenants will be. binding on all parties and
persons claiming under them; that they will 'run•with the land, that the, required covenants'canriotbe changed or ^~'
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these farms.
Form SWU-102 . Wet Detention Basin Supplement �; .. - :, •,,,; ., �, L �� ...„ , . , , • f r
Form SWU-103 Infiltration Basin Supplement
Form SWU-104 Low Density Supplement
Form SWU-105 Curb Outlet System Supplement
Form SWU-106 Off -Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
Form SWU-10I Version 3.99 Page 3 of 4

V1. SUbM117"ALREQUIREMENIS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be'~
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
_ If you wish.to designate.authority.,to another. individual or firm so that they may-provide,infonnation on-your-�'•-"•_ -
behalf please"cornplefi this section- _..., .
Designated agent (individual or firm): Qui W 4 PC
Mailing Address: 2, 0. P 70
City: K i t t/ / State: N C_ _ Zip: 2 729 Y _
Phone: ( 2 6 .2 ) Z 6I - 3300 Fax: (-.2 .2 6/ - /160 _
VIII. APPLICANT'S CERTIFICATION. -
- . .1 - ' - _ � ... .-.S .i' a �� - � . ..i ' :� r - .V';4.,,. ^•1 _
I, (print or type name of person listed in General Information, item 2)
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will Pe constructed in conformance with the approved plans, that the required deed restrictions
and prote 've cov, is will be recorded, and that the proposed project complies with the requirements of 15A
NCAC .1 00.
5
L
Signa y ��l Date: 5
Form SWU-101 Version 3.99 Page 4 of 4

4'
Basin Information
Drainage Area i
Drainage Area 2
Drainage Area 3
Drainage Area 4
Drainage Area 5
Rec. Stream Name
c,�riUc 5nr�r�1
(��1fri111Lid SC�iSHCf
��1rr ir�� 5our�cl
��1rri3�c1✓ _5ounrl
Currritrcl 5or�nr
Rec. Stream Class
z
aL
5C`
SC
SL
SC
Drainage Area
711 - 6 7 j�
5? , d d 7 s
1 2,9
52 t. % t) :.
126, 97 s;
Ex. Imperv. Area
O
Prop. Imperv. Area
4A: 2-2
>64 1'F
F 19. RPr 4F
345. gP,h 5f
% Imperv. Area
6 8 %
67, 3
6-5. 10
Im ervious Area
Drainage Area 1
Drainage Area 2
Draina e Area 3
Drainage Area 4
Drainage Area 5
On -Site Buildings
On Site Streets
21 22G, s;`
d 3 s-�
7 4 /1 st
2 P 4 P - i
5. 10 F. Tf
On -Site Parking
On -Site Sidewalks
744 q56
.37. 79A.14
7;2,4 77 s�
l�17.2_4R 4
Other On -Site
FvM. Lo f Derelvp,
l F0vyd' i.ej _Dej)e1ep .
Fofv •E Lair Develcp.
Fvio►e, Lc$ Develop.
Off -Site
Q
D
Total:=468, 2z2_4
Total: ,� r .:18q ;
Total: g jy �g8 �t
Total: r� 8 65
Total: �,106

. � F
f
{
L s
5

Quible
Quible & Associates, P.C• (��p Iy
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING RECEIVED
May 27, 200,fINCE 1151
1
Mr, Bill Moore JUN ` 12004
NODE & NR
Division of Water Quality g'�1fV��_lfil A ��
943 Washington Square Mall ��.•I1
Washington, North Carolina 27889
Re: Stormwater Management Plan (High Density Application)
Currituck Industrial Park- Poplar Branch
Currituck County, North Carolina
Dear Mr. Moore:
P.O. Drawer 870
Kitty Hawk, NC 27949
Phone:[phone]
Fax: [phone]
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lossiler, C,F.P.
Eduardo J. Voldivieso, P E.
ASSOCIATES
Joseph J. Anlaut. P E.
Katherine C. Marchello, P.L.S.
David S Neff
On Behalf of Mr. Steve Farr, Quible & Associates, P.C. hereby submit for review and approval a North Carolina
Division Of Water Quality, Stormwater Management Permit Application package for the Currituck Industrial Park.
The Currituck County Industrial Park Subdivision currently consists of 72.43 acres of undeveloped land which is
proposed to be subdivided into 50 Commercial lots for future development (65% maximum lot coverage within the
proposed subdivision). The site is located at the (east) end of Dr. Newbern Road (SR 1116), approximately 2000
feet cast of the intersection of Dr. Newbem' Road and U.S. 158 in Currituck County.
The project falls within the high density classification and the stormwater management plan will consist of grassy
roadside infiltration swales, and a four wet detention basins. The enclosed narrative will explain in detail the
stormwater management of this site.
The following items are included and shall be considered part of this submittal package:
I . Rcvicv; Fee Check for $420.00
2. Two (2) Copies of the Stormwater Management Permit Application Form
One (1) Copy of the Wet Detention Basin Supplement
• 3. Stormwater Management Plan Narrative
• 4. Calculations and Supporting Data
5. Two (2) sets of plans
Please contact me with any questions or requests for additional information at [phone].
Sincerely,
Q 'ble & As ci tes, PC
C
avid A. ce , P.E.
cnc: as stated
cc: Mr. Steve Farr

Quible
Quible & Associates, RC,
ENGINEERING • ENVIRONMENTAL SOENCES • PLANNING • SILUVEVING
SINCE 1959
July 26. 2004
Mr. Roger Thorpe
NCDE & NR
Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27889
Re: Revised Plans - Stormwater Management Plan
Currituck Industrial Park- Poplar Branch
Currituck County, North Carolina
Dear Mr. Thorpe:
RECEIVE-D
h
JUC'2 8 2004
DWQ-WARD
P,O, Drawer 870
Kitty Howk, NO 27949
Phone: [phone]
Foxe 252-261-1260
PRINCIPALS
Soon C. Boyle. P.E.
Joseph S. Lassiter, C.E.P.
Eduordo J, Vold'Nleso, P.E.
ASSOCIATES
Joseph J. Anlaul, RE
Kotherine C. Marchello, P.L.S.
David S, Neff
As per our phone conversation, we have relocated the outfall structures in the proposed wet basins in order to
maximize travel time for stormwater within the basins. Basin #2 was also reconfigured to accommodate this
change.
Attached, for your review, please find two copies of revised plans (Sheets 1-5, 13 & 14) and revised
calculations and narrative. The only revisions to the calculations and narrative are specific to the Basin 2
reconfiguration (the storage volume available within basin 2 actually increased with the reconfiguration.
At your earliest convenience, please review the enclosed plans and calculations for adherence to your
regulations. If you have any questions, or require any additional information, please do not hesitate to contact
me at [phone].
Thank you for your assistance with this project:
Sincerely,
uible & Associates. P.C.
A"/-C. L
David . Deel, P.E.
enc: as stated

Hydrologic Sail Group-Currituck County, North Carolina
OBX Amusements
Hydrologic Soil Group
Hydrologic soil Group Summary by Map Unit -- Currituck County, North Carolina (NC053)
Map unit symbol
Map unit name
Rating
Acres In AOI
Percent of A01
Bp
Borrow pit
AID
0.6
24,4%
CnA
Conetoe loamy sand, 0 to 3
percent slopes
A
0.8
31.8%
No
Nimmo loamy sand
BID
0.0
0.5%
To
Tomolley fine sandy loam
BID �
1.1
43.3°%
Totals for Area of Interest
2.6
100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive precipitation
from long -duration storms.
The soils in the United States are assigned to four groups (A, B. C, and D) and
three dual classes (AID, BID; and CID). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly
wet. These consist mainly of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
Group C. Soils having a stow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of water
transmission,
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or clay layer
at or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (AID, BID, or CID), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in their
natural condition are in group D are assigned to dual classes.
USDA Natural Resources Web Soil Survey 114/2012
"W= Conservation Service National Cooperative Soil Survey Page 3 of 4

Hydrologic Soil Group-Currituck County, North Carolina
OBX Amusements
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff: None Specified
Tie -break Rule: Higher
USDA Natural Resources Web Soil Survey 11412012
'"� Conservation Service National Cooperative Soil Survey Page 4 of 4

10'
f12
A090
OUTfEL.WK!
IDS EN"T;
Illlllliti
a
e.
XAS
Ile
Bon gra{3
FEET t• 1
�1.
75`K'30" 122 2 93n 000 F F E I
Produced bu the United State Geological Sur>vev
Control by USGS and NOSINOAA
Orthophotonrip prepared from aerial photograph taken
March 2. 1977. Topographic bu phniograrnrneiric methods
from aerial photographs taken 1975 and planetable
surveys 1980. Field checked 1977. Map edited 1982
Selected lipdrographic dom compiled from NOS chart 12204 (198U
This informatimi is not intcnded for nnvigatirtnol purposes
Projection end 10.000-foot urid belts: North Carolina comclilrate
system (Lamhert confornivi conic)
1000-meiei Universal Transverse Mercator m-id. zone 18
1927 North Aimricim Datum
'in place un rite prudictcd North Antelican Doturlt 1983
move the pPojer_tirm lines 11 moiers <riuilt and
31 ntctiers , °ccl r,.; 0-iown Iry rlashr rl , (o-Iwi fickt
I
sm
(
I
1000

STATE OF NORTH CAROLINA FIRM PANEL LOCATOR DIAGRAM
2 990 000 FEET
M 000 FEE' f —" -
a001 — v
56, 09,
DATUM INFORMATION
The project toe used in the preparation of thes map was the North Carobna
State Plana IFIPSZONE 3200), The horizontal datum was the North American
Datum of 19M. GRS60 ellipsoid Ddferrences in datum, ebipsad. pfolection. or
Un.versal Transverse Mercator Zones used in the oroduction of FIRMs for adjacent
IVnnsdicoons may result in slight wsitionai differences in map leatures across
I usdtcti chat boundaries, These ddlemnCes 00 not affeCt the accuracy of this
FIRM- All coordinates on this man are �n U.S. Survey Feel, where
1 U.S. Suwey %o1 - 1200/3937 Meters.
Flood elevatians on INS map are referenced to the North American V0r1iCaI
Datum pf 1988 NAVE)B81 these hood elevations must be compared to suuctufe
and gr—, c1eve1-9 refnrenced to the same vertical datum. An average
offset between NAVD BB and the National Geodetic Vertical Datum of 1929
lNG D 291 has been computed for each Norlh Caroline c unty_ Thu offset was
then applied to the NGVD 29 flood elevations that were not revised during the
creation of his
slalawide format FIRM The offsets for each county shown on
this FIRM panel are shown In the vertical datum offset table below. Where a
county bpundary and a flood,ng source ,rilh unravised NGVD 29 flood aievahons
are coanc+dent, an individual offset has been calculated and applied during the
creation of this atato-0e lateral FIRM See Secoor 6.1 of the accompanying
Flood insurance Study rapon to obtain further Inforrnatfon on the conversion
of elevations between NAVD W and NGVD 29. To obtain current elevation.
descnotia+, and/or location inlormatidn for beech marts shown on tnrs map_
Please contact the North Carolina Gdodetrc Survey at the address shown below
you may also contact the Inlormatlon Sernces Branch of the National Geodetic
Survey at [phone]. or vtsd As webSde at www.ngs.noaa g
Kenn Carolina Geodetic S.-ey County Average Vertical Datum Offset Table
t21 West Jones Street C—.y VerrKy Unum peter 141
Raleigh, NC 27601 mruc+
i9191 733-306
�yYyw ocas.stafe.nc.Us
E r rm NAVE) M - NGV0 29 * I-0 911
!
Is, �030
AM 0
JOINS PA `IE
15' 50' 00'
a75 —
,r .1�M
jZ-Ili -Zoos)

MEW -�, 4BX AMUSEMENTS
ctrg
-&ffflefr jk
• :1.4:.: •_r. e,
Rzaitia
t a.Y flmtlrp • F�ruera'� :1�r
S R ✓4✓7
• vr..+nJ+As
—lip: hvinwn�
tCiGll fi0OV- Wag
F1i1J is ,.1
rwoov- No aft's, A'
— Ft. era ire Slreama
—I,terM 'a Mg--vW
!xvr FMOdrji- '-anaq Zone
r
—
-wxa.ireas
- ui;r F�q ,gMeaar � r
4
� mare: 8cuaas,e5
� �•:rmlravroi runsd t0ans
_ Elul Faces flnJOCA ( "yerrla
_1 ''::g 9:d :3�rtl R�ati.: :t °Y✓!IGlItS
-r: O&KbJ. SOW"
[
LrSC� _4Cire5
f
0 a00 Feet
FRc IV
North Carolina P+(jEL
Floodplain Mapping Program i e 3J '-

6. 9' 2-
Hydrologic Soil Group—Cumtucic County, North Carolina
{OBX Amusements)
>_<�-, i:a,;t, U44 10 424440 424470 424500 424530 424560 424590 424620
r
O
Ar
R
3 # g
At g
. "
4 NS� ,<
f �-
4�� I f
.. 411
0
424350 424380 424410 424440 424470 424500 4241130 424620
N Map Scale 1.1,470if prntetlon A sae 18 Y x 11^I sheet.
0
N t4lerers
0 20 40 80 izo
Feet
n 50 100 200 300
Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
36� B• r
<2 �
a
s
1 /412012
Page t of 4

Hydrologic Sal Group-Cumtuck County. North Carolina
(OBX Amusements)
MAP LEGEND
Area of Interest IAOI)
Area of Interest (ACI)
MAP INFORMATION
Map Scale: 1:1.470 if printed on A size (8.5' a 11'Sheet .
The soil surveys that comprise your AOi were mapped at 1:20,000.
Soils
Soil Map Units
I Warning: Soil Map may not be valid at this scale.
Soil Ratings
Enlargement of maps beyond the scale of mapping can cause
A
misunderstanding of the detail of mapping and accuracy of soil line
placement The maps do not show the small areas of contrasting
[]
A1D
soils that could have been shown at a more detailed scale
s
Please rely on the bar Scale on each map sheet for accurate map
Q
BID
measurements.
[]
C
Source of Map: Natural Resources Conservation Service
C/O
Web Soil Survey URA_httpl/weebsoilsurvey.nrcs.usda.gov
Coordinate System. UTM Zone 18N NA083
0
D
This product is generated from the USDA-NRCS certified data as of
Not rated or not available
the version date(s) listed below.
Political Features
Soil Survey Area: Currituck County, North Carolina
i
Cities
Survey Area Data Version 11. Sep 26. 2008
Water Features
Date(s) aerial images were photographed 9124/2006
Streams and Canals
The orthophoto or other base map on which the soil lines were
Transportation
compiled and digitized probably differs from the background'
Rails
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
�y
Interstate Highways
US Routes
Major Roads
Local Roads
US[-),% Natural Resources Web Soil Survey 1/4/2012
Conservation Service National Cooperative Soil Survey Page 2 of 4