SW7021107_HISTORICAL FILE_20030227

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PER MIT NO.
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATI ON INSPECTION
DOC DATE
YYYYMMDD

O� W A
Michael F. Easley, Governor
Willem G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Corn 1 ��7
> --i - Alan W. Klimek, P.E., Director
".4iPmor -IC
Dmsion of Water Quality
DIVISION OF WATER QUALITY
February 27, 2003
Mr. Daniel F. Scanlon, II
Currituck County
PO Box 39
Currituck, NC 27929
Subj ect: Permit No. SW7021107
Maple Industrial Complex
High Density Stormwater Project
Currituck County
Dear Mr. Scanlon:
The Washington Regional Office received a completed Stormwater
Application for the subject project on February 24, 2003. 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.
SW7021107 dated February 27, 2003 to County of Currituck for the
construction and operation of grass swales and two wet detention
ponds to serve Maple Industrial Complex located at the Maple
Airport in Currituck County.
This permit shall be effective from the date of issuance until
February 27, 2013 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, P.O. Drawer 27447, Raleigh, NC 27611-7447.
Unless such demands are made this permit shall be final and
binding.
943 Washington Square Mail Washington, N.C. 27889 Telephone [phone] FAX [phone]

Daniel Scanlon
February 27, 2003
Page Two
If you have any questions, or need additional information
concerning this matter, please contact Roger Thorpe at (252) 946-
6481, extension 214.
Sincerely,
A"�" le-
/-Vjlm ulligan
Water Quality Regional Supervisor
Washington Regional Office
cc: Quible & Associates
Currituck County Inspections
Washington Regional Office
Central Files

State Stormwater Management Systems
Permit No. SW7021107
STATE OF NORTH CAROLINA
DEPARTI�ENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEI-ENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143,
General Statutes of North Carolina as amended, and other applicable
Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
County of Currituck
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 grass swales
and two wet detention ponds to serve Maple Industrial Complex
located at the Maple Airport in Currituck County.
This permit shall be effective from the date of issuance until
February 27, 2013 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.

DIVISION OF WATER QUALITY
PROJECT DATA
Project Name: Maple Industrial Complex
Permit Number: SW7021107
Location: Currituck County
Applicant: County of Currituck
Mailing Address: PO Box 39
Currituck, NC 27929
Application Date: 11/12/2002 (original)
Receiving Stream: UT North River
Classification of Water Body: C - Swp
Site Area:
Total Impervious:
Pond Depth:
Required Storage Volume
Provided Storage Volume:
Required Surface Area
Provided Surface Area:
167 ac
79.4 ac
3.0 ft
331,607 cf
384,298 cf
385,550 sf
549,890 sf
Controlling Orifice: 1.5 ft weir @ elev 8.6 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 part 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.
II. 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:

0
I
a. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved
plans and specifications
f. Debris removal and unclogging of outlet structure,
orifice device and catch basins and piping.
4. Records of maintenance activities must be kept and made
available upon request to authorized personnel of DWQ. The
records will indicate the date, activity, name of person
performing the work and what actions were taken.
5. This permit shall become voidable unless the facilities are
constructed in accordance with the conditions of this permit,
the approved plans and specifications, and other supporting
data.
6. Upon completion of construction and prior to operation of this
permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that
the permitted facility has been installed in accordance with
this permit, the approved plans and specifications, and other
supporting documentation. Mail the Certification to the
Washington Regional Office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Water
Quality.
7. A copy of the approved plans and specifications shall be
maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a
desire for the facilities to change ownership, or there is a
name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality accompanied by an
application fee, documentation from the parties involved, and
other supporting materials as may be appropriate. The
approval of this request will be considered on its merits and
may or may not be approved.
2. Failure to abide by the conditions and limitations contained
in this permit may subject the Permittee to enforcement action
by the Division of Water Quality, in accordance with North
Carolina General Statute 143-215.6(a) to 143-215.6(c).

3. The issuance of this permit does not preclude the Permittee
from complying with any and all statutes, rules, regulations,
or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
4. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions,
the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as
the construction of additional or replacement stormwater
management systems.
S. 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 27 th day of February, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E. Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7021107

Maple Industrial Complex, Currituck County
Stormwater Permit No. SW7021107
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

Quible
Quible & Associates, P.C.
ENGINEERING . ENVOZONMENIAL SCIENCES - PLANNING
SINCE 1959
February 20, 2003
Mr. Roger Thorpe
NCDE & NR
Division of Water Quality
943 Washington Square Mail
Washington, North Carolina 27889
V, EZ 1)
FEB 2 4 2003
DWQ-WA.RO
Re: Stormwater Management Plan (High Density Application)
Maple Industrial Complex
Maple Airport, Currituck County, North Carolina
P.O. Drcv� 87D
Hav*, NC 27949
Phonci: 252-261 =
Fox 252-261-1260
PRINCIPALS
Soon C. Bovie, P.E.
JoseM S. LaWw, C.E.P.
Edwrdo J. VaIcUvaso, P.E.
ASSOCOJES
JOS90 J. AnW, RE.
David S. Noff
Dear Mr. Thorpe:
As per our telephone conversation Tuesday afternoon, I have revised the storage calculations for the wet
ponds at the above referenced project to include the drainage from the industrial park (80% impervious,
20% pervious).
Attached, for your reference, please find revised calculations and a revised overflow structure detail
which properly reflect the inclusion of the industrial park area within the pond drainage area.
If you have any questions, or require any additional information, please do not hesitate to contact me at
9252) 261-3300.
Sincerely,
ible & Aslociates, P.C.
�avil. Deel, P.

BRICK COPING
1.5' WIDE DRAWOOM
WEIR WITH TRASH RAI
MAPLE INDUSTRIAL COMPLEX
NOT TO SCALE
1-29-03
R z az
REV. 2-20-03
FEB 2 4 2003
DWQ-WAR.O
CARO
kA
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0*1%
SEAL
025158
PLAN
WITH COPING REMOVED
32-5/8- SQUARE FRAME
(TOP GRATE
EX. 18" CMP,
/5�EIR INV.
ELEV. 0 8. 5'
24" 8.
CONFRETE BASE
SECTION X-X
24" SQUARE GRATE
FRAME & GRATE:
CAPITOL FOUNDARY
OF VIRGINIA, INC.
CHBN-3A FRAME (4")
+ FLAT GRATE HEAVY
24"
I IN V 7 ' 35'
CONCRETE
SECTION Y-Y
OVERFLOW OUTLET BOX DETAIL
MODIFIED INC DOT STD. 840.15
BRICK COPING
WEIR INVERT ELEV. @ 8.6' 1
4".8"x16"
SOLID BLOCK
(TYPICAL)

QUIBLE & ASSOCIATES, P.C.
P.O. Drawer 870
KITTY HAWK, NC 27949
[phone] Fax [phone]
e-mail: [e-mail]
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CALCULATED BY DA D - DATE /o / �'
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QUI BILE & ASSOCIATES, P.C. JOB om�7- .1
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QUIBLE & ASSOCIATES, P.C.
P.O. Drawer 870
KITTY HAWK, NC 27949
[phone] Fax [phone]
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QUIBLE & ASSOCIATES, P.C.
P.O. Drawer 870
KIM HAWK, NC 27949
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e-mail: [e-mail]
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QUIBLE & ASSOCIATES, P.C.
P.O. Drawer 870
KlTrY HAWK, NC 27949
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e-mail: [e-mail]
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QUIBLE & ASSOCIATES, P.C.
P.O. Drawer 870
KITTY HAWK, NC 27949
[phone] Fax [phone]
e-mail: [e-mail]
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SHEET NO.
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QUIBLE & ASSOCIATES, P.C.
P.O. Drawer 870
KITTY HAWK, NC 27949
[phone] Fax [phone]
e-mail: [e-mail]
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QUIBLE & ASSOCIATES, P.C.
P.O. Drawer 870
KITTY HAWK, NC 27949
[phone] Fax [phone]
e-mail: [e-mail]
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Stormwater Management Plan Narrative
Maple Industrial Complex
November 7. 2002
General
The following narrative will detail the proposed stormwater management plan for the proposed Maple Industrial
Complex and Airport Expansion.
The Maple Industrial Complex is located on County -owned lands to the cast of the Currituck Maple Airport (at the
end of SR 1379, approx. 8/10 ofa mile north of the intersection of SR 1379 and U.S. 158). As per state regulations,
a high density permit will be pursued and will encompass existing and future construction up to complete build -out
of the development. The proposed development will consist of development of a portion of the County -owned
lands to the east of the present-day airplane hangars as an industrial park and county facilities. An addition to the
airport facilities consisting of a new tertninal, associated parking, and additional airplane parking / loading area will
also be part of the total development proposed within the project are —a/ drainage -area. The land proposed to be
developed is centrally located within the county owned -lands and is generally bordered to.the north, east, and south
by undeveloped lands. To the west, the project is bounded by the Currituck Maple Airport Airstrip -and SR 1246
(Maple Road). The proposed stormwater management method will consist of-a'wet pond (existing, man-made) with
adequate storage capacity and sizing to provide stornowater management for the runoff generated by a one -inch
storm across the fully devclopc2`site.at complete build -out. The following narrative will summarize the parameters
of this design which will illustrate an eff&ctive stormwater management system.
-1
Summary of Existing Conditions
The project area consists of a sub -area of County owned lands at Currituck Maple Airport. The project area is
contained completely within the drainage area, and so for the purposes of this analysis,.the project area is considerd
to be the drainage area. The property is currently partially developed as an airport with airstrip, hangars, airplane
parking / staging area, a small amount of parking, access road, County park, and County fueling area. There are
also existing gravel drives accessing the areas of the property which are to be developed in the future as an
industrial park. Existing stormwater management consists of gassed swale conveyance of runoff to two
interconnected wet detention basins (which are grossly oversized for the current runoff received).
Summary of Proposed Conditions
An analysis of the existing wet detention basins show that they are of adequate size and capacity to provide
stormwater management for the project area at complete project build -out (80% coverage within industrial park and
40% coverage within county facilities and airport). Project conditions allow conveyance of runoff via open grassed
swales, and so the proposed stormwater management method is in -line with the existing method; open grassed swale
conveyance to wet detention basins. Runoff from all newly developed areas will be conveyed into the northernmost
basin, providing a forebay - mainbay basin layout.

Stormwater Collection, Treatment, Storage and Disposal
Collection
The stormwater runoff will be collected and directed via site grading, and then conveyed via a network of open
grassed swales to the existing we( detention basin (forebay basin). Stormwater piping is restrained to the bare
minimum required to convey flows under roads and travel aisles.
Treatment
Runoff from paved areas will sheet flow to the pavement edge where it is directed via site grading to grassed swales.
Long runs of grassed swales will deliver runoff from outlying portions of the drainage area and substantial treatment
and disposal will occur in these swales as runoff is being conveyed. Large particulates and debris will accumulate
along the road shoulder and at discharge points into the swale system. The swales will be grassed according to the
general seeding specifications and maintained according to the operation and maintenance plan. The runoff will
undergo filtration of fine particulates and pollutants by the vegetation within the swales. Additional treatment is
also available when the stormwater runoff infiltrates into the subsurface. When the water passes through the void
spaces between the particles of soil material particulates and pollutants that have a particle or grain size larger than
the void size will be filtered out. In addition some pollutants will adsorb to the surface of the soil particles. The
benefit of this adsorption will prevent the pollutants from reaching the water table and in some nutrient and microbe
rich areas existing within the subsurface the pollutants will be consumed as food and undergo a natural
biodegradation.
The wet pond system will temporarily store stormwater above permanent pond. The season 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. When stormwater runoff begins to accumulate
above the permanent pool elevation the pond level will increase and the existing vegetation on the 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 will offer an
extensive storage time allowing for maximum settling. The surface area to drainage area (SAMA) 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.
S to ragg
The proposed stormwater wet detention basin will provide storage of the 1 inch design storm in temporary storage
above the permanent pool elevation.
The storage available in the wet detention basin is measured from the permanent pool elevation of 8.4'MSL to the
overflow weir elevation of 8.85' MSL (0.45' storage depth). As shown in the stormwater calculations (see
Appendix), the overall drainage area to the wet detention basin consists of 167 acres (7,274,329 sf). The design
storm of I " of rainfall, collected for this entire drainage area, results in a required storage of 246,900 cf and the wet
detention basin, as designed, provides for this temporary storage. It should be noted that the temporary storage
required for a I " rainfall event does not take into account the amount of runoff which will infiltrate into the
subsurface within the long -run swales prior to discharge into the wet detention basins, and therefore, the storage
provided will probably substantially exceed what is required for containment of the first inch of runoff.

DiWosal
As discussed in previous sections the majority of stormwater runoff entering this management system will be
infiltrated, therefore infiltration will be the primary source of disposal. At such time that the capacity were to be
exceeded the system will then overflow into the adjacent drainage swale via an overflow structure.
Soils
Quible & Associates visited the site to perform on -site soil borings to verify soil type and determine elevation of'
mean high groundwater. Seasonal high groundwater indicators within the existing pond were found at an elevation
of +/- 8.4 feet.
Information collected on site indicates that the soils found throughout this site are composed primarily of fine
loamy sands. These moderately well drained soil types will have a moderate to moderately rapid permeability,
These findings generally correlate with the description mapped and discussed in the United States Department of
Agriculture, Soil Conservation Service, Soil Survey of Dare County, North Carolina, which map the soil for this site
as follows:
CnA - Conetoe loamy sand, Permeability is moderately rapid.
Mu - Mundcn loamy sand, Permeability is moderate.
Pt - Portsmouth fine sandy loam, Permeability is moderate.
Ds - Dragston loamy fine sand, Permeability is moderately rapid.
AaA - Altavista fine sandy loam, Permeability is moderate.
StA - State fine sandy loam, Permeability is moderate.
Infiltration rates typical for these soils are generally in the range of 2-6 in/hr. A photocopied soils map with site
location has been included within this narrative.
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 the prescribed I inch of stormwater runoff
generated by all surfaces, pervious and impervious (up to complete build -out of the drainage area) located on this
site by making use of two existing wet ponds an conjunction with long -run vegetated infiltration swales. 'Me
proposed system will offer preliminary, primary and secondary methods of treatment as well as an alternate method
of disposal should the capacity be exceeded. The soils on site generally have infiltration rates in the range of2 to 6
inches per hour, conditions adequate for an infiltration system. This proposed design will more than adequately
serve the stormwater management requirements of this site.

Quible
Quible & Associates, P.C.
ENGINEERING - ENVIRONMENTAL SCIENCES - PLANNING
SINCE 1959
November 7, 2002
Mr. Bill Moore
NCDE & NR
Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27889
Re: Stormwater Management Plan (High Density Application)
Maple Industrial Complex
Maple Airport, Currituck County, North Carolina
Dear Mr. Moore:
P.O. D� 870
HCrA. NC 27949
Ph�: 252-261-3300
Fax [phone]
PRINCIPALS
Saan C. Boy$i P.E.
Joseo S. LwWw, CEA
Eduardo J. Voldveso, P.E.
NOV 12 2002
DWQ-WARO
ASSOCIATES
JOSDph J. Anand, P.E.
David S. Neff
On Behalf of Currituck County, Quible & Associates, P.C. hereby submit for review and approval a
North Carolina Division Of Water Quality, Stormwater Management Permit Application package for the
proposed Maple Industrial Complex to be located on county owned lands adjacent to the Maple Airport.
The Maple Industrial Complex will consist of 23 lots available for industrial development along with
build -out of surrounding lands with county facilities and the expanded Maple Airport. The project (at
full build -out) falls within the high density classification and the stormwater management plan consists
of long -run grassy infiltration swales utilized in conjunction with two large wet detention basins. The
enclosed narrative will explain in detail the stormwater management of this site.
A clearer vision of the existing site, existing wet detention basins, and future development may be
ascertained through a site visit, and we would be happy to meet you on -site if you were able to make such
a visit.
The following items are included and shall be considered part of this submittal package:
0 1 . Review Fee Check for $420.00 -�/
0 2. Two (2) Copies of the Stormwater Management Permit Application Form, including
One (1) Copy of the Wet Detention Basin Supplement Application Form
0 3. One (1) Copy of the Stormwater Management Plan Narrative
4. Calculations and Supporting Data (Stormwater Management Plan Narrative Appendix)
0 5. Two (2) sets of Plans (Sheets CO, C 1. 1, C2, C3, C5, & C6)
Please contact me with any questions or requests for additional information at [phone].
Sincerely,
4 u"le 'sociates, P.C.
David eeAl, 4P
cc: Mr. Daniel F. Scanlon, Currituck CountY

REGEOVED
FINANCIAL RESPONS1131LITYIOWNERSHIP FORM MAR 1.7 2008
SEDIMENTATION POLLUTION CONTROL ACT DVV9-WARO
No person may initiate any land -disturbing activity on one or more acres as covered by the Act efore this form
and an acceptable erosion and sedimentation control plan have been completed and approved by the Land
Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if the
question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
Project Name___ Corporate Hanclar and Hanoar Taxiwa
2. Location of land -disturbing activity: County—_!Qurrituck City or Township Maple
Highway/Street Airport Roa . d Latitude 36023'56"—Longitude-76LOU �58"
3. Approximate date land -disturbing activity will commence: Mal 2008
4 . . Purpose of development (residential, commercial, industrial, institutional, etc.): Airport
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 1.7
6. Amount of fee enclosed: $ 130 . 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— X No— Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name John Massey E-mail Address imasseyetblilm.com
Telephone [phone]
Cell ft 910-520-6100 Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Currituck County [phone] [phone]
Name Telephone Fax Number
PO Box 38 153 Courthouse Road
Current Mailing Address Current Street Address
Currituck NC 27929 Currituck NC 27929
City State Zip City State Zip
10. Deed Book No. 75 Page No. 0807 Provide a copy of the most current clead.
Part B. I _�_
1. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Currituck Couoly
Name E-mail Address
PO Box 39 153 Courthouse Road
Current Mailing Address Current Street Address
Currituck NC 27929 Currituck NC 27929
City State Zip City State Zip
Telephone [phone] Fax Number [phone]

.!Af-
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 State Zip
Telephone
E-mail Address
Current Street Address
City State 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 E-mail Address
Current Mailing Address Current Street Address
city
Telephone
State Zip
city State Zip
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
afforney-in-fact, or if not an individual, by an officer, director, partner, or registered agent with the
authority to execurte instruments for the Financially Responsible Person). I agree to provide corrected
information should there be any change in the information provided herein.
Eric Weatheriv
Type or print name
(� 2
Signature
County Engineer
Title or Authority
-3 I -WI 01
Date
1,-IN-MrO�A ��- QT\a\JE a Notary Publicof theCounty of C,,jrri+ucL
State of North Carolina, hereby certify that Erir_ �"-e appeared
personally before me this day and being duly sworn acknowledged th�t the aboveltionnn was executed
by him.
Witness my hand and notarial seal, this-1 1A11 day of �AOX C,'Y--N —, 20 0'�
Notary U
MAW
"Way ftft My commission expires a L) 0
CUFOUCk Cou*
ftft ot mom cowft
IM71111don Apr$. 2010

rl��
OFFICE USE ONLY
eived
Fee Paid
Permit Number
12007
')t �i
to m 2!La!� '�MQA
1 6 wAcY-
DWQ-WARO 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
L GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
County of Currituck
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Mr. Daniel F. Scanlon, 11
3. Mailing Address for person listed in item 2 above:
III-Tonkm
Currituck
Telephone Number:
252 ) 232-2075
State: NC Zip: 27929
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Bittiminous Apron Expansion
5. Location of Project (street address):
Currituck Regional Airport (Intersection of SR 1379 and US 158)
City: Maple County: Currituck
6. Directions to. project (from nearest major intersection):
Project is located at the end of SR 1379, Approximately 8/10 of a mile north of the intersection of
SR 1379 and US 158.
7. Latitude: 760 00' 55"
360 23'59"
8. Contact person who can answer questions about the project:
of project
Name: Mr. John Massey, P.E. Telephone Number: ( 910 763-5350
11. PERMIT INFORMATION:
1. Specify whether project is (check one): —New Renewal X Modification
Form SWU-101 Version 3.99 Page I of 4

2. If this application is being submitted as the result ofa renewal or modification to an existing permit, list the
existing permit number SW 7021107 and its issue date (if known) 2/27/03
3. Specify the type of project (check one):
Low Density X High Density —Reclevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
—CAMA Major X sedimentation/Erosion Control 404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
Ill. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing storrinvater management for the project .
Stormwater runoff will be conveved via wassed drainage swales and storm drain pipe
to an existing wet detention basin origbally permitted under SW Permit SW7021107.
2. Stormwater runoff from this project drains to the Pasquotank River basin
3. Total Project Area: 167 acres 4. Project Built Upon Area: 10.2 %
(Post Construction)
5. How many drainage areas does the project have? 1 *47.5% (Ultimate included in
permit SW 7021107)
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.
Airport Subarea
Basin Information
Drainage Area I
----- Draimgc-Arrea-2----
Receiving Stream Name
UT North River
Receiving Stream Class
C - SWP
Drainage Area
7,274,329 SF
1,785,960 SF
Existing Impervious* Area
707.667 SF
396,351 SF
Proposed Impervious*Area
38.350 SF
38,350 SF
% Impervious* Area (total)
10.2%
24.3%
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
33-914 SF
On -site Streets
240.497 SF
On -site Parking
44,084 SF
On -site Sidewalks
10.502 SF
Other on -site
417,021 SF
Off -site
Total: 746,018 SF
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU- 101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above
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. The following 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 square feet 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 runoff from outparcels; or future development shall be directed into the permitted stonnivater 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 cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form (s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at (919) 733-.5083 for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SVVU-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 SVVU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VT. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Original and one copy of the Stormwater Management Permit Application Form
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)
VIL AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firin);
Mailing Address:
Phone: ( Fax:
VIII. APPLICANT'S CERTIFICATION
1, (print or type name ofperson listed in General Information, item 2) F.
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1.1000.
Date: 4-
Form SWU-101 Version 3.99 Page 4 of 4

TALBERT& BRIGHT
May 3), 2007
1/1'
Mr. Roger Thorpe
NCDENR — Division of Water Quality
941 Washington Square Mall
Washington, NC 27889
RF: CurritUck Re,,ional Airport
0
Bituminous Apron Expansion
TBI No. 2201-0501
Dear Eric:
MAY 0 4 2007
Doi
Enclosed please find application materials for a Storrnwater Management Permit for the
bituminous apron expansion at the CLErrituck Regional Airport. This permit application is
a modification to the existing permit number SW7021107 issued February 27, 2003. The
materials enclosed include two copies of the Storrnwater Management Permit Application
Form (one original), one copy ofthe Wet Detention Basin Supplement submitted with the
original permit SW7021107, check in the amount of $420.00, project narrative and two
copies of Plans lor the project.
If you have any questions, please do not hesitate to call.
Sincerely,
.110,11, M. Massey, I.E.
Project Engineer
C: Mr. Eric Weatherly
ENGINEERING & PLANNING CONSULTANIS
WWWTALBERTANDBRIGHTCOM
4810 SHELLEY DRIVE WILMINGTON, NC 29405 910.7615350 FAX [phone]
WILMINUTON. NORTH CAROLINA - CHARLOrl I, NoRrii CAROLINA - RICHMOND, VIRGINIA

RECEOVED Too UJq
MAY 15 2007 Marc, LA
FINANCIAL RESPONSIBILITY /OWNERSHIP FORM
DWQ-WARO , SEDIMENTATION POLLUTION CONTROL ACT G-11TI67
No person may initiate a land -disturbing activity on one or more acres as covered by the Act before this form
and an acceptable erosion and sedimentation control plan have been completed and approved by the Land Quality
Section, NC Department of Environment, and Natural Resources. (Please type or print and, if question is not
applicable, place N/ A in the blank).
Part A.
I . Project Name Currituck Regional Airport Apron Expansion
2. Location of land -disturbing activity: County Currituck
City or Township Maple —, and Highway/Street Intersection of Airport Road & NC 158
3. Approximate date land -disturbing activity will be commenced: July, 2007
4. Purpose of development (residential, commercial, industrial, etc.): Airport (Apron Expmsion)
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas):
6. Amount of fee enclosed $ 100.00
7. Has an erosion and sedimentation control plan been filed? Yes. X No —
Enclosed X
8. Person to contact should sediment control issues arise during land -disturbing activity.
Name Wayne Leary Telephone [phone]
9. Landowner(s) of Record (Use bkmk page to list additional owners):
Currituck County
Name(s)
Post Office Box 39
Current Mailing Address
Currituck NC 27929
City State Zip
10. Recorded in Deed Book No.
Part B.
Current Street Address
city State
Page No.
Person(s) or firm(s) who are financially responsible for this land -disturbing activity (Use a blank page to list
additional persons or firms):
Currituck Coun!X
Name of Person(s) or Firm(s)
Post Office Box 39
Current Mailing Address
Currituck NC 27929
city State Zip
Current Street Address
MAY 5 2007
Telephone [phone] Telephone LAND QUALITY SECTION I
V051 liN TON REGIONAL OFFICE I

2.
(a) If the Financially Responsible Party is not a resident of North Carolina give name and street address of a
North Carolina Agent.
Name
Mailing Address
City State Zip
Telephone
Street Address
City State Zip
Telephone
(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
Telephone
Mailing Address Street Address
State Zip city State Zip
Telephone
The above information is true and correct to the best of my knowledge and belief and was provided by me
under oath. (nis 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 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.
Daniel F. Scanlon, 11
Ty 0 nam
S ure
County Manager
Title or Authority
— 4- yR=Q-_j
Date
1, MO_ Y'q bo rf� , a Notary Public of the County of 0
=1��deA-7
State of North Carolina, hereby cerfify that �1� Y? I eJ F_ 11a_4 L7, 77—
appeared personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this day of 4
Seal
My commission expires Z��?

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
11t ;�_008
1 V505
1 SV4-7o;l-Hq-7 (mot)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
Thisforni may be photocopiedfor use as an original
1. 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):
Mr. Eric Weatherly, County Engineer
3. Mailing Address for person listed in item 2 above:
PO Box 38
City: Currituck State: NC Zip: 27929
Phone:( 252 ) 232-6035 Fax: ( 252 232-3298
Email:[e-mail]
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Maple Industrial Complex
5. Location of Project (street address):
Currituck Regional Airport (Intersection of SR 1379 and US 158)
City: Maple County: Currituck
6. Directions to project (from nearest major intersection):
Proqect is located at the end of SR 1379, Approximately 8/10 of a mile north of the intersection of SR 1379 and
7. Latitude: 36 23'56" Longitude: 76 00'58" of project
8. Contact person who can answer questions about the project:
Name: Mr. lohn Massey, P.E. — Telephone Number: ( 910 ) 763-5350
Email: [e-mail]
11. PERMIT INFORMATION:
1. Specify whether project is (check one)
ONew
DRenewal ZModification
Form SWU-101 Version 8.07 Page I of 4

OCAMA Major OSed imentation /Erosion Control E1404/401 Permit ZNPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
Ill. PROJECT INFORMATION
1. In the space provided below, summarize how storinwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater runoff will be conveyed via grassed draina e swales and storm drain pipe to an existing wet
detention basin orininally permitted under SW Permit SW7021107.
2. Stormwater runoff from this project drains to the Ra.;qUotank River basin.
3. Total Site Area: 167 acres 4. Total Wetlands Area: 0 acres
5. 100'Wide Strip of Wetland Area: N/A acres (not applicable if no wetlands exist on site)
6. Total Project Area**: 1.7 acres 7. Project Built Upon Area: 10.7 %
8. How many drainage areas does the project have? 1
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
UT North River
Stream Class & Index No.
C_SWP
Airport Subarea
Drainage Area (sf)
7,274,329 SF
1,785,960 SF
Existing finpervious* Area (sf)
746,018 SF
434,701 SF v/
Proposed Impervious*Area (sf)
32,526 SF
32526 SF
% Impervious* Area (total)
10.70%
26.2%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (sf)
51,614 SF
On -site Streets (sf)
240,497 SF
On -site Parking (sf)
44,084 SF
On -site Sidewalks (sf)
10,502 SF
Other on -site (sO
431,847 SF
r70
Total (sf):
778,544 SF
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sideWalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation.
10. How was the off -site impervious area listed above derived? See Attached exhibit. (Aerial Survey)
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment.
Form SWU-101 Version 8.07 Page 2 of 4

Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding on
all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Crassed Swale
Form SW401-Sand Filter
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bionetention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Form SWU-101 Version 8.07 Page 3 of4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at hM://h2o.enr,state.nc,us1su/msi maps.htLn)
1. 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 Storrowater Management Permit Application Form
Original and one copy of the Deed Restrictions & Protective Covenants Form
Original of the applicable Supplement Form(s) md O&M agreement(s) for eachB
Permit application processing fee of $505 ($4,000 for Express) payablee to NCDENR
Calculations & detailed narrative description of stormwater treatment/m em*ent
Copy of any applicable soil report
Three copies of plans and specifications (sealed, signed & dated), including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water fine
- 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 an plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VIL AGENT ALT17HORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or
Mailing Address:
Zip:
Phone: Fax:
Emaik
VIII. APPLICANrs CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Mr. Eric Wea "herl I
certify that the information included on this pern-dt application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H.1000.
Signature: I <:�'_ ) L-1) _�� . Date: -? 1-7 )08
FormSVX-101 Version8.07 Page 4 of 4

z M 1M,1;,,'OFF10EUSE ONLY,
Date Received
Fee Paid
Permit Number
it 1 lz-
1 0 Z- 1
107
State of North Carolina
Department of Envirorunent and Natural Resources
Division of Water Quality RECEIVED
STORMWATER MANAGEMENT PERMIT APPLICATIO )J ,
This for?n nuzy be photocopiedfor use as an original WTI 2002
1. GENERAL INFORMATION DWQ-WARO
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
County of Currituck
I
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Mr. Daniel F. Scanlon, Il
3. Mailing Address for person listed in item 2 above:
PO Box 39
r;�'- Currituck
Telephone Number: 252 )232-2075
NC
27929
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Maple Industrial Complex
5. Location of Project (street address):
Maple Airport (Intersection of SR 1379 & US 158
City:,
County: Currituck
6. Directions to project (from nearest major intersection):
Project is located at the end of SR 1379 approx. 8/10 of a mile north of the
intersection of 1379 * US 1581
7. Latitude: 76001'08" Longitude: 36023'56" of project
8. Contact person who can answer questions about the project:
Name: Mr. David A. Deel, PE — Telephone Number: ( 252 261-3300
Ii. PERMIT INFORMATION:
1. Specify whether project is (check one): XX New Renewal Modification
Form SWU-101 Version 3.99 Page I of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issu.e date (if known)
3. Specify the type of project (check one):
—Low Density X High Density —Reclevelop —General Permit Other
4. Additional Project Requirements (check applicable blanks):
. _CAMA Ma'Jor X Sedimentation /Erosion Control _404/40lPermit _NPDESStormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1C�'� " I ... IVI
,87,7--62X6748.
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.
Stormwater is collected from throughout the project site in grassed drainage swales
and conveyed to a large wet detention basin located on the southern efidlof the
draina2e area.
2. Stormwater runoff from this project drains to the Pasquotank
3. Total Project Area: 167 acres
5. How many drainage areas does the project have?
River basin.
4. Project Built Upon Area: 9.73 %
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.
h#O
]Rj� e�
North River
" 77
Receiving Stream Name
Receiving Stream Class
SC
Drainage Area
7,274,329 sf
Existing Impervious* Area
669,905 sf
Impervious*Area
106,472 s
% Impervious* Area (total)
707667 sf (9.73%)
On -site Buildings '33,914 sf
On -site Streets 240,497 9f
On -site Parking 44,084 sf
On -site Sidewalks 10,502 sT_
Other on -site 378,670 sf
N/A
Total: 707 667 sf i 4 Total:
impermous area is depned as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

How was the off -site impervious area listed above derived?
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 80% squarefeet 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 befilled 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 runofffrom outparcels orfuture 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 cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management pem-dt supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SVM-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-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information byinitialing in the space
provided next to each item.
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, inducling:
- Development/Project name
- Engineer and firm
-Legend
- North axTow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): David A. Deel, PE/Quible & Associates, P.C.
Mailing Address: PO Drawert870
City: Kitty Hawk State: NC zip: 27949
Phone:( 252 261-3300 Fax: ( 252 261-1260
V111. APPLICANTS CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Daniel F. Scanlon, 11
certify that the information included on this pennit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H.1000.
Date:— xk-(�-n2_
Form SWU-101 Version 3.99 Page 4 of 4

Permit No.
(to be provided bY DWQ)
State of North Carolina
Department of Envirorument and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
Thisform may be photocopiedfor use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
Project Name: Maple Industrial Complex
Contact Person: David A. Deel, PE Phone Number: (252 ) 261-3300
For projects with multiple basins, specify which basin this worksheet applies to: N/A
elevations
Basin Bottom Elevation i5.4 ft. (floor of the basin)
Permanent Pool Elevation ±8.4 ft. (elevation of the orifice)
Temporary Pool Elevation 8.85 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 538,338 sq. ft. (water surface area at the orifice elevation)
Drainage Area — 167 ac. (on -site and off -site drainage to the basin)
Impervious Area 54.2 ac. (on -site and off -site drainage to the basin)
—Tcoverage at complete buildout (see calcs.)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Otherparameters
SA/DAI
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
tl .615,014 cu. ft. (combined volume of main basin andforebay)
246,900 cu.ft. (volume detained above the permanent pool)
±630,876 cu. ft. (approximately 20% of total volume)
3.74 (surface area to drainage area ratiofrom DWQ tablr'
N/A in. (2 to 5 day temporary pool draw -down required)
1 in.
90 % (minimum 85% required)
Form SYATU-102 Rev 3.99 Page I of 4

Footnotes7
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties. the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. 'Me NCDENR BN4P manual provides design tables for both 85% TSS removal and 90% TSS removal.
H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H.1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justiflcation.
Applicants Initials
QAD a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
�%20A b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
&16 e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
NJ) f. The basin length to width ratio is greater than 3:1.
0A /) — g. The basin side slopes above the permanent pool are no steeper than 3: 1.
NIA eA1124 h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
DAD a64 i. Vegetative cover above the permanent pool elevation is specified.
NIA exLiL15 j. A trash rack or similar device is provided for both the overflow and orifice.
1� k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way. �!. V)
NIA 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
Y, Ba!V' Co, okt� kv C11,01'ad wa P�pj'_J.
111. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does 0 does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does 0 does not incorporate pretreatment other than a forebay.
FormSWU-102 Rev3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system serni-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads
When the permanent pool depth reads
Sediment
Bottom
El.
FOREBAY
feet in the main pond, the sediment shall be removed.
feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation
Sediment Removal Elevation 175%
Bottom Elevation 1625%
MAIN POND
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form SWU- 102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Mr. Daniel F. Scanlon, II
Coun
Address:— PO Box 39, Currituck,INC 27929
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
-9 (2511h,01-7' allotary Public forthe State of (1kre'lina- ,
C /0 halotel F _q(iorgolan 2L
ounty of do hereby certify that
personally appeared before me this 644 day of lVoVPIA�her and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
My commission expires ) up% &- ,2,71. �? a o /
FormSWU-102 Rev3.99 Page 4 of 4