SW7111105_HISTORICAL FILE_20210726

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT. NO.
SW l! ��-
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
ISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRIAN WRENN
Direcmr
NORTH CAROLINA
Envlronmental Quality
July 26, 2021
Currituck County
Attention: Ben Stikeleather, Manager
153 Courthouse Road
Currituck. NC 27929
Subject: Stormwater Permit Renewal
W a fuo
Stormwater Management Permit SW7111105
Currituck Community Park & Regional Aviation & Technical Training Center
Currituck County
Dear Mr. Stikeleather:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7111105 for a stormwater treatment system consisting of a wet
detention pond and two constructed wetlands serving the Currituck Community Park &
Regional Aviation & Technical Training Center located off US HWY 158 expires on
November 29, 2021. This is a reminder that permit renewal applications are due 180
days prior to expiration. We do not have a record of receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal within the required time. Permit application forms for renewal can be
found on our website at: https://deq.nc.gov/about/divisions/energy-mineral-and-land-
resources/stormwater/stormwater-program/post-construction-2. North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit. Failure to maintain a permit subjects the owner to assessment of
civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
roger.thorpe(@ncdenr.gov.
Sincerely,
Roger K. Thorpe
Environmental Engineer
�� North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resourccs
�
Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
nrniwo.�auru
o+�a. _N1 lIl 252.946,6481

Dumpor, Samir
From:
Westra, Kevin <[e-mail]>
Sent:
Wednesday, September 23, 2015 3:19 PM
To:
Dumpor, Samir
Subject:
Maple Park Expansion (Currituck Community Park)
Attachments:
Stormwater Management Plan Modification.pdf
Samir,
Thank you for the call today concerning the discrepancy on the submittal of the BUA.
The BUA total for DA #5 (Wetland #2) should be listed as 105,712 s.f. in all areas. The impervious area for the skate park
design came back 3,500 s.f. less than originally budgeted, and I failed to adjust the number in two locations of the
submittal.
Attached is the letter of the modifications. Can you correct the number on the application Part IV, Section 10, Proposed
Impervious Area = 105,712 and % Impervious Area = 43.37%?
Thanks you,
Kevin J Westra, PE I Project Engineer
Alfred Benesch & Company 1 2320 West Morehead Street, Charlotte, NC 28208
P 704-521-9880/ Direct: 704-496-6297 1 F 704-521-8955 1 E kwestrana.benesch.com I W www.benesch.com

Maple Park Expansion (Currituck Community Park)
Barco, Currituck County, North Carolina
Stormwater Management Plan Modification
This plan reflects the requested modification of the existing Storm Water Management Plan for
Maple Park Expansion - Phase 2 (Currituck Community Park). The plan is listed under permit
number SW7111105 issued on 11-29-11.
The modification is being requested for plan due to the addition of built -upon -area (BUA) for
the newly proposed skate park and the parking lot south of the proposed skate park. These
areas increase the previously permitted BUA for DA #5 from 82,328 s.f. to 105,712 s.f.
As the result of the increase in proposed BUA in DA #5, the design of Stormwater Wetland #2
has been modified. The design for Stormwater Wetland #1 is to remain unchanged from the
approved plan. The previously constructed Wet Pond shall also remain unchanged.
The runoff calculations and the conveyance design within DA #5 are also changed to reflect the
change in the proposed site plan. The runoff calculations within DA #1, DA #lA, DA #1 B, DA #2,
and DA #4 remain unchanged from the previously approved plan.
Included in the plan submittal are the updated drainage maps and calculations

fred Benesch & Company
4benesch tl dE t�—� v ED 3120West Morehead Stteet
Charlotte, NC 28208
www-benesch.com
AUG 2 7 2015 P704-521-9880
F 704-521-8955
q� - - -
Transmittal Form
To:
NCDENR — Water Quality Division
943 Washington St
Date: 8/24/15
1 Job No. 3337
Subject: Revision to Currituck Community Park
Washington, NC 27889
(Maple Park Expansion) Phase 2 Stormwater
Management Plan
❑ Mail ❑ Messenger
WE ARE SENDING YOU:
COPIES DATE
❑ Next Day Delivery
®Attached
DESCRIPTION
❑ UPS Ground ❑ Other:
❑ Under separate cover:
2
8/6/2015
Permit Application Form
1
8/21/2015
Detention and Water Quality Calculations
2
8/20/2015
Construction Plans (Stormwater Sheets)
1
8/19/2015
Check for $505
THESE ARE TRANSMITTED as checked below
® For approval ❑ Approved as submitted ❑Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑Return corrected prints
❑ For review and comment
Remarks: Stormwater Reviewer
Enclosed are the revised plans for Currituck Community Park Phase 2 Stormwater Management
Plan. Feel free to contact me with any additional questions.
Kevin Westra ([e-mail])
Direct: 704-496-6297
cc:
Signature:
PSOI-0998-06form

0
�o� 1
_ _ o
NCDENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled oul and submitted along with all the required information.
Project name _.._._..
Contact name Mark N. Breen T T ! �e+•.a�e.r
Phone number 704496-6297
Date May 4, 2012
Drainage area number t O /} #5 Ik ( a 2
site characteristics
206,039.00 ft2
Drainage area
82,328.00 ft'
Impervious area
40.09% %
Percent impervious
1.50 inch
Design rainfall depth
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.06 in
1-yr, 24-hr intensity
0.13 in/hr
Pre -development 1-yr, 24-hr runoff
0.31 ft'/sec
Post -development 1-yr, 24-hr runoff
5.05 ft/sec
Pre/Post 1-yr, 24-hr peak control
4.74 ft'/sec
Storage Volume: Non -SA Waters
Minimum required volume
10,559.00 ft'
Volume provided (temporary pool volume)
10,559.00 ft'
OK
Storage Volume: SA Waters Parameters
1.5' runoff volume
ft'
Pre -development 1-yr, 24-hr runoff volume
n'
Post -development 1-yr, 24-hr runoff volume
ft'
Minimum volume required
n'
Volume provided
n'
Outlet Design
Depth of temporary pool/pohding depth (DPI.,,,)
11.04 in
OK
Drawdown time
3.74 days
OK
Diameter of orifice
1.50 in
OK
Coefficient of discharge (Co) used in orifice diameter 0.62 (unitless)
calculation
Driving head (H,) used in the orifice diameter calculation 0.29 ft Provide calculations to support this driving head.
Form SW401-Wetland-Rev.6-11/16109 Parts 1 and II. Project Design Summary. Page 4 of 6

Surface Areas of Wetland Zones
Surface Area of Entire Wetland
Shallow Land
The shallow land percentage is:
Shallow Water
The shallow water percentage is:
Deep Pool
Forebay portion of deep pool (pretreatment)
The forebay surface area percentage is:
Non-forebay portion of deep pool
The non-forebay deep pool surface area percentage is:
Total of wetland zone areas
Add or subtract the following area from the zones
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top)
Permanent Pool Elevation (PPE)
Shallow Water/Deep Pool (top)
Shallow Water bottom
Most shallow point of deep pool's bottom
Deepest point of deep pool's bottom
Design must meet one of the following two options:
This design meets Option #1,
Top of PPE is within 6" of SHWT, If yes:
SHWT (Seasonally High Water Table)
This design meets Option #2,
Wetland has liner with permeability < 0.01 in/hr, If yes:
Depth of topsoil above impermeable liner
Topographic Zone Depths
Temporary Pool
Shallow Land
Permanent Pool
Shallow Water
Deep Pool (shallowest)
Deep Pool (deepest)
Planting Plan
Are cattails included in the planting plan?
Number of Plants recommended in Shallow Water Area:
Herbaceous (Ccubic-inch container)
Number of Plants recommended in Shallow Land Area:
Herbaceous (Ccubic-inch container), OR
Shrubs (1 gallon or larger), OR
Trees (3 gallon or larger) and Herbaceous (4+ cubic -inch)
Number of Plants provided in Shallow Water Area:
Herbaceous (4'cubic-inch container)
Number of Plants provided in Shallow Land Area:
Herbaceous (4'cubic-inch container)
Shrubs (1 gallon or larger)
Trees (3 gallon or larger) and
Grass -like Herbaceous (4+ cubic -inch)
10,795.00 ftZ
4,300.00 ftZ
40% %
4,272.00 ftZ
40% %
1,109.00 ftZ
10% %
1,114.00 ftZ
10% %
10,795.00 ft'
0.00 ftZ
Insufficient wetland surface area.
OK
OK
OK
OK
OK
_ wear
W qi J j—) t F- e V5
B,Wft amsl
6.00 ft amsl
5.50 It amsl
6.00 ft amsl
3.00 ft amsl
Y (YorN)
6.00 ft amsl OK
(Y or N)
in
0.00 in
6.00 in OK
0.00 in
36.00 in OK
N (Y or N) OK
1.100
1,100
176
22
and 880
2,381
OK
1,987
OK
20
More required if not planting herb. and/or trees.
0
More required if not planting herb. and/or shrubs.
Form SW401-Wetland-Rev.6-11/16/09 Parts I and II. Project Design Summary, Page 5 of 6

Additional Information
Can the design volume be contained?
Does project drain to SA waters? If yes,
What is the length of the vegetated filter?
Are calculations for supporting the design volume provided in the
application?
Is BMP sized to handle all runoff from ultimate build -out?
Is the BMP located in a recorded drainage easement with a
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is:
Approximate wetland length
Approximate wetland width
Approximate surface area using length and width provided
Will the wetland be stabilized within 14 days of construction?
Y
(Y or N)
OK
N
(Y or N)
Excess volume must pass through filter.
it
Y
(Y or N)
OK
Y
(YorN)
OK
Y
(YorN)
OK
1.57:1
OK
159.00 It
101.00 It
16,059.00
ft'
This approx. surface area is within this number of square feet
of the entire wetland surface area reported above:
Y
(Y or N)
OK
Form SW401-Wetland-Rev.6-11/16/09 Parts I and II. Project Design Summary, Page 6 of 6

RECEIVE®
Permit Number:
J U N - 6 2012 (to beeProvided by DWQ)
Drainage Area Number �y'`z"��/4�r __1
StormwaDWQh_Y Ae Boon and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately following construction of the stormwater wetland, bi-weekly inspections will be
conducted and wetland plants will be watered bi-weekly until vegetation becomes established
(commonly six weeks).
— No portion of the stormwater wetland will be fertilized after the first initial fertilization that is
required to establish the wetland plants.
— Stable groundcover will be maintained in the drainage area to reduce the sediment load to the
wetland.
— Once a year, a dam safety expert should inspect the embankment.
After the stormwater wetland is established, I will inspect it monthly and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
Entire BMP
Trash debris is present.
Remove the trash/debris.
Perimeter of wetland
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
gully, and then plant a ground cover and
water until it is established. Provide lime
and a one-time fertilizer application.
Vegetation is too short or too long.
Maintain vegetation at an appropriate
height.
Inlet device: pipe or
The pipe is clogged (if applicable).
Unclog the pipe. Dispose of the sediment
swale
offsite.
The pipe is cracked or otherwise
Replace the pipe.
if applicable).
-damaged
Erosion is occurring in the swale (if
Regrade the swale if necessary to smooth
applicable).
it over and provide erosion control
devices such as reinforced turf matting or
riprap to avoid future problems with
erosion.
Form SW40 I -Wetland O&M-Rev.4 Page 1 of 3

Permit Number:
(lobe provided by DWQ)
BMP element:
Potentialproblem:
How I will remediate theproblem:
Forebay
Sediment has accumulated in the
Search for the source of the sediment and
forebay to a depth that inhibits the
remedy the problem if possible. Remove
forebay from functioning well.
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
Erosion has occurred.
Provide additional erosion protection such
as reinforced turf matting or riprap if
needed to prevent future erosion
roblems.
Weeds are present.
Remove the weeds, preferably by hand. If
a pesticide is used, wipe it on the plants
rather than spraying.
Deep pool, shallow water
Algal growth covers over 50% of the
Consult a professional to remove and
and shallow land areas
pool and shallow water areas.
control the algal growth.
-deep
Cattails, phragmites or other invasive
Remove invasives by physical removal or
plants cover 50% of the deep pool and
by wiping them with pesticide (do not
shallow water areas.
spray) - consult a professional.
Shallow land remains flooded more
Unclog the. outlet device immediately.
than 5 days after a storm event.
Plants are dead, diseased or dying.
Determine the source of the problem:
soils, hydrology, disease, etc. Remedy the
problem and replace plants. Provide a
one-time fertilizer application to establish
the ground cover if necessary.
Best professional practices show that
Prune according to best professional
pruning is needed to maintain optimal
practices.
health.
-plant
Sediment has accumulated and
Search for the source of the sediment and
reduced the depth to 75% of the
remedy the problem if possible. Remove
original design depth of the deep
the sediment and dispose of it in a location
pools.
where it will not cause impacts to streams
or the BMP.
Embankment
A tree has started to grow on the
Consult a dam safety specialist to remove
embankment
the tree.
An annual inspection by appropriate
Make all needed repairs.
professional shows that the
embankment needs repair.
Evidence of muskrat or beaver activity
Consult a professional to remove muskrats
is present.
or beavers.
Micropool
Sediment has accumulated and
Search for the source of the sediment and
reduced the depth to 75% of the
remedy the problem if possible. Remove
original design depth.
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
Outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the
sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
Receiving water
Erosion or other signs of damage have
1
Contact the NC Division of Water Quality
occurred at the outh
401 Oversight Unit at 919-733-1786.
Form SW401-Wetland O&M-Rev.4 Page 2 of 3

i
.. �
�,
�.,..
,� .
1
,
i
I
.• �
� �-
. ! I
I
i
I
� ,
i
i -.,
� '
i
�
i
i
•,
�
i
r

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed above. 1 agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Project name:Maple Park Expansion
BMP drainage area number:
Print name:Eric T. Weatherly
Title:County Engineer
Address:153 Courthouse Road, Currituck NC 27929
Phone:[phone]
Signature:
z=10
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.
I, Aar 4 41 I ber-+ a Notary Public for the State of
Ivor* t-' 4"(rgo- County of (26 m,ie r do hereby certify that
rk e T QUO a-4Gterlta personally appeared before me this �� day of
t3 u v\P— and acknowledge the due execution of the forgoing stormwater wetland
maintenance requirements. Witness my hand and official seal,
MARY S. GILBERT
NOTARY PUBLIC
CAMDEN COUNTY
NORTH CAROLINA
My Commission Expires 6/27/2014
SEAL
My commission expires �o /d27 1 ) �/—
Form SW40 I -Wetland O&M-Rev.4
Page 3 of 3

- DWQ USE ONLY
Date Received
Fee Paid Ij w iN
Permit Number
S'c7S � 3'I3a LZ
t // eS M-06
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 S- Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina �� L I� /�
Department of Environment and Natural Resources V
Division of Water Quality
J U N - 6 2012
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original , fA,'® 1K�
1. GENERAL INFORMATION DWQ- •�-r/_ RO
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans, JI`
rD
specifications, letters, operation and maintenance agreements, etc.): J
., , - I - /I _ _:I_ . L /1 11. 4 1, 1 /1_ l A r 1c_ I CON
2. Location of Project (street address):-J-"r'dcJ 1 />a 1zr,5- ce-� .
Off of NC Hwy 158 (Shortcut Road), between Airport Road and Aviation Parkway
City:Barco County:Currituck Zip:27917
3. Directions to project (from nearest major intersection):
From the intersection of Hwv 158 and Hwv 168 in Barco, travel west on Hwv 158 aooroximately 2.5 miles
Turn right onto Aviation Parkway, then left onto Maple Parkway. Phase 1 is between Maple Parkway and
Hwy 158. Phase 2 is off the north side of Maple Parkway.
4. Latitude:36° 23' 28.16" N Longitude:76* 00' 50.29" W of the main entrance to the project.
l���INutYlil►l��]iiS/:V 11:6101
1. a. Specify whether project is (check one): ❑New ®Modification
b.lf this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW7111105 , its issue date (if known)11-29-11 and the status of
construction: ®Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
®Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 30 ac of Disturbed Area
0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number
issue date and the type of each permit:
Form SWU-101 Version 07Jun2010 Page I of

��i � �' � 4 .., '`' � � � .
Y YI � �_�' i r i W ^�A �;s�r
� } G � r.-sy
i
__

Ill. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Curri[uck County
Signing Official & Title:Eric T. Weatherly, PE, County Engineer
b.Contact information for person listed in item la above:
Street Address:153 Courthouse Road, Suite 302
City:Currituck State:NC
Zip:27929
Mailing Address (if applicable):153 Courthouse Road, Suite 302
City:Currituck State:NC
Zip27929
Phone: (252 ) 232-6035 Fax: (252
) 232-3298
Eniail:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/
Signing Official &
b.Contact information for person listed in item 2a above:
Street Ad
City:
Mailing Address (if
City:
Phone: ( )
State: Zip:
Fax:
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:.
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Form SWU-101 Version 07Jun2010 Page 2 of

Phone: (' ') Fax:
Email:
4. Local jurisdiction for building permits: Currituck County
Point of Contact:Donna Voliva
IV. PROJECT INFORMATION
Phone tt: (252 ) 232-2055
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
This project will contain a mix oof high density and low density features. Stormwater runoff in low density
areas will be collected via sheet flow and grass lined swales. High density areas will be provided with
treatment Drimarilv by stormwater wetlands
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:,
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph 11- Post Construction
3. Stormwater runoff from this project drains to the North River basin.
4. Total Property Area: 83.94 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area*:83.94 acres
Total project area shall be calculated to exclude thefollowing: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NM line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) litre. The resultant project area is used to
calculate overall percent built upon area (BUA). Nou-coastal wetlands landward of the NHW (orMHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 =14 +/-
9. How many drainage areas does the project have?3 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Form SWU-101 Version 07Jun2010 Page 3 of

IV. PROJECT INFORMATION n IN N f �d/'-'Y
"I. In the space provided below, briefly summarize how the storm ter r noff will be treated. /%
This proiect will contain a mix of high -density and low density features. Stormwater runoff in low density
areas will be collected via sheet flow and grass lined swales. High density areas will be provided with a
varietv of stormwater BMP's includine infiltration ponds and wet detention basins
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph II — Post Construction
3. Stormwater runoff from this project drains to the
4. Total Property Area: 83.94 acres
River basin.
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area:_0 acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project
Area':83.94 acres
Total project area shall be calculated to exclude the following the normal act of impounded structures, the area
between the banks of streams and rivers, the area below the Um
rnal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line tnay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = +/- 10.4 %
9. How many drainage areas does the project have? 3 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below. SCE 7A$Lit Foti %A11Y 441J4,e4r16►J
Basin Information
raina e Area if
Drainage Area 2)
Drainage Area: a(
Drainage Area _
Receiving Stream Name
North River
North River
North River
Stream Class *
SC
SC
SC
Stream Index Number *
30-2
30-2
30-2
Total Drainage Area (sf)
2,699,648
284,655
671,941
On -site Drainage Area (sf)
699,648
284,655
671,941
Off -site Drainage Area (sf)
0
0
0
Proposed Impervious Area** (sf)
68,737
143,555
68,492
% Impervious Area** (total)
.25 %
50.43%
10.19%
M
Impervious— Surface Area
Draina a rea 1
Drainage Area 2
Drainage Area 3
Drainage Area _
On -site Buildings/Lots (sf)
41,500
On -site Streets (sf)
79,N 1
23,492
On -site Parking (sf)
77,000
On -site Sidewalks (sf)
1 ,92
15,055
<1
Other on -site (sf)
Future (sf)
0,001
10,000
( 45,000
Off -site (sf)
y
V
Existing BUA*** (sf)
/
Total (sf):
768,737
143,555/
68,492
* Stream Class and Index Number can a determined a): http�(yortbl.ncdenr.org/web/wy/ps/csu/classi ications
** hn ervious area is defined as the bui upon area including, but not !united to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Report only that amount of existing BLIA that will reina�fter development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
Fonn SWU-101 Version 07Jun2010 Page 3 of 6 �7
A/ �7-/y lail,�y
+ 2�� J`:r. %G�MKf. ✓1S`' �U(✓r? ,

Basin Information
Drains e AreA 1'_1
Drains e Area 43
Drainage Area,5.
�Draina e Area
Receiving Stream Name
North River
North River
North River
Stream Class *
SC
SC
SC
Stream Index Number *
30-2
30-2
30-2
t nQ
Total Drainage Area (so
2,429,758
64,033
206,039
On -site Drainage Area (so
2,429,758
64,033
206,039
Off -site Drainage Area (sf)
a (t 'ram r2/�
Proposed Impervious Area** (so
168,775
44,867
82,328
% Impervious Area** total
6.95%
70.07%
40.00%
9� b
d
50,E
d �7�
f7a000
Impervious** Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area _
On -site Buildings/Lots (sf)
544
5,003
On -site Streets (so
79,811
On -site Parking (so
20,038
36,047
58,020
On -site Sidewalks (so
18,926
8,276
n 14,335
Other on -site (so
S
11 4,970
Future (so
? 50,000
Off -site (Sri
Existing BUA*** (so
IJtAA
Total (so:
1 168,775 J
1 44,867
82,328
W,4C
Strewn Class and Index Number can be determined at: http.IlportaLmcdenr.or hog ebftuq/ps/csn/classifirntions �t 9W
In❑ �eroimns area is define , p,
d as the built upon area including, but not limited to, buildings, roads, areas, 1 t
zz s3.a vim, S,♦
si�teuudks, gravel Wrens, etc. � t 3, 9,'°0
Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. 1-low was the off -site impervious area listed above determined? Provide documentation.
Proieets in Union Countv: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
Vl. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from httLi://portal.ncdenr.org/web/wq/ws/su/statesw/forms_docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portaLncdenr.org/web/wq/ws/su/naps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncden r.org/web/wq/ws/su/statesw/forms_docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (f required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pies/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
Form SWU-101 . Version 07Jun2010 Page 4 of 7

5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within'/z mile of the site boundary, include the 1h
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: _
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
li. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHVVT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 1062 Page No: 356
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC _
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http:/ /www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portaImcdennorg/web/wq/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant indifferent than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
Form SWU-101 Version 07Jun2010 Page 5 of

VIIL CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Mark N. Breen, P.E.
Consulting Firm: Site Solutions, P.A.
Mailing Address:2320 West Morehead Street
City:Charlotte State:NC Zip:28208
Phone: (704 ) 496-6297
Ema i I: m breenQs itesolu tionspa.com
Fax: (704 ) 521-8955
IX. PROPERTY OWNER AUTHORIZATION (if Con tact Information, item 2 has been filled ont, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type mmne of person
listed in Contact Information, item la) with (print or hype name of organization listed in
Contact Information, item In) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signatu
a Notary Public for the State of County of
do hereby certify that
before me this _ day of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
Form SWU-101 Version 07Jun2010 Page 6 of

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise 1 will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of County of
do hereby certify that
1:0ore me this _ day of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
1, (print or type name (j person listed in Contact Infornintion, item 1n) Eric T. Wentherlu, PE, County Engineer
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 21-1 .1000, SL 2006-246 (Ph. 11 - Post Construction) or SL 2008-211.
Date: F- I) - I -)-
a Notary Public for the State of /t'O m eAra /I n c . County of
CD2mf �/ do hereby certify that F/ ! C- % we-1-7Lfl e'4 personally appeared
before me this 145 djy of _� o /8, and acknowledge the due eX59L1hori of theapplicationfor
a stormwater permit Witness my hand and official seal, —W—�a—��ucX
MARY S. GILBERT
NOTARY PUBLIC
CAMDEN COUNTY
NORTH CAROLINA
My Commission Expires 6/27/2014
SEAL
My commission expires/-:2 -7
Form SWU-101 Version 07Jun2010 Page 6 of 6

'
DWQ USE ONLY
Date Received ',
Fee Paid
Permit Number
—3 -
4a
S
1 S I
Applicable Rules:
(select all that apply)
❑ Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construction
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M t Plan:
State of North Carolina
Department of Environment and Natural Resources ��
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FOR MY 3 0 2012 I.. AP
This form may be photocopied for use as an original Gq"y
I. GENERAL INFORMATION ®®VR )jA —
1. Project Name (subdivision, facility, or establishment name - should be consistent wi pr le a dh 1P�' Fx'®
specifications, letters, operation and maintenance agreements, etc.):
Currituck Community Park and Regional Aviation and Technical Training tenter
2. Location of Project (street address):
Off of NC Hwy 158 between Arport Road and Aviation Parkway
City: Barco County: Currituck Zip: 27917
3. Directions to project (from nearest major intersection):
From the intersection of Hwy 158 and Hwy 168 in Barco travel west on Hwy 158 approximately 2 5 miles
The entrance is located on the north side of the road between the existing Crawford Volunteer Fire
Department and Airport Road (SR 1379)
4. Latitude:36° 23' 20.38" N Longitude:76* 01' 12 40" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW7111105 , its issue date (if known)Noveber 29, 2012 , and the status
of construction: []Not Started ®Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
®Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 24 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
Form SWU-101 Version 07Jun2010 Page 1 of

I
s;,, YAM

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the oroiect):
Applicant/Organization: Currituck County
Signing Official & Title: Eric T. Weatherly. PE. County Engineer
b.Contact information for person listed in item la above:
Street Address: 153 Courthouse Road. Suite 302
City: Currituck State: NC Zip: 27929
Mailing Address (if applicable): 153 Courthouse Road, Suite 302
City: Currituck State: NC Zip: 27929
Phone: (252 ) 232-6035
Email: [e-mail]
Fax: (252 ) 232-3298
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
Mailing Address
Phone:
State: Zip:
Fax:
Zip:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: Human & Robey. PC
Signing Official & Title: Sean C. Robey. PE
b.Contact information for person listed in item 3a above:
Mailing Address: P. O Box 339
City: Camden State: NC Zip: 27921
Phone:( 252 ) 335-1888
Email: [e-mail]
Fax: ( 252 ) 338-5552
4. Local jurisdiction for building permits: Currituck County
Point of Contact: Donna Voliva Phone #: ( 252 ) 232-2055
Form SWU-101 Version 07Jun2010 Page 2of6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
This 12roiect will contain a mix of high -denser and low density features Stormwater runoff in low density
areas will be collected via sheet flow and grass lined swales High density areas will be provided with a
variety of stormwater BMP's including infiltration fonds and wet detention basins
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.lf claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph II — Post Construction
3. Stormwater runoff from this project drains to the Pasquotank River basin.
4. Total Property Area: 83.94 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project
Area':83.94 acres
Total project area shall be calculated to exclude the following: the normal pool of immppounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water IN line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = +/-10.4
9. How many drainage areas does the project have?-! (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
D aina e Area It
Drainage Area 2
Drainage Area 3
Drainage Area _
Receiving Stream Name
North River
North River
40
Stream Class *
SC
SC
Stream Index Number *
30-2
30-2
¢i
Total Drainage Area (sf)
M2,69P,6644
284,655
671,941
On -site Drainage Area (sf)
284,655
671,941
Off -site Drainage Area (sf)
0
0
Pro osed Im ervious Area**(sf)
143,555
68,492
Impervious Area*" (total)
6.25t/°
50.43%
10.19%
Impervious" Surface Area
Draina' e Area 1
Drainage Area 2
Drainage Area 3
Drainage Area
On -site Buildings/Lots (sf)
/ k
41,500
On -site Streets (sf)
79,81A
23,492
On -site Parking (so
/
77,000
On -site Sidewalks (sf)
/ 18,9261
15,055
Other on -site (sf)
/ j
Future(so
/ 70,000
10,000
1 45,000
Off -site (sf)
/ \
Existing BUA*** (so
\
Total (sf);/
168,737 \
143,555
68,492
* Stream Class and Index Numberlcan be determined at: httn //portal._ncdenr.orA/tveb/wtilps/csu/classtfuanons
** Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version 07Jun2010 Page 3 of 6

0
I

11. How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DWQ Central Ofce staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from httl27 / [portal ncdenr org/web/wq/ws/so/bmp-manual.
Vl. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from htt_p///portal ncdenr org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at htto //portal.ncdenr.org/web/wq/ws/su /maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from hh'//portal ncdenr org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants 1218
Form. (if required as per Part V11 below)
3. Original of the applicable Supplement Form(s) (sealed, sided and dated) dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
hh•//www /www.envheII2.org/pages/­onestopgKpress.htn-d envhel�org/pages/onesto�xpress html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within Y6 mile of the site boundary, include the iz
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MFlW or NHW lines.
Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9174.11,
Form SWU-101 Version 07.lun2010 Page 4 of 6

prowio V'si
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify grON)7 OU -
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x1l" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWr prior
to submittal, [phone].)
A copy of the most current property deed. Deed book: see attached Page No:
For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 21-1.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
�://www.secretary.state.nc.us/Corporations/CSearch.asvx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
htto //portal nccienr or&/web/wq/ws/su/statesw/forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Sean C. Robey. PE
Consulting Firm: Hyman & Robey, PC
Mailing Address: P. O Box 39
City: Camden State: NC Zip: 27921
Phone: [phone] Fax: ( 252 1 338-5552
IX PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 07Jun2010 Page 5 of

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of
do hereby certify that
before me this _ day of
Date:
County of
personally appeared
. and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
r40W J7AC47:TLV1 &11iTtti9iaLe7;11NOW I
I, (print or type name of person listed in Contact Information, item la) Eric T. Weatherly. PE
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 21-1.1000, SL 2000-246 (Ph.11- Post Construction) or SL 2008-211.
Signature:�j�.•-ri =/ - Date: S" 17 1 2-
I, A a Y4 'S • -r i I he r a Notary Public for the State of &rfOis ro l t At County of
Qd 1K Ae-ri . do hereby certify that F r tr- (. W.0" %ti o ,-6personally appeared
before me this j 15ay of - -AA � 14 - 1-0 [,;t e d , and acknowledge the uexecution of the application for
a stormwater permit. Witness myhand and official seal,
i MARY S. GILBERT
NOTARY PUBLIC
CAMDEN COUNTY
NORTH CAROLINA
My Commission Expires 6/27/2014
SEAL
My commission expires �fT
Form SWU-101 Version 07Jun2010 Page 6 of 6

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stonnwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in Session Law 2008-211, 15A NCAC 2H .1000, Session Law 2006-246, and the DWQ BMP Manual.
Curb and gutter systems are allowed provided they meet the requirements in 15A NCAC 2H .1008(g).
I. PROJECT INFORMATION
Project Name : Currituck Community Park & Regional Aviation and Technical Training Center
Contact Person: Eric T. Weatherly Phone Number: (252 )232-6035
Number of Lots: 1 Allowable Built Upon Area (BUA) Per Lot*: N/A
Number of Dwelling Units Per Acre**:
Low Density Development (check one): ® without curb & gutter ❑ with curb & gutter, outlets to (check one)
❑ Swales ❑ Vegetated Area
If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
**(Phase H Post -Construction (non -SA) only)
II. BUILT UPON AREA
Refer to DWQ's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects.(http://h2o.enr.state.nc.us/su/bmp_forrns.htm)
Complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combined.
• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non -uniform lots.
Form SW401-Low Density-Rev.3-2/10/09 Page 1 of 4

f
i

Calculation:
For uniform lot sizes:
(SA: ft x DF: 1- (RA: ftz) - (OA: ft 1= BUA per Lot = ftZ
(No of Lots: _)
For non-upiform lot sizes:
>AU- T,�-' )
a. (SA: 3656240 ft x DF:.224) - (RA: 103303 ft') - (OA: ft) = Total allowable lot BUA = 774,195 ft2
b. Total BUA from lot listing: sf. b must be <-a
III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http://hdsc.nws.noaa.gov/hdsc/pfds/
Table L Swale design information based on the 10-vear storm.
Swale No.
Drainage
Area ac
Area ac
ImperviousN64
C
Q
cfs
Slope
%
V.11 .V
(fps)
Vam.1
(fps)
Flow
Depth ft
1
17.5
2.35
0.20
10.75
0.30
3.5
2.01
1.18
2
4.75
0.60
0.19
3.68
0.30
3.5
1.53
0.75
3
7.25
0.78
0.18
5.09
0.30
3.5
1.66
0.86
4
15.43
1.57
13.86
0.18
9.27
.0024
3.5
4.2
0.71
5
6
7
8
9
10
II
12
13
14
15
16
17
18
19
20
Form SW401-Low Density-Rev.3-2/10/09 Page 2 of 4

IV. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-211.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An
incomplete submittal package will result in a request for additional information. This will delay final
review and approval of the project. Initial in the space provided to indicate that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met,
then justification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sheet No.
roc h C300-305 a.' For projects in the 20 coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative
buffer is provided adjacent to surface waters. For Redevelopment projects, a 30' wide
vegetative buffer adjacent surface waters is provided.
Wt-) N/A b. t For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
N/A c. t For Phase 11 Post -Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
k1hsee att. d. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
see att. e.
l N/A f.
ah
C903 g.
platting and prior to the sale of any lots.
Built upon area calculations are provided for the overall project and all lots.
Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 for curb outlet swales.
C300-305 h.Longitudinal slope of swales is no greater than 5%; for non -curb outlet projects, calculations
for shear stress and velocity are provided if slope is greater than 5%.
appendix i. At a minimum, swales are designed to carry the 10 year storm velocity at a non -erosive rate.
t L_ N/A j. Swales discharging to wetlands are designed to flow into and through the wetlands at a non -
erosive velocity (for this flow requirement into wetlands, non -erosive is velocity <2 ft/s).
l t C903 k. Swale detail and permanent vegetation is specified on the plans.
C903 I. Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
w ` see att. m. Swales are located in recorded drainage easements.
n?t Length of Swale or vegetated area is at least 100 feet for each curb outlet.
o tt The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each Swale).
p tt Curb outlets direct flow to a swale or vegetated area.
t Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
" Only complete these items for projects with curb outlets.
Form SW401-Low Density-Rev.3-2/10/09 Page 3 of 4

Attachment to Low Density Supplement for
Currituck Community Park
Required Items Checklist:
d. Deed restrictions will not be necessary for this project as no parcels are to be created for
transfer. Currituck County will hold the permit and control any and all development on site. It is
understood that each additional phase of development creating high density pockets or changes in the
routing of runoff will require a permit modification.
e. Built upon calculations have been provided based on the current phase of development with
general information provided based on the Master Plan. These calculations will be updated with future
phases of development that are not currently under design. No individual lots will be created.
g. All on -site swales have 3:1 side slopes, however; the NCDOT roadside ditch to be cleaned out
currently has side slope in excess of 3:1. To perform the cleanout and keep the ditch within the NCDOT
r/w, it will be necessary to have a section of ditch where the side slopes will approach 2.5:1. This slope
is still less than existing side slopes. All slopes in excess of 3:1 are to have jute mat installed.
M. No drainage easements are being created at this time as Currituck County will maintain
ownership of all property. Off -site drainage improvements are limited to the NCDOT right-of-way and
encroachments agreements will be filed.

V. SWALE SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time; and grass will not be mowed too close to the ground or "scalped".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
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 and Title: Eric T. Weatherly, PE, Coun!y Engineer
Address: 153 Courthouse Road, Suite 302, Currituck, NC 27929
Date: S-1-1- I2,
Signature:
Note: The legally responsible parry should not be a homeowners association unless more than 50'0 ojthe lots have been sold and a
resident of the subdivision has been named the president.
I, Anyv 5. A--/ lb e-ef , a Notary Public for the State of,A(o r+k C6 roll ncr , County of
inn then , do hereby certify that Fr,Fr,c 7. V hp a" eL(m personally appeared before me this l ?04
day of �n 1A , and acknowledge the due execution of the fotgoing Swale maintenance requirements.
Witness my h d and official seal,
Notary si ure
MARY S. GILBERT
N Y PUBLIC
C COUNTY
NORTH CAROLINA
My Commission Expires 6/27/2014
My commission expires�p,� 02'1/Ztf -
Form SW401-Low Density-Rev.3-2/10/09 Page 4 of 4

OLIOUI• YHA f )bl

M
�t
Beverly Eaves Perdue
Governor
NCDENR
North Carolina Department of Environment and
Division of Water Quality
Charles Wakild, PE
Director
Natural Resources
Dee Freeman
August 22, 2012
Mr. Eric T. Weatherly, PE, County Engineer
County of
153 Courthouse Currituck Road, Suite 302 Set MOd� 2
Currituck, NC 27929 /Zv��
Subject: Stormwater Permit No. SW7111105 Modification
Currituck Community Park & Regional Aviation
and Technical Training Center
Overall Low Density Commercial Development
with Areas of High Density
Currituck County
Dear Mr. Weatherly:
The Washington Regional Office received a complete Stormwater Management Permit
Application for the modification of Currituck Community Park and Regional Aviation and Technical
Training Center on August 16, 2012. Staff review of the plans and specifications has determined that
the project, as proposed, will comply with the Stormwater Regulations set forth in Session Law 2008-
211 and Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7111105MOD dated August 22,
2012, for the continued construction of the subject project. By issuance of this permit, permit
SW7111105 which was issued on November 29, 2011 is hereby rescinded.
This permit shall be effective from the date of issuance until November 29, 2021, 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.
If you have any questions, or need additional information concerning this matter, please
contact Scott Vinson, or me at (252) 946 648W
Protection Section
AH/ sv: K:\WQS\STORMWATER\PERMIT\SW7111105MOD
cc: Sean Robey, PE — Hyman & Robey, PC
Mark Breen, PE — Site Solutions, PA
V*ashington Regional Office
North Carolina Division of Water Quality Internal: www.ncwaterquility.org
One
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
NorthCarofina
An Equal Opportunity/Affirmative Action Employer -50%Recycled110% Post Consumer Paper
Aa111/Yally

State Stormwater Management Systems
Permit No. SW7111105MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
OVERALL LOW DENSITY COMMERCIAL DEVELOPMENT
WITH AREAS OF HIGH DENSITY
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
County of Currituck
Currituck Community Park and Regional Aviation and Technical Training Center
off NC Hwy 158, between Airport Rd.& Aviation Parkway, Barco, Currituck County
FOR THE
construction, operation and maintenance of an overall low density commercial
development with a wet detention pond as the treatment system for Drainage Area
No.2 and two constructed wetland systems for Drainage Areas No.4 & No.5, all in
compliance with the provisions of Session Law 2008-211 and 15A NCAC 2H .1000
(hereafter referred to as the "stormwater rules') and the approved stormwater
management plans and specifications and other supporting data as attached and on file
with and approved by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until November 29, 2021, 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. The built -upon area percentage for this 83.94 acre project is currently approved
for 13.9% and must be maintained at 24% or lower per the requirements of
Session Law 2008-211 and 15A NCAC 2H .1000. This project is permitted for a
maximum of 508,017 square feet of built upon area consisting of 237,267 square
feet for the Low Density areas of the project and 270,750 square feet for the
three High Density areas within this project.
3. The stormwater systems proposed to treat the runoff generated by the
designated high density areas have been approved for the management of
stormwater runoff as described in Section 1.7 & 1.8 on page 3 of this permit.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW7111105MOD
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the high density portion of the permitted
drainage area of this project must be directed into the permitted stormwater
control system. Within the low density portions of the permitted project, the only
runoff conveyance systems allowed will be vegetated conveyances such as
swales with minimum side slopes of 3:1 (H:V) as defined in the stormwater rules
and as shown on the approved plans. The built -upon area for the future
development is limited to 100,000 square feet within the low density drainage
area #1 and 10,000 square feet within the high density drainage area #2 as set
within the approved plans and application. Plans for any future built -upon area
not currently shown on the approved plans must be submitted and approved by
the Division prior to the start of construction.
6. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
7. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
Drainage Area No.2
a. Drainage Area, acres: 6.53 ac 284,655s
b. Total Impervious Surfaces, ft2: 143,555
C. Design Storm, inches: 1.50
d. Pond Depth, feet: 7.50 (4.0'average)
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSt : 7.00
g. Permanent Pool Surface Areq, ft : 12,800
h. Permitted Storage Volume, ft : 23,921 (at temporary pool elev)
i. Temporary Storage Elevation, FMSL: 8.50
j. Predevelopment 1 year 24 hour: 1.45 cfs
k. Post development 1 year 24 hour: 0.12 cfs w/control
I. Controlling Orifice: 2.50"0 pipe
M. Permitted Forebay Volume, ft3: 7,752
n. Fountain Horsepower, HP 1/6 Hp
o. Receiving Stream/River Basin: UT to North River / Pasquotank
P. Stream Index Number: 30 — 2
q. Classification of Water Body: "SC"
B. The following design criteria have been provided in the two constructed wetlands
and must be maintained at design condition:
DA #4 DA#5
a. Drainage Area, ft2: 64,03M 2�6,039
b. Total Impervious Surfaces, ft2: 44,867 82,328
C. Design Storm, inches: 1.50 1.50
d. Permanent Pool (PP)Elevation, FMSZL: 5.50 6.00
e. Shallow Water (PP) Surface Area, ft : 2,383 4,272
f. Temporary Pool (TP) Elevation, FgSL: 6.75 6.92
g. Shallow Land (TP) Surface Area, ft : 2,399 4,300
h. Deep Pool (incl Forebay) Surface Area, ft2: 1,241 2,223
i. Required Storage Volume, ft 5,433 10,559
j. Permitted Storage Volume, ft 5,433 5,433 10,559
k. Controlling Orifice: 1.50"0 1.50"0 pipes
I. Receiving Stream/River Basin: UT to North River / Pasquotank
M. Stream Index Number: 30 — 2
n. Classification of Water Body: ..Sc"
Page 3 of 9

State Stormwater Management Systems
Permit No. SW7111105MOD
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowin.9 and re -vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, level
spreader, filter strip, catch basins and piping.
4.e
Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
Decorative spray fountains will be allowed only in the wet detention basin
system, subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 1/6 horsepower.
7. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved, plans and specifications, and other
supporting data.
Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
9. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW7111105MOD
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. 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.
12. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans and receive approval prior to the start
of construction.
13. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
14. This permit shall become void unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and
other supporting data.
15. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
16. Prior to the subdivision and/or sale of this project, in whole or in part, the
following deed restrictions must be recorded with the Office of the Register of
Deeds:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7111105, as issued by
the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
C. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division of
Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW7111105MOD
f. This project is permitted for a maximum of 508,017 square feet of built -upon
area. Construction of additional built -upon area in excess of this amount will
require a permit modification.
g. This project may not be sold or subdivided, in whole or in part, without first
receiving a permit modification from the Division.
h. Construction of additional impervious areas such that low -density
requirements are no longer met will require a permit modification prior to
construction. An engineered system will be required to collect and treat the
runoff from all built -upon area associated with the project, including that area
permitted under the low density option.
i. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with this development, except for average driveway crossings, is
strictly prohibited by any persons.
j. The built -upon areas shall be located a minimum of 50 feet landward of all
perennial and intermittent surface waters.
17. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee,
the deed book number and page, and the stamp/signature of the Register of
Deeds.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW7111105MOD
Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until November 29, 2021.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 22"d day of August, 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7111105 Modification
Page 7 of 9

1�''(
State Stormwater Management Systems
Permit No. SW7111105MOD
Currituck Community Park & Regional Aviation & Technical Training Center
Stormwater Permit No. SW7111105 Modification
Currituck Countv
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW7111105MOD 1
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Currituck County Planning/Building Inspections
Page 9 of 9

Letter of Transmittal
TO NCDENR-LQS
943 Washington Square Mall
Washington, NC 27889
252-946-6481
DATE
8/14/2012
JOB NO.
3337
ATTENTION
Scott Vinson
RE:
Supplemental Data for Maple Park Expansion
WE ARE SENDING YOU:
❑ Shop drawings
❑ Copy of letter
❑' Attached ❑ Under separate cover via
❑ Prints ❑ Plans
❑ Change order ❑ Samples ❑ Specifications
•;, �..,, :cat
�� •� xl'M:
,
}� I I �r•I
:! r
1 -wa7
4' YA
r Wts
I t11
,"',Landscape Afclritecture
u
a
ry
t +�R Sire Planningyxt u�r,�Ta,
Civil EngineeringTX-;±,,j
www.sitezoltitlotspicom;j V
COPIES
DATE
NO.
DESCRIPTION
2
5/21 /2012
1
Maple Park Expansion - Phase 2, Sheet C-6.5 Stormwater Wetland N2 details
RECEIVED
THESE ARE TRANSMITTED as Checked below:
El For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
Q For review and comment
REMARKS
COPY TO
❑ Resubmit AUG 16 2012
❑Submit DWQ_WARO
❑ Return
SIGNED:
Mark Breen

1
C,.,

Vinson, Scott
From:
Vinson, Scott
Sent:
Saturday, August 11, 2012 11:42 PM
To:
'Mark Breen'
Cc:
'Eric Weatherly
Subject:
Maple Park Expansion Stormwater Application - Additional Information Request
Mark,
I finished the review and everything looks good, but there is one plan sheet missing from the two sets of plans. I have
plan sheet C-6.5 for Phase One which covers the "Stormwater BMP Planting & Details" for constructed Wetland #1
within Drainage Area #4, but there is not a plan sheet C-6.5 for Phase Two plans which should cover the Stormwater
BMP Planting & Details for constructed Wetland #2 within Drainage Area #5. 1 need you to mail me 2 copies of plan
sheet C-6.5 to show the details of Wetland #2. Please have these to me as soon as you can but please no later than by
September 10, 2012 or the application package may be returned. As long as the details for Wetland #2 look as good as
the one submitted for Wetland #1 there should be no problems and I will finish the review as soon as I get it and issue
the permit that I've already drafted up. Please call or write if you have any questions, I'll be out of town for a few days
next week, but I plan on checking my voice messages and emails as often as I can.
Thanks,
Scott
SCOTT VINSON
NCDENR-DWQ
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27889
OFFICE:[phone]
DIRECT:[phone]
Before printing this email, please consider your budget and the environment.
*E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third
parties unless the content is exempt by statute or other regulation.

Vinson, Scott
From: Eric Weatherly [[e-mail]]
Sent: Thursday, June 21, 2012 1:25 PM
To: Vinson, Scott
Cc: Robbins, Della; Michelle Perry; [e-mail]; Mark Breen
Subject: RE: Maple Park Expansion - Currituck County - Multiple Submitted SW appl. packages
From: Vinson, Scott [mailto:scott.vinson(o)ncdenr.gov]
Sent: Thursday, June 21, 2012 12:42 PM
To: Eric Weatherly
Cc: Robbins, Della; Michelle Perry; Sea n(cbhvmanrobey.com; Mark Breen
Subject: -RE:.. Maple Park Expansion - Currituck County - Multiple Submitted SW appl. packages`` -
�rIC,
I'm going to combine the two submitted applications Currituck Community Park for the county and will mail you back
the second $505 application fee check to your attention this afternoon. I'll review them together and issue just one
permit modification for all the proposed changes. Once I get to and finish the full review, if I have any questions
pertaining to either submittal package, I'll contact both you and the respective consultant to answer. Thanks,
Scott
Before printing this email, please consider your budget and the environment.
*E-mail correspondence to and tram this address is subject to the North Carolina Public Records Law and may be disclosed to
third parties unless the content is exempt by statute or other regulation.
From: Eric Weatherly [maiIto: Eric WeatherlyPCurrituckCountyNC.gov]
Sent: Thursday, June 21, 2012 7:50 AM
To: Vinson, Scott; Mark Breen
Cc: Robbins, Della; Michelle Perry
Subject: RE: Maple Park Expansion - Currituck County
Hello Scott, I am in and out of office. Got your voice mail. The Consultants have been paying the permit fees. Shoot me
or Michelle an email if we can help.
Eric
From: Vinson, Scott [mailto:scott.vinson�ncdenr.gov]
Sent: Tuesday, June 19, 2012 5:27 PM
To: Mark Breen
Cc: Eric Weatherly; Robbins, Della
Subject: RE: Maple Park Expansion - Currituck County
Mark,
We received the application on June 6'" and will be reviewing it hopefully within the next 3-4 weeks. We do have a call
in to Eric Weatherly to discuss the permit fee because there is another consulting firm who had already submitted a
permit modification and fee for the same project a week or two earlier than you. We have not yet processed that
application and will most likely try to process them both at the same time depending on the discussion I hope to have
with Eric tomorrow. If this is the case, we will be returning the $505 application fee that came with your submittal
package. We'll let you know as soon as it is worked out. Thanks,
Scott

Before printing this email, please consider your budget and the environment.
*E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to
third parties unless the content is exempt by statute or other regulation.
From: Mark Breen rmailto:mbreenCalsitesolutionsoa com]
Sent: Tuesday, June 19, 2012 2:20 PM
To: Vinson, Scott
Subject: Maple Park Expansion - Currituck County
Scott,
Just want to follow up on the submittal I made for Maple Park Expansion in Currituck County on June 4th. I'd like to get
confirmation that you received it and see if you can project when it might get reviewed.
Thanks,
Mark N. Breen, PE
Site Solutions
2320 W. Morehead Street
Charlotte, NC 28208
Direct 704-496-6297
Phone [phone]
Fax [phone]
www.sitesolutionspa.com
Site Solutions. Improving The Places You Live, Work, t3 Play.
Please consider the environment before printing this email

May 29, 2012
Mr. Scott Vinson
Dept. of Environment and Natural Resources
Land Quality Section
943 Washington Square Mall
Washington, NC 27889
Subject: Stormwater Management Permit
Express Review
Maple Community Campus and Regional
Aviation and Technical Training Center
HR Project. # 110110/110140
Permit No. SW7111105
Dear Mr. Vinson:
The scope of work for the Currituck Community Park (formerly Maple Community Campus) and
the Regional Aviation and Technical Training Center has been expanded. The project area has
increased to accommodate extension of College Way (formerly New Airport Road) and
construction of roadside sidewalks has been added to the project. Enclosed for your review and
approval, please find the following items:
Two (2) copies of the plans for the above referenced project.
2. The original and one (1) copy of the executed Stormwater Permit Application with
required supplements and operation and maintenance agreements.
3. Two (2) copies of the revised project narrative and updated calculations.
4. A check in the amount of amount of $505.00 for the required fee for the permit
modification.
If you have any questions, please do not hesitate to contact this office at [phone]
Sincerely,
Hyman & Robey, PC RECEIVED,
CUY a'
Kimberly D. Hamby MAY 3 0 2W
Engineering Project Manager
cc: file DWQ-WARO
Eric Weatherly, PE, County Engineer, Currituck County
P. O. Box 339 Camden, North Carolina 27921
[phone] License C-0598
w .hymanrobey.com

SlOS 0 ' YAM

1
L'e9tter 6f,Transmit tad
TO NCDENR
943 Washington Square Malt
Washington, INC 27889
DATE
6.4.12
3337
A'TEt`r10N
Stormwater Reviewer
RE:
Currituck County - Maple Park Expansion
Stormwater Submittal
RECEPY
WE ARE SENDING YOU:
❑Shop dnamngs
❑ Copy of letter
❑Attached
❑ Pdnts
❑ change onder
SOLUTIONS
2 3 2 0
W. Morehead Street
Charlotte, INC 28208
ED
2
P 704.521.9880 F 704.521.8955
www.sitesolutionsoa.com
dDWtQsWARO
❑ Plans
❑Samples ❑Specinadons
COPIES
DATE
NO.
DESCRIPTION
2 ea.
Stormwater Management Permit Application Form, 401 Certification Application Form, Stormwater Wetland
Operation and Maintenance Agreement, and [opo map
1
Check made out to NCDENR in the amount of $505.00
1
Property Deed
1
Calculation Book
1
Subsurface Investigation
2
Set of Plans
THESE ARE TRANSMITTED as checked below:
❑ For aPP.val ❑ Approved as sut.nitted ❑ Resubmit
❑ For your use ❑ Appmved as noted ❑ Submit
❑ As requested ❑ Retumed for mrrectuns ❑ Return
❑+ For review and comment
REMARKS
COPY TO SIGNED: Mark Breen, PE

•'q P V
1-14 or
•— P
lea>wa 1�u/� 4ve Y 11 4 �.

i N

TOPO! map printed on 05/23/12 from "Maple Park Expansion.tpo"
05/23/12

r

BOOK 1062PA035E
I��II�IIIII�NVI�IIIIII���I��NIVNIIVI�N�IIII���IVII
: 2093710003 TYPe. CRP
DocFl.coD0000
Al \ .�
Fee Aet: 830 260.00 Page 1 of 3 � � �Yt D
Exclse Tax: �5,040.00 1Q,IY
Currltuck Count". NC
Charlene Y Do.dY RGaister of Deeds
aK1062 PD356-358 UUN - 6 2012
NORTH CAROLINA GENERAL WARRANTY DEP V V Q4 `V AR0
Excise Tax: $ 5,040.00
Parcel Identifier No. 005200000170000 Verified by County on the _ day of , 20_
MailBox to: ROBERT B. HOBBS, JR., ATTORNEY, HORNTHAL, RILEY, ELLIS & MALAND, L.L.P. P O BOX 310
This instrument was prepared by: WALKER & ROMM, 160 COURTHOUSE RD., CURRITUCK, NC 27929
Brief description for the Index: CRAWFORD TOWNSHIP
THIS DEED made this I I th day of September 20 08, by and between
BRENDA BROWN LANKFORD and husband, I COUNTY OF CURRITUCK
WARREN M. LANKFORD P O BOX 39
1133 Hudson Drive N.E. CURRITUCK, NC 27958
Atlanta, GA 30306
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WIT'NESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt ofwhich is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot orparcel of land situated
in the City of CRAWFORD Township, CURRITUCK County, North Carolinaand
more particularly described as follows:
See Attached "Exhibit A"
The property hereinabove described was acquired by Grantor by instrument recorded in Book 87E28 page
A map showing the above described property is recorded in Plat Book page
NC Bar Association Form No. L-3 ® 1976, Revised m 1977, 2002
Printed by Agreement with the NC Bar Association —1981 SoftPro Corporation, 333 E. Six Forks Rd., Raleigh, NC 27609
1'RANSFERTAXAM UNT 'CD&AD 'raxCollectorC i'ca'neatN_oDelinquentTaxcs
DATE/COLLECTOR I Are Due. Date neat
- Certification
expires Jan. 6�h o. ee ear following certification date.

BOOK 106 2 PAGE U 3 5 7
EXHIBIT A
ATTACHED TO DEED FROM
BRENDA BROWN LANKFORD TO THE COUNTY OF CURRITUCK
r
All that certain piece or parcel of land located in Crawford Township, Currituck
County, North Carolina, more particularly described as follows:
Beginning at a concrete monument located in the northern right-of-way line of U.S.
Highway 158 (100 foot public right-of-way), said beginning point being located
' North 71 degrees 42 minutes 45 seconds East 177.17 feet from N.C.G.S. monument
"PICNIC" (N = 973,680.1196 U.S. survey feet; E = 2,876,526.0186 U.S. survey feet);
thence from said point of beginning, along the property line of the County of
Currituck, North 21 degrees 01 minutes 02 seconds East 1292.61 feet to a concrete
monument; thence continuing along the property line of the County of Currituck,
North 21 degrees 30 minutes 09 seconds East 329.34 feet to a concrete monument;
thence continuing along the property line of the County of Currituck, the following
courses and distances: 'South 66 degrees 26 minutes 49 seconds East 651.75 feet to
a concrete monument; thence South 10 degrees 59 minutes 33 seconds West 112.15
feet to an iron pipe; thence North 48 degrees 21 minutes 23 seconds East 758.80 feet
to a concrete monument; thence North 56 degrees 26 minutes 28 seconds East 328.35
feet to a concrete monument; thence South 06 degrees 04 minutes 36 seconds West
460.54 feet to a concrete monument; thence South 83 degrees 33 minutes 01 seconds
East 358.37 feet to a point located North 83 degrees 33 minutes 01 seconds West
10.00 feet from a rebar; thence continuing along the property line of the County of
Currituck, the following courses and distances: South 00 degrees 17 minutes 24
seconds East 940.01 feet to a point in the centerline of a ditch; thence South 43
degrees 30 minutes 20 seconds West 71.60 feet to a rebar; thence South 02 degrees
37 minutes 57 seconds West 475.70 feet to a rebar located in the northern right-of-
way line of U.S. Highway 158; thence along the northern right-of-way line of U.S.
Highway 158, North 86 degrees 31 minutes 32 seconds West 626.00 feet to an iron
rod; thence continuing along the northern right-of-way line of U.S. Highway 158,
North 86 degrees 31 minutes 32 seconds West 266.45 feet to an iron rod located in
the southeast corner of property owned by Serena M. Brickenridge, Julia M. Hams
and Elaine Mackey; thence along the property line of Brickenridge, Hams and
Mackey, the following courses and distances, North 09 degrees 46 minutes 55
seconds East 210.00 feet to an iron rod; thence North 86 degrees 31 minutes 32
seconds West 105.00 feet; thence South 09 degrees 46 minutes 55 seconds West
210.00 feet to an iron rod located in the northern right-of-way line of U.S. Highway
158; thence along the northern right-of-way line of U.S. Highway 158, North 86
degrees 31 minutes 32 seconds West 130.55 feet to a rebar located in the
southeastern corner of the property of Crawford Township V. F. D., Inc.; thence
along the eastern line of Crawford Township V. F. D., Inc., North 02 degrees 41
minutes 13 seconds East 10.36 feet; thence continuing along the eastern line of
Crawford Township V. F. D., Inc., North 03 degrees 33 minutes 05 seconds East
180.80 feet to a rebar; thence along the northern property line of Crawford Township
V. F. D., Inc., North 86 degrees 30 minutes 51 seconds West 556.42 feet to an iron
rebar; thence along the western property line of Crawford Township V. F. D., Inc.,
South 03 degrees 27 minutes 31 seconds West 190.94 feet to an iron rebar located in
the northern right-of-way line of U.S. Highway 158; thence along the northern right-
of-way line of U.S. Highway 158, North 86 degrees 27 minutes 32 seconds West
561.95 feet to the place and point of beginning, and being a parcel of land containing
67.11 acres more or less, and being shown and designated as "Tract 1 " and "Tract 2"
on that certain survey entitled, in part, "Boundary Survey for The County of
Currituck, a Body Politic and Corporate of the State of North Carolina," by Kenneth
M. Seymour, P.L.S., Survey is Certificate dated June 4, 2008, and recorded in Plat
Cabinet _K, Slide 60 , Currituck County Registry, reference to which is
hereby made for a more particular description of the property herein conveyed.
D3226-9R11 Cum=k County Lcgal Dcsc.wpd

Book 1062PAGE0358
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, 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: UTILITY EASEMENTS OF RECORD.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as oftheday and year first above written.
llJufllLV(Ci)dLd7f�G���GLf4� (SEAL)
(Entity Name) B',1R/E/NpA BROWN' LANKF
By:yt' QMW /" (SEAL)
Title: WARREN M. LANKFORD
(SEAL)
State or'@f'Caro)}na`= County of CURRITUCK
�1,9£FQt9 Notary Public of the County and State aforesaid, certify that BRENDA BROWN LANKFORD and
h d'A ANKFORD personally appeared before me this day and
a "",a
�IuF,'i!iiopution of the foregoing instrument for the purposes therein expressed. Witness my hand and Notarial
s e41JLis'�h� ir'�d$y?bf September , 2008
4'/t4X
_'p/nnS� .'' N Public
X1,,,,_"6I _
State of North Carolina - County of
1, the undersigned Notary Public of the County and State aforesaid, certify that
personally carve before me this day and acknowledged that he is the of
a North Carolina or
corporation/limited liability company/general PartnershiPnunitedpartneBhip (strike through the inapplicable), and
that by authority duly given and as the act of such entity, _he signed the foregoing instrument in its name on its behalf as its act and
deed. Witness my hand and Notarial stamp or seal, this _ day of , 20_
My Commission Expires:
Notary Public
State of North Carolina - County of
1, the undersigned Notary Public of the County and State aforesaid, certify that
Witness my hand and Notarial stamp or seal, this
My Commission Expires:
The foregoingCernficate(s)
is/are certified to be correct.
on the first page hereof.
day of 20_
This instrument and this certificate are
Register of Deeds for _
By: Deput
NC Bar Association Form No. L-3 ®1976, Revised ® 1977, 2002
Printed by Agreement with the NC Bar Association — 1981 Sofl
Notary Public
date
County
in the BookandPage shown
Corporation, 333 E. Six Forks Rd., Raleigh, NC 27609

Project Narrative
Currituck Community Park and
Regional Aviation and Technical
Training Center
Currituck County - North Carolina
November 11, 2011
Revised May 29, 2012
Project Overview
RECEIVED
MAY 3 0 2012
DWQ-WARO
Currituck County is proposing to construct improvements for the Currituck Community Park (formerly called
Maple Community Campus) located between the Currituck County Regional Airport and the New Currituck
Family YMCA which is currently under construction and nearing completion. The Campus site is on the north
side US Hwy 158 in Crawford Township in Currituck County. The Campus project consists of 83.94 acres that
are part of over 600 acres of county owned property. The 600 acres is currently occupied by the airport, the
Cooperative Extension Office, the YMCA community center, and Maple Commerce Park, which is currently
under construction. The Park project initially contained 76.42 acres that was delineated based on the existing
large drainage ditch that separates this area from the existing site for the YMCA and the Cooperative Extension
Office, which is covered under an existing stormwater permit, and the area dedicated for airport expansion
including setbacks. The project area was been expanded to 83.94 acres to take in the area north of the original
project. On -site wetlands have been delineated and will not be impacted by construction.
The tract is currently zoned HM (Heavy Manufacturing), GB (General Business), and A (Agricultural). The
Campus area is mostly woods with some existing farm land. Existing wells for the municipal water system
utilities are located on the airport, west of the Park. In the future, additional wells are planned along the Hwy
158 frontage of the Park.
The Master Plan for the Park includes the Regional Aviation and Technology Training Center, a future Fire
Station, and a variety of recreational facilities that will be constructed in phases. Please note that the area
immediately behind the Training Center has been excluded from the Campus project area. This is due to the
apron and taxiway connection being funded as part of the airport. Any permitting necessary will be obtained by
the airport engineers, Talbert and Bright, Inc.
Land disturbing activities associated with the first phase of the Park will include construction of two streets and
the first site, the Regional Aviation and Technology Training Center. The extension of Maple Parkway will
extend from the existing terminus at the Currituck Family YMCA, to the Training Center. Gravity sewer and
waterline will be installed along Maple Parkway to provide service to the Training Center. College Way (formerly
referred to as New Airport Road) will cross the end of Maple Parkway at the Training Center and will extend out
to Hwy 158, Shortcut Road to the south and to the existing Maple Park parking lot to the north. A waterline will
also be installed along the west side of College Way to Hwy 158 where it will connect to an existing main. The
roads will be 24' wide with roadside swales for stormwater collection. Construction of the Training Center site
will include two buildings; required parking, sidewalks, and utilities; and a variety of stormwater BMP's.
Stormwater Management
The overall Park will contain approximately 10-15% coverage at build out. There will be approximately six areas
that we identify as high density pockets. Stormwater draining from the roads and other low density areas near
the roads, such as recreational fields, will be collected in grass lined swales and directed to discharge points at
each end of the proposed roads where the water will leave the site and drain to the North River swamp. Some
r O. 8m 339 Camden, Nf.,r(h Camlir:.`, 2'7NI
[phone] LkenseC-6599
rrnc: hyainnrol:ey rcm

Currituck Community Park
May 29, 2012
of the low density areas located further from the roads may be allowed to sheet flow to the existing wetlands.
The high density pockets will each have BMP's to provide the appropriate treatment for the runoff from those
areas. For design and permitting of Phase 1 of the Campus, all areas outside the high density pocket of the
Training Center are considered to be Drainage Area 1.
Drainage Area 1 encompasses the majority of the Park and consists of 61.98 acres. This drainage area has
been reduced from the originally permitted area as the extension of College Way has made it possible for a
portion of the future softball field area to be drained toward the extended roadside swales that will now drain
north in Drainage Area 3. Impervious area within this drainage area will consist of 79,811 sf of roadway and
18,926 sf of sidewalk that is currently designed. Future coverage of up to 70,000 sf is included in the permit
application for the addition of paths, sidewalks, small buildings and other miscellaneous features of the
recreational facility that will not constitute high density pockets. Additional high density pockets will be permitted
out of this drainage area in the future. The design and permitting of additional high -density pockets will require
modification of the original stormwater permit.
The site for the Regional Aviation and Technology Training Center is the only high density pocket currently
under design and is considered to be Drainage Area 2. This drainage area is 6.53 acres. The stormwater
treatment system for this site will utilize three infiltration basins and one wet detention basin. The infiltration
basins have been designed to NCDENR guidelines, but will not be permitted. They will provide pretreatment
and assist with attenuation of the increase in site runoff. The design of the stormwater BMP's is based the on a
soils report prepared GET Solutions, Inc., date October 21, 2011. A copy of this report is attached as part of the
appendix.
According to the soils report, the infiltration rates for the soils to the north and east of the proposed building
range from 0.629 to 6.325 inches per hour. Seasonal High Water Table estimates range from elevation 7.25 to
9. An average of elevation 8.0 has been applied to this area and the Infiltration Basins have a bottom elevation
of 10.0 to provide the required two feet of separation. Each been designed to store a minimum volume equal to
1.5" to 2" runoff from the related drainage area. All three basins are designed to be off-line and have bypass
structures that allow runoff in excess of the storage volume to be routed beyond the basins. The bypasses from
each basin are collected and routed to a swale that drains to the wet detention basin.
The soils report indicates that the soils to the south of the proposed building are less permeable that those to
the north and are not suitable for infiltration basins. The seasonal high water table in this portion of the site
ranges from 7' to 8.5' with existing ground elevations ranging from 8.5' to 11.5'. The lack of permeability and the
elevation of the water table make wet detention the most practical form of stormwater treatment in this area.
The permanent pool elevation has been set at elevation 7.0'. The detention pond is designed for 90% TSS
removal and storage of the first 1.5" of runoff. The detention pond design also meets the County's requirement
limiting post development runoff to predevelopment levels during the 10yr rainfall event. This is accomplished
by routing the bypass drainage from the Infiltration Basins the detention pond and controlling the release of
stormwater with a multi -stepped weir structure. The detention pond will discharge into the roadside swale for
New Airport Road.
Drainage Area 3 contains 15.43 acres in the northern portion of the Park. This is the area that has been added
since the stormwater permit for the project was issued. It has now been included in the Park project as the
county decided to extend College Way to the existing Maple Park parking lot. The roadway that has been
designed in this drainage area contributes 23,492 sf of impervious area. According to the master plan for the
park, the only other development planned for this drainage area in the near future is a storage area for park
maintenance. That site has not been designed at this time, but we have allotted 45,000 sf of future coverage
within the drainage area for a total impervious area of 68,492 sf or 10.19% impervious. Future development
plans will be submitted for review for compliance with the Park stormwater permit as they are developed. All of
the runoff from Drainage Area 3 is routed to a large existing 6.6 acre lake that is currently receiving runoff from
Maple Park. The drainage from the roadway extension is being tied into an existing swale that drains to the
lake.

Currituck Community Park
May 29, 2012
Erosion Control
This project will utilize standard erosion and sediment control measures to minimize any development impacts
during construction. Standard erosion and sedimentation control measure specified include but are not limited
to: Gravel construction entrance, silt fence, rock check dams, rip -rap pipe protection, inlet protection, and
seeding and mulching. The wet detention basin will be used as a sediment basin during the construction
process and will be restored to design conditions at the end of the construction process. The pond drawdown
device will be equipped with a skimmer to provide surface drawdown until the site is fully stabilized. The total
area within the limits of disturbance is calculated to be 24 acres. All proposed swales/ditches have been
designed with nonerosive runoff Flow velocities during the 10yr rain event with the exception of Swale #4 which
is the swale discharging into the existing lake. During the 10yr rain event, Swale #4 has an estimated discharge
velocity of 4.2 fps. To protect the swale from erosion and dissipate the flow, a 20' wide X 30' long riprap apron
has been provided upstream of the stone check dam.
SPAN C. t1pe�.

Q(,NY''LIIA
t
L,Orr-n(,� �1 ��
SIC S07J2
7
�o�: � �t�� � � � •.,
�U ��') I e r�'1 � f'1 f" - M p r� ; ri
(� c�:l r U 1 �
� 1
pU
�0 , l
3
:Jl
I I

CURVE NUMBER TABLE
Maple Community Campus & Regional Aviation and
Technology Training Center
Area Breakdown
Node Acreage Pavement Roof Grass
DA1 69.89 3.87 0.00 66.02
DA2 6.53 2.35 0.95 3.23
DA3 15.43 1.57 0.00 13.86
5/16/2012
Weighted
CN
81.00
89.10
81.83
Total 91.85 7.79 0.95 83.11 81.71
Data for Low Density Supplement
Swale 1
17.50
2.35
- 0.00
15.15
82.42
Swale 2
4.75
0.60
0.00
4.15
82.27
Swale 3
7.25
0.78
0.00
6.47
81.94
Swale 4
15.43
1.57
0.00
13.86
81.83

''r
Project Name: Regional Aviation and Technology Training Center 05/16/12
Project Number: 110110
Node Table/TC calculator
SCS
Node
Acreage
CN
Length (ft)
High Pt.
Low Pt. Elev
Diff (ft) S
(ft/ft)
Tc (min)
COA - Pre
6.53
60
900
10.64
8.18
2.46
0.00273
58
COA - Post
6.53
89
1545
12.5
7
5.5
0.00356
33
Pre to 158
30.00
60
2200
13
4.5
8.5
0.00386
100
Swale 1
17.50
82
2000
13
4.5
8.5
0.00425
48
Swale 2
4.75
82
1045
13
8.3
4.7
0.00450
28
Swale 3
7.25
82
1030
12
8.3
3.7
0.00359
31
Swale 4
15.43
82
1400
12
7.75
4.25
0.00304
42

channel description #4 90333 5/17/2012
Q(I0/24)= 9.27 CFS
n= 0.03 (Mannings "n" for channel) Z(REQ'D)= 1.204783746
S= 0.024 FT/FT (drainage slope)
m= 3 (ditch side slope)
B = bottom width
Y = depth of flow
A = cross sectional area
P = wetted perimeter
6 Y
A
P
R
Zav REIv
1 0.7
2.17
5.427188724
0.399838684
I.I77736894
1 0.8
2.72
6.059644256
0.448871235
1.594589602
1 0.72
2.2752
5.553679831
0.409674319
1.255001121
1 0.71
2.2223
5.490434277
0.40475851
1215995692
1 0.705
2.196075
5.458811501
0.402299108
1.196773314
1 0.707
2.206547
5.471460611
0.403282991
1.204439911 OK
VELOCITY IN CHANNEL 4.201134 FPS
USE RIP -RAP APRON FOR VELOCITIES IN EXCESS OF 4.5 FPS

NCDENR
North Carolina Department of Environment and Natural
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
November 29, 2011
Mr. Eric T. Weatherly, PE, County Engineer
County of Currituck
153 Courthouse Road, Suite 302
Currituck, NC 27929
Dear Mr. Weatherly:
Resources
Ci e MoaQ ; �cw�' k-• # Z
9/zf/a0/f-
Subject: Stormwater Permit No. SW7111105
Maple Community Campus & Regional Aviation
and Technical Training Center
Overall Low Density Commercial Development
with an Area of High Density
Currituck County,
Dee Freeman
Secretary
The Washington Regional Office received a complete Stormwater Management Permit Application for
Maple Community Campus and Regional Aviation and Technical Training Center on November 15,
2011. Staff review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC
2H.1000. We are forwarding Permit No. SW7111105 dated November 29, 2011, for the construction
of the subject project.
This permit shall be effective from the date of issuance until November 29, 2021, 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 adtudicatory 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.
If you have any questions, or need additional information concerning this matter, please contact Scott
Vinson, or me at [phone].
Sincerely, Q�
Al Hodge
Regional Supervisor
Surface Water Protection Section
AH/ sv: K:\WQS\STORMWATER\PERMIT\SW7111105
cc: Sean Robley, PE(elogi
Currituck County Building Inspections
t^ashington Regional Office
North Carolina Division of Water Duality Internet: www.ncwaterquality.org One
943 Washington Square Mall Phone: [phone] \ FAX [phone] NorthCarolina
Washington, NC 27889 FAX: [phone] Naturally
An Equal Opportunity 1 Affirmative Action Employer

'f
State Stormwater Management Systems
Permit No. SW711 1105
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
OVERALL LOW DENSITY COMMERCIAL DEVELOPMENT
WITH AN AREA OF HIGH DENSITY
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
County of Currituck
Maple Community Campus and Regional Aviation and Technical Training Center
off NC Hwy 158, between Airport Rd.& Aviation Parkway, Barco, Currituck County
FOR THE
construction, operation and maintenance of an overall low density commercial
development with a wet detention pond in compliance with the provisions of Session
Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to as the "stormwater
rules') and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until November 29, 2021, 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. The built -upon area percentage for the low density portion of this project must be
maintained at 24% per the requirements of Session Law 2008-211 and 15A
NCAC 2H .1000. This project is permitted for a maximum of 162,300 square feet
of built upon area for the Low Density portion of the project and 143,555 square
feet of built upon area for the High Density portion of this project.
3. The stormwater systems proposed to treat the runoff generated by the
designated high density area has been approved for the management of
stormwater runoff as described in Section 1.7 on page 3 of this permit.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW7111105
5. The runoff from all built -upon area within the high density portion of the permitted
drainage area of this project must be directed into the permitted stormwater
control system. Within the low density portions of the permitted project, the only
runoff conveyance systems allowed will be vegetated conveyances such as
swales with minimum side slopes of 3:1 (H:V) as defined in the stormwater rules
and as shown on the approved plans. The built -upon area for the future
development is limited to 100,000 square feet within the low density drainage
area #1 and 10,000 square feet within the high density drainage area #2 as set
within the approved plans and application. Plans for any future built -upon area
not currently shown on the approved plans must be submitted and approved by
the Division prior to the start of construction.
6. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
7. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area #2, acres: 6.53 ac (284,655sf)
b. Total Impervious Surfaces, ftZ: 143,555
C. Design Storm, inches: 1.50
d. Pond Depth, feet: 7.50 (4.0'average)
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSI2: 7.00
g. Permanent Pool Surface Arei, ft : 12,800
h. Permitted Storage Volume, ft : 23,921 (at temporary pool elev)
i. Temporary Storage Elevation, FMSL: 8.50
j. Predevelopment 1 year 24 hour: 1.45 cfs
k. Post development 1 year 24 hour: 0.12 cfs w/control
I. Controlling Orifice: 2.50"0 pipe
M. Permitted Forebay Volume, ft3: 7,752
n. Fountain Horsepower, HP 1/6 Hp
o. Receiving Stream/River Basin: UT to North River / Pasquotank
p. Stream Index Number: 30 — 2
q. Classification of Water Body: "SC"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW711 1105
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken..
5. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
6. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 1/6 horsepower.
7. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
9. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-uponarea or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. 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.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW7111105
12. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans and receive approval prior to the start
of construction.
13. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
14. This permit shall become void unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and
other supporting data.
15. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in. compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
16. Prior to the subdivision and/or sale of this project, in whole or in part, the
following deed restrictions must be recorded with the Office of the Register of
Deeds:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7111105, as issued by
the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made'a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
C. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division of
Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. This project is permitted for a maximum of 305,856 square feet of built -upon
area. Construction of additional built -upon area in excess of this amount will
require a permit modification.
g. This project may not be sold or subdivided, in whole or in part, without first
receiving a permit modification from the Division.
h. Construction of additional impervious areas such that low -density
requirements are no longer met will require a permit modification prior to
construction. An engineered system will be required to collect and treat the
runoff from all built -upon area associated with the project, including that area
permitted under the low density option.
i. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with this development, except for average driveway crossings, is
strictly prohibited by any persons.
j. The built -upon areas shall be located a minimum of 50 feet landward of all
perennial and intermittent surface waters.
17. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee,
the deed book number and page, and the stamp/signature of the Register of
Deeds.
Page 5 of 9

J
State Stormwater Management Systems
Permit No. SW7111105
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4.. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW7111105
12. This permit shall be effective from the date of issuance until November 29, 2021.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 29th day of November, 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7111105
Page 7 of 9

rJ
State Stormwater Management Systems
Permit No. SW711 1105
Maple Community Campus & Regional Aviation & Technical Training Center
Stormwater Permit No. SW7111105
Currituck County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW7111105 i
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Currituck County Building Inspections
Page 9 of 9

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
NOV I b Nil
�Ve on
b 1 l I I 105
Applicable Rules: ❑ Coastal SW —1995 ❑Coastal SW — 2008 ❑ Ph II - Post Construction
(select all thJ481D n-Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources 1
Division of Water Quality j �Jo D
STORMWATER MANAGEMENT PERMIT APPLICATION FORM v of/
This form may be photocopied for use as an original
I [le7 t l� l t 17:�7 f 1.i�ifti a 7:� l t[i] i• i
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Maple Community Campus and Regional Aviation and Technical Training Center
2. Location of Project (street address):
Off of NC Hwy 158, between Airport Road and Aviation Parkway
City: Barco County: Currituck Zip: 27917
3. Directions to project (from nearest major intersection):
From the intersection of Hwy 158 and Hwy 168 in Barco, travel west on Hwy 158 approximately 2.5 miles..
The entrance is located on the north side of the road between the existing Crawford Volunteer Fire
Deoartment and Airport Road (SR 1379).
4. Latitude:36* 23' 20.38" N Longitude:76° 01' 12.40" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
®Low Density ®High Density []Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 20 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
Form SWU-101 Version 07Jun2010 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: Currituck County
Signing Official & Title: Eric T. Weatherly, PE, County Engineer
b.Contact information for person listed in item la above:
Street Address: 153 Courthouse Road, Suite 302
City: Currituck State: NC Zip: 27929
Mailing Address (if applicable): 153 Courthouse Road Suite 302
City: Currituck State: NC Zip: 27929
Phone: (252 ) 232-6035
Email: [e-mail]
Fax: ( 252 ) 232-3298
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: Hyman & Robey. PC
Signing Official & Title: Sean C. Robey, PE
b.Contact information for person listed in item 3a above:
Mailing Address: P. O. Box 339
City: Camden
Phone:( 252 ) 335-1888
Email: [e-mail]
State: NC Zip: 27921
Fax: ( 252 ) 338-5552
4. Local jurisdiction for building permits: Currituck County
Point of Contact: Donna Voliva Phone #: (252 ) 232-2055
Form SWU-101 Version 07Jun2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
This proiect will contain a mix of high -density and low density features. Stormwater runoff in low density
areas will be collected via sheet flow and grass lined swales. High density areas will be provided with a
variety of stormwater BMP's including infiltration ponds and wet detention basins.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph II — Post Construction
3. Stormwater runoff from this project drains to the Pasquotank River basin.
4. Total Property Area: 76.42 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project
Area':76.42 acres
Total projearea shall be calculated to exclude the following: the normal pool of imppounded structures, the area
between thect banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = +/-10 %
9. How many drainage areas does the project have? 2 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below. P 0
Basin Information
Draina e Area 1
Draina e Area 2
Draina e Area _
Drainage Area _
Receiving Stream Name
North River
North River
Stream Class
SC
q5 ` SC
Stream Index Number *
30-2
30-2
Total Drainage Area (so
3,044,396
284,655 611j
c
On -site Drainage Area (so
3,044,396
284,655
Off -site Drainage Area (so
0
0
Proposed Impervious Area** (so
162,300
143,555
% Impervious Area** (total)
5.33%
50.43%
Impervious** Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area
Drainage Area _
On -site Buildings/Lots (so
41,500
On -site Streets (so
62,300
On -site Parking (so
rLOi
77,000
On -site Sidewalks (so
15,055
Other on -site (so
Future (so
100,000
10,000
Off -site (so
o a )
Existing BUA*** (so
Total (so:
162,300
143,555
Stream Class and Index Number can be determined at: littp://portal.ncdenr.org/web/wq[hs/csu/classifications
** Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
* Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version 07Jun2010 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
fromhttl2://portal.ncdenr.org web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from htto://portal.ncdenr.org/web/wq/ws/su/statesw/forms dots. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at htw://12ortal.nedenr.org/web/wq/­wsZsu/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from httl2://12ortal.ncdenr.org/web/wq/ws/su/­statesw/forrns dots.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. 1C-th
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants A/ n
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestol2exl2ress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1h mile of the site boundary, include the' i
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NEW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
AJ
Form SWU-101 Version 07Jun2010 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
A copy of the most current property deed. Deed book: see attached Page No:
For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary.state.nc.us/CoEporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xlI" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, (910) 796-73732 1
T014
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
htto://oortal.ncdenr.ore/web/wo/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Sean C. Robey, PE
Consulting
Mailing Address: P. O. Box 39
City: Camden State: NC Zip: 27921
Phone: (252 ) 335-1888
Email:
Fax: ( 252 ) 338-5552
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 07Jun2010 Page 5 of 6

Deed References — Maple Community Campus
Airport Property
Parcel No. 0052000014A0000
PIN #8977-96-6982
DB 875, Pg 807
Lankford Tract
Parcel No. 005200000170000
PIN #8977-84-0404
DB 1062, Pg 356
Existing House lot
Parcel No. 005200000190000
PIN # 8977-83-0745
DB 1170, Pg 359
Adjacent to House lot
Parcel No. 005200000180000
PIN# 8977-83-1862
DB 1062, Pg 356

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
I, a Notary Public for the State of I County of
do hereby certify that personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
I, (print or type name ofperson listed in Contact Information, item 1a) Eric T. Weatherly, PE
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000, SL 2006-246 (Ph. II — Post Construction) or SL 2008-211.
Signature: ) W 'O "I Date: ( I— 9- I i
I, AVIA a m A 0. R -A j tiers , a Notary Public for the State of Nb r+k Coro I I t IA.County of
do hereby certify that E—YI L T WeA Ui erg personally appeared
before me thisG4tay of NOV(yLLbej�: and ac wled e the due execution of the application for
a stormwater permit. Witness my hand and official seal, ��
rR'A(BF�'
Notary Public ;
Pascluotonk County
=My Commission Expires_
10/2012016
SEAL
My commission expires OG-t 2-0, 2a ( to
Form SWU-101 Version 07Jun2010 Page 6 of 6

NOV 15 2011
Permit Number: 5 W 1 1 H I n5
(to be provided by DWQ)
NC DENR Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
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):
does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
® does ❑ does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash debris is present.
Remove the trash debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page I of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
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 7.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 33:5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 7.0
3_5 Pe anen Pool
--------------- -- Volume Sediment Removal Elevation -0.5 Volume
2_5 -ft Min.
----------------
---------------------------- ------
Sediment Bottom Elevation -1.5 1-ft n
Storage Sedimer
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the 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.
Project name:Maple Park Campus & Regional Aviation and Technology Training Center
BMP drainage area number:
Print name: Eric T. Weatherly, PE
Title: County Engineer, County of Currituck
Address:153 Courthouse Road, Suite 302, Currituck, NC 227929
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.
1, A rvt atn da R • A I ber5 , a Notary Public for the State of
hlor- k Cat06-Nn, County of Paet)o't.G1ylK , do hereby certify that
�ri L I . Weetitier personally appeared before me this
day of Nrweyl~ bets , 20I I , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
\auuuluuuu�
P, R A<B�
P s.,
a Notory Public
S Pasquotonk County E
=My Commission Explres_
10/20/2016
y0
1/11I IC IAnOV\
SEAL
O&tarJ pt.tbll'c. sign,-}vrc_
My commission expires 10-20- Z01(,::,
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Permit No. 6,v1 a l l-I Loa -
(to be provided by DWD)
EXPRESS
ESS
NOV 15 2011
AIM NC DEN R
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
O�0p WA7F9,q
h y
� r
s
Project name Maple Community Campus - Regional Aviation and Technology Training Center
Contact person Eric T, Weatherly, PE, County Engineer
Phone number 252-232-6035
Date , 9-Nov-11
Drainage area number Drainage Area #2
II. DESIGN INFORMATION
Site Characteristics
Drai age area
284,655 Ill
Impeious area, post -development
143,555 ft2
% impervious
50.43 %
Design rainfall ofr—
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
20,846 fts OK
Volume provided
Storage Volume: SA Waters
1.5' mnoff volume
Pre -development 1-yr, 24-hr mnoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the lyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak Bow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm, pool elevation)
Top of 10ft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
23,921 fts
OK, volume provided is equal to or in excess of volume required.
fts
fts
ft'
ft'
N (Y or N)
3.1 in
0,10 (unidess)
0.48 (unidess)
3.08 irdhr OK
1.45 ftl/sec
7.15 fts/sec
5.70 ftl/sec
8.50 fmsl
7.00 fmsl
7.50 fmsl
7.50 fmsl
6.50 fmsl
-0.50 fmsl
-1.50 first
1.00 ft
Y (Y or N)
8.5 fmsl OK
Foan SW401-Wet Delention Bash-Reve-9/17/09 Parts 1. 311. Design Summary, Page 1 of 2

Permit
(to be Pmwdad by DWQ)
Ili DESIGN INFORMATION
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, A.-.
Area, bottom of 10ft vegetated shelf, Aw awi
Area, sediment cleanout, top elevation (bottom of pond), Al.d
Volumes
Volume, temporary pool
Volume, permanent pool, Vpe _pw
Volume, forebay (sum of forebays if more than one forebay)
Forebay %of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
MountainlPiedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, V.-,,
Area provided, permanent pool, A..
Average depth calculated
Average depth used in SAIDA, dn, (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-21b)
Area provided, permanent pool, A...
Area, bottom of 1 Oft vegetated shelf, A. s,mi
Area, sediment cleanoul, lop elevation (bottom of pond), Abp,,,a
18,290 It
12,525 ft3
4.40 (unitless)
12,800 ft OK
9,956 ft?
1,269 ft'
23,921 ft3 OK
41,094 ft3
7,752 ft3
18.9% % OK
90 %
Y (Y or N)
N (Y or N)
4.40 (unitess)
N (Y or N)
41,094 ft3
12,800 '
If
It
Y (Y or N)
12,800 ftz
9,956 ft?
1,269 flC
'Depth' (distance b/w bottom of 1Oft shelf and top of sediment) 7.00 It
Average depth calculated 4.06 If
Average depth used in SAIDA, d„, (Round to nearest 0.5ft) 4.0 It
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orfice (if -non -circular)
Coefficient of discharge (Co)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (C,)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpalh to width ratio
Length to width ratio
Trash rack for overflow & onfce?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Form SW401-Wet Detention Basin-Rev.8-9/17/09
Y (Y or N)
2.50 in
in2
0.60 (unitless)
0.33 ft
N (Y or N)
(unitless)
(unitless)
It
It
1.45 ft/sec
7.15 ft3/sec
0.12 ft'/sac
2.39 days
5 :1
10 :1
10.0 ft
4 :1
Need 3 ft min.
OK
OK
OK, draws down in 2-5 days.
OK
OK
OK
OK
3.9 :1
OK
Y (Y or N)
OK
2.Oft
OK
N (Y or N)
OK
N (Y or N)
Insufficient. Recorded drainage easement required.
Y (Y or N)
OK
pump
Parts I. & II. Design Summary, Page 2 of 2

Permit
(to be provided by DWQ)
IIL"REQUIRED9TEMS CHECKLIST "' ''
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
AZJ4")— C300-C305 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROM,
- Overflow device, and
- Boundaries of drainage easement.
1AA-1- C301, C503 2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
! w
C503
3. Section view of the wet detention basin 0" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
tat h
C502
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
]_
appendix
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
to verify volume provided.
C502
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
appendix
7. The supporting calculations.
IVL�y1�I
attached
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
'o►I�1
W 1 1
nla
9. A copy of the deed restrictions (if required).
PW1 appendix 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.8-9117109 Part III. Required Items Checklist, Page 1 of 1

Permit No. S vJ ) I ( I bS
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
EXPRESS Division of Water Quality
NOV 1E'QAMWATER MANAGEMENT PERMIT APPLICATION FORM
NC DENR LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in Session Law 2008-211, 15A NCAC 2H. 1000, Session Law 2006-246, and the DWQ BMP Manual.
Curb and gutter systems are allowed provided they meet the requirements in 15A NCAC 2H .1008(g).
I. PROJECT INFORMATION
Project Name : Maple Community Campus & Regional Aviation and Technical Training Center
Contact Person: Eric T. Weatherly Phone Number: ( 252 )232-6035
Number of Lots: 1 Allowable Built Upon Area (BUA) Per Lot*: N/A
Number of Dwelling Units Per Acre**:
Low Density Development (check one): ® without curb & gutter ❑ with curb & gutter, outlets to (check one):
❑ Swales ❑ Vegetated Area
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
**(Phase II Post -Construction (non -SA) only)
IL BUILT UPON AREA
Refer to DWQ's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (http://h2o.enr.state.nc.us/su/bmp_forms.htm)
Complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combined.
• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non -uniform lots.
Form SW401-Low Density-Rev.3-2/10/09 Page I of 4

Calculation:
For uniform lot sizes:
(SA: ft' x DF: ) — (RA: ft') — (CA: ft2) = BUA per Lot = ft2
(No of Lots: )
For non -uniform lot sizes:
a. (SA: 3140740 ft' x DF: 0.24) — (RA: 62300 ft2) — (OA: ft') = Total allowable lot BUA = 690,000 ft2
b. Total BUA from lot listing: sf. b must be *�a
III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http://hdsc.nws.noaa.gov/hdsc/pfds/
Table 1. Swale design information based on the 0-year storm.
Swale No.
Drainage
Area (ac)
Impervious
Area (ac)
Grassed
Area (ac)
C
Q
(cfs)
Slope
M
Vallow
(fps)
Vacmal
(fps)
Flow
Depth (ft)
1
17.5
2.35
15.15
0.20
10.75
0.30
3.5
2.01
1.18
2
4.75
0.60
4.15
0.19
3.68
0.30
3.5
1.53
0.75
3
7.25
0.78
6.47
1 0.18
5.09
1 0.30
3.5
1.66
1 0.86
4
5
6
7
8
9
10
11
12`
13,
14
15
16
17
18
19
20
Form SW401-Low Density-Rev.3-2/10/09 Page 2 of 4

IV. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-211.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An
incomplete submittal package will result in a request for additional information. This will delay final
review and approval of the project. Initial in the space provided to indicate that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant hag designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met.
then justification must be attached. Only complete items nthrough p for projects with curb outlets.
Page/Plan
Initials Sheet No.
1A h_ C300-305 a. t For projects in the 20 coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative
buffer is provided adjacent to surface waters. For Redevelopment projects, a 30' wide
���p�� vegetative buffer adjacent surface waters is provided.
YCCl/Y) N/A b. t For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
Wh - N/A c. t For Phase II Post -Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
_ see att. d. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to the sale of any lots.
{�
see att. e.
Built upon area calculations are provided for the overall project and all lots.
N/A f.
Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
C502 g.
Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 for curb outlet swales.
Y
C300-305 h.
Longitudinal slope of swales is no greater than 5%; for non -curb outlet projects, calculations
for shear stress and velocity are provided if slope is greater than 5%.
appendix i.
At a minimum, swales are designed to carry the 10 year storm velocity at a non -erosive rate.
—t�2f; /,-,l
N/A j.
Swales discharging to wetlands are designed to flow into and through the wetlands at a non -
erosive velocity (for this flow requirement into wetlands, non -erosive is velocity a 2 ft/s).
C502 k.
Swale detail and permanent vegetation is specified on the plans.
C502 1.
Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
see att. m.
Swales are located in recorded drainage easements.
n.tt
Length of swale or vegetated area is at least 100 feet for each curb outlet.
o.tt The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each swale).
p.tt Curb outlets direct flow to a swale or vegetated area.
t Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
tt Only complete these items for projects with curb outlets.
Form SW401-Low Density-Rev.3-2/10/09 Page 3 of 4

Attachment to Low Density Supplement for
Maple Community Campus
Required Items Checklist:
d. Deed restrictions will not be necessary for this project as no parcels are to be created for
transfer. Currituck County will hold the permit and control any and all development on site. It is
understood that each additional phase of development creating high density pockets or changes in the
routing of runoff will require a permit modification.
e. Built upon calculations have been provided based on the current phase of development with
general information provided based on the Master Plan. These calculations will be updated with future
phases of development that are not currently under design. No individual lots will be created.
g. All on -site swales have 3:1 side slopes, however; the NCDOT roadside ditch to be cleaned out
currently has side slope in excess of 3:1. To perform the cleanout and keep the ditch within the NCDOT
r/w, it will be necessary to have a section of ditch where the side slopes will approach 2.5:1. This slope
is still less than existing side slopes. All slopes in excess of 3:1 are to have jute mat installed.
M. No drainage easements are being created at this time as Currituck County will maintain
ownership of all property. Off -site drainage improvements are limited to the NCDOT right-of-way and
encroachments agreements will be filed.

V. SWALE SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time; and grass will not be mowed too close to the ground or "scalped".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
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 and Title: Eric T. Weatherly, PE, County Engineer
Address: 153 Courthouse Road, Suite 302, Currituck, NC 27929
Phone: [phone] Date: 11— 9
Cinn afi irr��
Note: The legally responsible parry 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.
I, hmgtvvclo� R A I Ixrs , a Notary Public for the State of WOr411 CA rO (Ina , County of
i7A,5Q to Oka K do hereby certify that Eri T . West l herl u_ personally appeared before me this
day of NOV- 9 2 O 1 1 and acknowledge the due execution of the forgoing swale maintenance requirements.
Witness my hand and official seal,
,7&
Notary signature
Notary Public
Pasquotank County
_ ALommissionExpires= My commission expires OG-t ZO, 2D16
10/20/2016 = 1
gri�JH CAR 0\1_`\N�
Form SW401-Low Density-Rev.3-2/10/09 Page 4 of 4

r;
November 10, 2011
Mr. Scott Vinson
Dept. of Environment and Natural Resources
Land Quality Section EXPRESS
943 Washington Square Mall
Washington, NC 27889 NOV 15 2011
Subject: Stormwater Management Permit
Express Review
Maple Community Campus and Regional
Aviation and Technical Training Center
HR Project. # 110110/110140
Dear Mr. Vinson:
Enclosed for your review and approval, please find the following items:
1. Two (2) copies of the plans for the above referenced project.
2. The original and one (1) copy of the executed Stormwater Permit Application with
required supplements and operation and maintenance agreements.
3. Two (2) copies of the project narrative and appendix containing: Stormwater and Erosion
Control Calculations, a printout from the USDA Web Soil Survey website, the soils report
prepared by GET Solutions, the three deeds for the property, an exhibit illustrating future
high density development on the master plan, and a portion of the USGS quad map
showing project location.
4. One (1) copy of the wetland plat for PIN Number 8977-84-0404 signed by the USCOE
representative on October 21, 2011.
5. One (1) copy of the wetland plat for PIN Number 8977-96-6982 signed by the USCOE
representative on October 1, 2008.
6. A check in the amount of amount of $4,000.00 for the combined Stormwater and Erosion
Control Express Review Fee.
P. O. Box 339 Camden, North Carolina 27921
[phone] License C-0598
w .hymanrobey.com

Proj. No. 110110/110140
Stormwater Management Permit
If you have any questions, please do not hesitate to contact this office at [phone].
Sincerely,
Hyman & IR,obey, PC
(��
Kimberly D. Hamby o
Engineering Project Manager
cc: file
Eric Weatherly, PE, County Engineer, Currituck County

For DENR Use ONLY
©AA North Carolina Department of Environment and Reviewer: otiiJ
V iA Natural Resources Submit:
NCDENR Request for Express Permit Review Time:
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828.296-4698;alison.davidson(a,ncmaiLnet
• Fayetteville or Raleigh Region -David Lee 919-791.4203; david.lee a( ,ncmail.net
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.grogan(a)ncmail.net
• Washington Region -Lyn Hardison 252.946-9215 or Ivn.hardison(aincmail.net EXPRESS
• Wilmington Region -Janet Russell910-350-2004 or janet.russell(aDncmaiLnet
NOTE: Project application received after 12 noon will be stamped in the following work day. NOV 15 2011
Project Name: MAPLE PARK CAMPUS County: CURRITUCK NC DER
Applicant: ERIC T. WEATHERLY Company: CURRITUCK COUNTY
Address: 153 COURTHOUSE ROAD, SUITE XXXXXCity: CURRITUCK, State: NC Zip: 27929-
Phone: [phone] Fax::[phone] Email: Eric.Weatherly@ CurrituckCountyNC.gov
Physical Location:OFF HWY 158, EAST OF AIRPORT
Project Drains into NORTH RIVER waters — Water classification SC (for classification see-http://h2o.enr.state.nc.us/bims/reports/reportsWB.html)
Project Located in PASQUOTANK River Basin. Is project draining to class ORW waters? N , within Y2 mile and draining to class SA waters N or within 1
mile and draining to class HOW waters? N
Engineer/Consultant: SEAN C. ROBEY Company: HYMAN & ROBEY, PC
Address: P. 0. BOX 339 City: CAMDEN , State: NC Zip 27921-
Phone: [phone] Fax::[phone] Email: sean@hvmanrobey com
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, -❑ DLR, ❑ OTHER: _
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
® Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site jSW _ (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ® High Density -Infiltration 3 #Treatment Systems
❑ High Density -Bio-Retention # Treatment Systems ❑ High Density—Stormwater Wetlands _ # Treatment Systems❑ High Density -
Other _ # Treatment Systems /❑ MODIFICATION: ❑ Major ❑ Minor ❑ Revision SW _(Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # : (.r;r(for DENR use))
( 3,­,;
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express mee ing request)
Wetlands on Site ® Yes ❑ No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No
Received from US ACOE ❑ Yes ® No
Fee Split for multiplepermits: Check # .
Buffer Impacts: ® No ❑ YES: _acre(s)
Isolated wetland on Property ® Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ® No Permit
For DFNR use only
Total Fee Amount $ LW00
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$._
OOt:
$
LQS
$ ,-,Q�YY�
Stream Deter—
$
j NCDENR EXPRESS September 2008

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM RECEIVE®
SEDIMENTATION POLLUTION CONTROL ACT
JAN - 9 �012
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before t is
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. (Ple s (y�/�inQ�� }(
the question is not applicable or the e-mail and/or fax information unavailable, place N/ Win
V V f.4 R n
Part A.
1. Project Name Clearing & Grubbing for Maple Community Campus —Soccer & Softball Field Preparation
2. Location of land -disturbing activity: County Currituck City or Township Crawford Two.
Highway/Street Hwy 158 River Basin: Pasguotank
Latitude N 36.3918 Longitude W-76.0183 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: December 10, 2011
4. Purpose of development (residential, commercial, industrial, institutional, etc.): institutional
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 22
6. Amount of fee enclosed: $ 520.00'see cover letter . 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 Eric T. Weatherly, P.E. E-mail Address Eric.WeatherlyCaCurrituckCountvNC.gov
Telephone [phone] Cell # Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
County of Currituck 252-232-6035 252-232-3298
Name Telephone Fax Number
153 Courthouse Rd, Suite 302
Current Mailing Address Current Street Address
Currituck NC 27929 Currituck NC 27929
City State Zip City State Zip
NOV 77 r
10. Deed Book No. see attached list Page No. Provide a copy of the most dun AlWed.
Part B.
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):
County of Currituck
Name
153 Courthouse Rd, Suite 302
Current Mailing Address
Eric.Weatherlv(caCun ituckCountyNC.gov
E-mail Address
Current Street Address
Currituck NC 27929
City State Zip City State Zip
Telephone [phone] Fax Number 252-232-3298

Deed References — Maple Community Campus
Airport Property
Parcel No. 0052000014A0000
PIN #8977-96-6982
DB 875, Pg 807
Lankford Tract
Parcel No. 005200000170000
PIN #8977-84-0404
DB 1062, Pg 356
Existing House lot
Parcel No. 005200000190000
PIN # 8977-83-0745
DB 1170, Pg 359
Adjacent to House lot
Parcel No. 005200000180000
PIN# 8977-83-1862
DB 1062, Pg 356

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
E-mail Address
Current Street. Address
City State
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
City State Zip
E-mail Address
Current Street Address
City
Telephone Fax
State Zip
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 attomey-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.
Eric T. Weatherly, P.E.
Type or print name
Signature
County Engineer. County of Currituck
Title or Authority
tt-q-n
Date
I, &iAn vic4or 12 A 1 hr r 5 a Notary Public of the County of PUSgUD CGtc� K
State of North Carolina, hereby certify that Eri C ( VJeot+F )Cv- IV appeared
personally before me this day and being duly sworn acknowledged that t e above form was
executed by him.
Witness my hand and notarial seal, this �day of jJoVem fie r 20 11
P Notary Public
Posquotank County
Sea=My Commission Expires=
10/20/2016 3
:y0
CAR
"111/1r\0�,\\`��
tary
My commission expires Oc ✓= 2-0, 2016