SW7110108_CURRENT PERMIT_20110603

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_�CI I��OS
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M D D
I

North Carolina
Beverly Eaves Perdue
Governor
Q��
NCDENR
Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
Mr. Doug Anderson, Executive Vice -President
The Currituck Associates — Residential Partnership
c/o Boddie Noell Enterprises, Inc.
PO Box 1908
Rocky Mount, NC 27802-1908
Dee Freeman
Subject: Stormwater Permit No. SW7110108 MOD
The Currituck Club — Phase 8A
High Density Subdivision Wet Pond Project
Currituck County
Dear Mr. Anderson:
The Washington Regional Office received a complete Stormwater Management Permit
Modification Application for The Currituck Club — Phase 8A on May 2, 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. SW7110108 Modification, dated June 3, 2011, for the construction
of the project, The Currituck Club — Phase 8A.
This permit shall be effective from the date of issuance until June 3, 2021, shall void permit
SW7061111 issued on December 15, 2006 and permit SW7110108 issued on March 17, 2011,
and shall be subject to the conditions and limitations as specified therein. Please pay special
attention to the Operation and Maintenance requirements in this permit. Failure to establish an
adequate system for operation and maintenance of the stormwater management system will
result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150E of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Samir Dumpor, or me at [phone].
ncerely, _
Al Hodge
Regional Supervisor
Surface Water Protection Section
AH/sd: K\SD\Permits-Wet Pond\SW7110108 Modification
cc: Andy Deel, PE, Quible & Associates, P.C.
C�uurrituck County Inspections
✓(Nashington Regional Office
North Carolina Division of Water Quality Internet: www,ncwaterquality.ore
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] i orth Carollina
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper Naturally

State Stormwater Management Systems
Permit No. SW7110108 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
The Currituck Associates — Residential Partnership
The Currituck Club — Phase 8A
Currituck County
FOR THE
construction, operation and maintenance of one 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 June 3, 2021 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.5 on page 3 of this permit. The subdivision is
permitted for 29 lots, each allowed a maximum of (see Attachment "A") square
feet of built -upon area.
3. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
4. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
Page 2 of 10

State Stormwater Management Systems
Permit No. SW7110108 Modification
5.
The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
a.
b.
C.
d.
e.
f.
9•
h.
i.
k.
1.
M.
n.
o.
p-
q.
Drainage Area, acres:
Total Impervious Surfaces, ftZ:
Average Pond Design Depth, feet.
TSS removal efficiency:
Design Storm:
Permanent Pool Elevation, FMSL:
Permitted Surface Area @PP ftz:
Permitted Storage Volume, ftJ:
Storage Elevation, FMSL:
Predevelopment 1 year 24 hour:
Post development 1 year 24 hour:
Permanent Pool Volume, ft3 :
Forebay Volume, ft3:
Maximum Fountain Horsepower:
Receiving Stream / River Basin:
Stream Index Number:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
9.93
176,126
4.0
90%
1.51,
5.50
21,913
128,160 at temporary pool
10.00
9.35
0.00
72,876
13,316
%HP
Currituck Sound / Pasquotank
30-1
"SC"
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot does not exceed the maximum allowed by this permit. Once the lot
transfer is complete, the built -upon area may not be revised without approval
from the Division of Water Quality, and responsibility for meeting the built -upon
area limit is transferred to the individual property owner.
If an Architectural Review Board or Committee is set up by the permittee to
review plans for compliance with the BUA limit, the plans reviewed must include
all proposed built -upon area. Any approvals given by the Board do not relieve the
homeowner of the responsibility to maintain compliance with the permitted BUA
limit.
4. 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.
5. 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.
6. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
Page 3 of 10

State Stormwater Management Systems
Permit No. SW7110108 Modification
Redesign or addition to the approved amount of built -upon area.
Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
7. The permittee shall submit for approval, final site layout and grading plans for
any permitted future development areas shown on the approved plans, prior to
construction.
8. 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.
9. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
10. 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,
11. 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.
12. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
13. Records of maintenance activities must be kept by the permittee. The records will
indicate the date, activity, name of person performing the work and what actions
were taken.
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 the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7110108 Modification,
as issued by the Division of Water Quality under NCAC 2H.1000.
Page 4 of 10

State Stormwater Management Systems
Permit No. SW7110108 Modification
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. The maximum built -upon area per lot is (see Attachment "A") square
feet. This allotted amount includes any built -upon area constructed within
the lot property boundaries, and that portion of the right-of-way between
the front lot line and the edge of the pavement. Built upon area includes,
but is not limited to, structures, asphalt, concrete, gravel, brick, stone,
slate, coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
i. If permeable pavement credit is requested, the property owner must
submit a request, with supporting documentation, to the permittee and
receive approval prior to construction of BUA.
16. 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.
17. 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.
18. 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 the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is'/<HP.
20. If permeable pavement credit is desired, the permittee must submit a request to
modify the permit to incorporate such language as required by the Division of
Water Quality. The request to modify must include a soils report identifying the
type of soil, the Seasonal High Water Table elevation and the infiltration rate.
Upon the successful completion of a permit modification, the individual lot owners
that request to utilize permeable pavements must submit the necessary forms
Page 5 of 10

State Stormwater Management Systems
Permit No. SW7110108 Modification
and documentation to the permittee and receive approval prior to construction of
the permeable pavement.
21. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
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 signed by both parties, to the
Division of Water Quality, accompanied by the supporting documentation as
listed on page 2 of the form. 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 a request to transfer the permit.
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 in writing 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 June 3, 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.
Page 6 of 10

State Stormwater Management Systems
Permit No. SW7110108 Modification
Permit issued this the 3rd day of June, 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
jor coieen h. z:)umns, uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7110108 Modification
Page 7 of 10

State Stormwater Management Systems
Permit No. SW7110108 Modification
The Currituck Club — Phase 8A Page 1 of 2
Stormwater Permit No. SW7110108 Modification
Currituck County
Designer's Certification
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 10

State Stormwater Management Systems
Permit No. SW7110108 Modification
Certification Requirements:
Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The 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, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Currituck County Building Inspections
Page 9 of 10

State Stormwater Management Systems
Permit No. SW7110108 Modification
ATTACHMENT"A"
Lot #
Lot Area (s.f.)
BUA (s.f.)
Lot #
Lot Area (s.f.)
BUA (s.f.)
431
8,102
2,431
446
8,152
2,446
432
8,172
2,452
447
8,152
2,446
433
10,273
3,082
448
8,078
2,423
434
7,520
2,286
449
9,199
2,760
435
7,743
2,323
450
8,144
2,443
436
7,929
2,379
451
11,317
3,395
437
8,703
2,611
452
8,023
2,407
438
9,140
2,742
453
8,827
2,648
439
10,875
3,263
454
8,653
2,596
440
9,052
2,716
455
9,113
2,734
441
8,994
2,698
456
8,400
2,520
442
8,261
2,478
457
8,275
2,483
443
9,509
2,853
458
8,905
2,672
444
8,152
2,446
459
8,896
2,669
445
8,152
2,446
Page 10 of 10

_,.:..:-'i.DWQ USE ONLY <q;rtx ', 2.;,4
Date Received
Fee Paid
Permit Number
SU '
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW
- 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW /ORW Waters
❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
< Ka
State of North Carolina ftbEUVED
Department of Environment and Natural Resources
Division of Water Quality MAY — 2 2011
STORMWATER MANAGEMENT PERMIT APPLICATION FORMJWr" �
This form may be photocopied for use as an original
1. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.): '
The Currituck Club Phase 8A V
2. Location of Project (street address):
Project is located to the east of the intersection of Windswept Way and Hunt Club Drive in the Currituck Club
City:Corolla County:Currituck Zip:27927
3. Directions to project (from nearest major intersection):
Project is located to the east of the intersection of Windswept Way and Hunt Club Drive in the Currituck Club
4. Latitude:36° 18' 17.67" N Longitude:75° 48' 28.91" W of the main entrance to the project.
if. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification V
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number SW7110108 , its issue date (if known) March 17.2011 , 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: 7.93 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: The Currituck Club, Phase 8A / Permit No urri-2011-003 Issue Date
September 20, 2010
Form SWU-101 Version 07Jun2010
Page 1 of 6

111. 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:The Currituck Associates - Residential Partnership c/o Boddie Noel] Enterprises. Inc
Signing Official & Title:Mr. Doug Anderson, Executive Vice President. The Currituck Associates - Residential
b. Contact information for person listed in item la above:
Street Address:P.O. Box 1908
City:Rocky Mount State:NC Zip:27802-1908
Mailing Address (if applicable):P.O. Box 1908
City:Rocky Mount State:NC Zip:27802-1908
Phone: (252 ) 937-2000 Fax:
Email:douganderson@boddienoell com
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 (if
Phone:
State: Zip:
Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: Quible & Associates P.C.
Signing Official & Title:David A. Deel. P.E.
b.Contact information for person listed in item 3a above:
Mailing Address:P.O. Drawer 870
City:Kitty Hawk State:NC Zip:27949
Phone: (252 ) 261-3300
Email: dadeelOnuible.com
Fax: (252 ) 261-1260
4. Local jurisdiction for building permits: Currituck County
Point of Contacklason Litteral. Planner Phone #: (252 ) 453-8555 ext. 233
Fonn 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.
Runoff is collected via a series of drop inlet and storm sewer and then conveyed to an over sized wet basin
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUDApproval 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: 9.93 acres
5. Total Coastal Wetlands Area: n/a acres
6. Total Surface Water Area: n/a acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project Area':
9.93 acres
Total project area shall be calculated to exclude the following: the nornml pool of imppounded structures, the area
between the banks of streams and rivers, the area below the }formal High Water (NM 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 NNW (or MHW) line nwy be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 43.8
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
stormnwater 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 Iriform'ation��3t ?s
Drama egArea l�
W�affig`W—a-2�
lDraina-eWre'aW
rDiaiiia esAceaf�u
Receiving Stream Name
Currituck Sound
Currituck Sound
Stream Class *
SC ✓
SC
Stream Index Number
30-1 ,/
' 30-1
Total Drainage Area (so
511,554 ✓
53,490
On -site Drainage Area (sf)
378,323 ✓
53,490
Off -site Drainage Area (sf)
133,231
Proposed Impervious Area" (sf)
176,126 ✓
13,279
Im rvious Area*" (total)
34.4%
24.8%
!Iin ervious SurfacesAiea4 "t
RDiaina eTA_ea 17
[ Diain"a' e"Aiea•2J
- -
;Drama elAce —
jDiaiiia a Area '
—
On -site Buildings/Lots (sf)
80,892
On -site Streets (sf)
70,020
0
On -site Parking (sf)
3,753
0
On -site Sidewalks (sf)
12,766
0
Other on -site (sf)
2,230
Future (sf)
Off -site (sf)
6,465
Existing BUA*** (so
0
13,279
Total (sf):
176,126 J
13,279
Strenin Class and Index Number can be determined at: httl)://portal.ncdenr orv/rreh/rvil/p,/csu/classifications
*" Impervious area is defined (is 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 reunain after developnrent. Do not report any existing BUA that is
to be removed and which will be replaced by new BL1A.
Form SWU-101 Version 07Jun2010 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. AutoCAD Area
Proiects in Union County: Contact DWQ Central Ofice 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://oortal.ncdenr.orsz/web/wa/ws/su/bmo-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 littp://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 littp://12ortal.ncdeiiL.grg/web/wq/ws/­`sti/maps.)
Please indicate that the following required information have en provided by i ' ' in 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 portafncdennorg web/wq/ws/su/statesw/forms dots.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. MW S
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants r -J s
Form. (if required as per Part VII belozo)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M Mwi
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envheII2.org/pages/onestol2exi2ress.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/management for
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'/ mile of the site boundary, include the Vz
mile radius on the map. SEE UfA9 MVE
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 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).
Form SWU-101 Version 07Jun2010 Page 4 ot'6
MWS
IWS
Mw S
Mvt S
my, S

p. Vegetated buffers (where required)..
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify «.w-s
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 SHWT prior
to submittal, [phone].) sec wkWkk-rwt:
10. A copy of the most current property deed. Deed book: PC I Page No: 354 MAS
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC thy-4 <
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.
htIR://www.secretary-state.nc,us/Corl2orations/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
htt +:1 > +r(l.ncdenr.org rveb!wq!ws!su /statesw/forms dy,;. 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:David A. Deel. P.E.
Consulting Firm: Ouible & Associates. F C.
Mailing Address:P.O. Drawer 870
City:Kitty Hawk
Phone: [phone]
Email:[e-mail]
State:NC Zip:27949
Fax: (252 ) 261-1260.
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 ]a) 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

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.
Date:
a Notary Public for the State of
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 expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item la) Mr. Doug Anderson
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 rues under 15A NCA'C4H .100", L 2006-246 (Ph. II - Post Construction) or SL 2008-211.
r.
Date: 7 b5 Jd-0 it
1, S a Notary Public for the State of N L County of
do hereby certifythat \ tNA4icc5 E- AYNJ-,-4�r✓1 personally appeared
before me this Zday of lot 1 . and acknowledge the due exec tion of the application for
a stormwater permit. Witness my hand and official seal, 4//Yl/v 1 c o p_ 2
DONNA H. REYNOLDS
Notary Public, North Caroline
Greene County
uCommission ire
ptember11.2011s
SEAL
My commission expires C1 ll ( I o-U 1 /
Form SW U-101 Version 07Jun2010 Page 6 of 6

0013048
The Currituck Associates Residential Partnership
4/20/2011 20110421 Review Fee - Phase 8A
Check: 013048 4/21/2011 NCDENR
PAY
505.00 0.00 505.00
zr
-- 2 2011
505.00
The Currituck Associates WACHOVIA BANK 0013048
Residential Partnership ROCKY MOUNT, NORTH CAROLINA 27801
J Post Office box 1908 66-8341531
Phony N.C. 278(13-19(I8
Phone 252-93i°-)37-3'_36
*FIVE HUNDRED FIVE AND XX / 100
TO THE NCDENR
DER
OFNC Dept of Env. & Nat Resource
1652 Mail Service Center
Raleigh, NC 27699-1652
N125
DATE CHECK AMOUNT
4/21/2011 ************505.00*
® -----
AUTHORIZED SIGNATURE
111013048111 * i
.ld;�+FF?as�ai"„dlAr��1�,d�R09R�iF45'AFC!1`MY�w'4.Pi'BF�+&llrfl'RNB:^.iR4APL?Pll�;lMPA1G77II7!V1ffi"nlllF.t.F9]dR31C,�w �;i:-CxN 7.hr La�'i,�:hT�He �� is

NCG01 QQQ -1 Permitr
Pairtt J Sedoi,Qnl B' No,11-3
In all, erosion cgntjrol,' measures at; feast;
once every 71 cajQjndafr andl within 24; hours.
affen a storm] event;
Storm, event: rnoce th �n,1112, ihch o1 rain ins a� 24rhourr
period
Twice eve_rr� seven ual'end'air days iV di'scharginQt-;
to �mpai'red wafers on fhe 3Q3(fdi) li'sf,+f'on
cgnst�ructlon re_I'atedi i�,ndi'catgrs
. htfp•;//h2o,enr<state_nc_us/s_u/eonstruction303dJ
©es mjjj� sl'tr f'en;ce need
m1aii nit+en,a� rn;ce

Permit No.
fro be provkletl by DWO)
ern
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 III) must be printed, filled out and submitted along with all of the required information.
It. PROJECT INFORMATION
Project name The Currituck Club - Phase 8A
Contact person David A. Deal. P.E.
Phone number 252-261-3300
Date
Drainage area number
Site Characteristics
Drainage area
Impervious area, post -development
impervious
Design rainfall depth
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr storm peak flow required?
t-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 flow
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 1Oft 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
O2 F WA7FgOG
y
7 y
O C
11/19/2010
505,065 it' `e
33.61 169,764 1✓, JAN 1 9 2 011
1.5 in
33Vy
V' �
uP
s�,lr.tft�a�
28,662 rya OK u
128,160 ft3
OK, volume provided is equal to or in excess of volume required.
n1a P
rya
rya
ft3
y (Y or N)
3.2 in
0.15 (unitless)
0.45 (unitless)
5.36 i1 OK
9.35 rya/sec
0.00 f13/sec
-9.35 rya/sec
10.00 fmsl
5.50 fmsl
5.50 met
6.00 Intel
5.00 fmsl
0.50 met
-0.50 fmsl
1.0 It
(Y or N)
10.0 fmsl OK
Form SW401-Wet Detention Basin-Rev.e-9/17/0g Parts I. 8 IL Design Summary, Page 1 of 2

Permit
flu be provMed by DWQ)
11. DESIGN INFORMATION
Surface Areas
Area, temporary pool
33,758 d'
Area REQUIRED, permanent pool
15,152 1
SAIDA ratio
3.00 (unitless)
Area PROVIDED, permanent pool, A,,_.
21,913 ft'
OK
Area, bottom of 1 Oft vegetated shelf, A,,_.,
18,643 it'
Area, sediment cleanout, top elevation (bottom of pond), An, wm
10,179 ft'
Volumes
Volume, temporary pool
128,160 f1'
OK
Volume, permanent pool, V,,--.
72,876 ft'
Volume, forebay (sum of forebays if more than one forebay)
13,316 ft'
Forebay % of permanent pool volume
18.3 % %
OK
SAIDA Table Data
Design TSS removal
90
Coastal SAIDA Table Used?
y (Y or N)
Mountain/Piedmont SAIDA Table Used?
n (Y or N)
SAIDA ratio
3.00 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
n (Y or N)
Volume, permanent pool, V,,,,y,q
72,876 ft'
Area provided, permanent pool, A,,,, .I
21,913 fly
Average depth calculated
Na It
OK
Average depth used in SAIDA, d,„ (Round to nearest 0.511)
4.0 It
Calculation option 2 used? (See Figure 10-2b)
y (Y or N)
Area provided, permanent pool, A,. -.I
21,913 Its
Area, bottom of l oft vegetated shelf, A,,, ,,e,
18,643 ft'
Area, sediment cleanout, top elevation (bottom of pond), A,a.
10,179 ft'
'Depth' (distance b/w bottom of 1Of1 shelf and top of sediment)
4.50 It
Average depth calculated
3.94 It
OK
Average depth used in SAIDA, d,,, (Round to nearest 0.5ft)
4.0 It
OK
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Ca)
Driving head (H,)
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 flowpath to width ratio
Length to width ratio
Trash rack for overflow 8 orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Captures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Form SW401-Wet Detention Basin-Rev.a-9/17/09
n (Y or N)
in
in'
(unitless)
It
In (Y or N)
(unitless)
(unilless)
It
ft
9.35 ft'/sec
0.00 ry'/sec
NVALUl
1.38 It'/sec
r
✓/Q Inill(falt /CA
1.08 days
IR6tlHkYBflt-dl2wdewtJ
lNne-MUat.ba WltbIR 2-5day3'-�rGluctOWA
Uuenla�c( por<(-
No Dot.} P116650 -
3:1
OK
10 :1
OK
10.0 f1
OK
3:1
OK
3.0 :1
OK
Na (Y or N)
OK
1.0 ft
OK
We (Y or N)
OK
y (Y or N)
OK
y (Y or N)
OK
Due to Groundwater Pond must be pumped
.
Pans I. d It. Design Summary, Page 2 of 2

Permit
III. REQUIRED ITEMS CHECKLIST
(to be provided by DWQ)
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.
Page/ Plan
Initials Sheet No.
DAD Ptcra3
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 (ROW),
Overflow device, and
Boundaries of drainage easement.
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.
DAB S�tw 5 47 3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
�p {� - Inlet and outlet structures.
_l1IL 5� C 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.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
to verify volume provided.
Fn 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
Do— o c%5 7. The supporting calculations.
DA0 (ry,i , -, / 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
IQA� J 9. A copy of the deed restrictions (if required).
DAD "X, 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.8-9/17/09 Part III. Required Items Checklist, Page 1 of 1

- ('� Permit No. [�
�y �`�'C a; oljpCia1� ) (m be provided by DWQ)
MAY -22011
LVA D o�OF W Arf95`
d if �.�"' N N A"iii,'�.,6 � y
NCDENR '
STORMWATER MANAGEMENT PERMIT APPLICATION FORM o
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.
I. PROJECT INFORMATION -
Project name The Currituck Club - Phase 8A
Contact person David A. Deal. P.E.
Phone number 252-261-3300
Date 4/20/2011
Drainage area number 1
II. DESIGN INFORMATION
Site Characteristics
Drainage area
511,554
ft3 ✓
Impervious area, post -development
176,126
ft3 ✓
%impervious
34.43
% ✓
Design rainfall depth
1.5
in ✓
Storage Volume: Norl Waters
Minimum volume required
28,818
ft3 /
Volume provided
128,160
his
Storage Volume: SA Waters
1.5' runoff volume
Na
ry3
Pre -development 1-yr, 24-hr runoff
ry3
Post -development 1-yr, 24-hr runoff
ry3
Minimum volume required
ry3
Volume provided fl3
OK �eclvi "& V I/er
OK, volume provided is equal to or in excess of volume required.
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr stone peak flow required?
y (Y or N)
1 yr, 24-hr rainfall depth
3.2 in
Rational C, pre -development -
0.15 (unitless)
Rational C, post -development
0.45 (unitless)
Rainfall intensity: 1-yr, 24-hr storm
5.36 inmr OK
Pre -development 1-yr, 24-hr peak flow
9.35 ft3/sec
Post -development 1-yr, 24-hr peak flow
0.00 I'l
Pre/Post 1-yr, 24-hr peak flow control
-9.35 ry3/sec
Elevations
Temporary pool elevation
10.00 fmsl
Permanent pool elevation
5.50 fmsl
SHWT elevation (approx. at the perm. pool elevation)
5.50 fmsl
Top of 10ft vegetated shelf elevation
6.00 fmsl
Bottom of 1Off vegetated shelf elevation
5.00 fmsl
Sediment cleanoul, top elevation (bottom of pond)
0.50 trial
Sediment cleanout, bottom elevation
-0.50 tmsl
Sediment storage provided
1-0 It
Is there additional volume stored above the state -required temp. pool?
Y (Y or N)
Elevation of the top of the additional volume
10.0 mail OK
Form SW401-Wet Detention Basin -Rev. B-9117/09 Pans 1. d 11. Design Summary, Page 1 of 2

Permit
(to be provided by DWQ)
111. DESIGN INFORMATION
Surface Areas
Area, temporary
i
pool
Area REQUIRED, permanent pool
33,758 ff' •�
15,347 ff'
SAIDA ratio
3.00 (unitless)
Area PROVIDED, permanent pool, Ap,.-per
21,913 ff' V OK
Area, bottom of 1 Oft vegetated shelf, Aba ,hen
18,643 ff'
Area, sediment cleanout, top elevation (bottom of pond), A,_,,
10,179 It'
Volumes
Volume, temporary pool
Volume, permanent pool, Vi em, pool
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?
MountairdPiedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vp --.
Area provided, permanent pool, Ap,.,.
Average depth calculated
Average depth used in SA/DA, d,,, (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, Ap„m w
Area, bottom of 1 Off vegetated shelf, A..,
Area, sediment cleanout, top elevation (bottom of pond), Ate.
'Depth' (distance b/w bottom of IOft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA, d,,, (Round to nearest 0.511
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (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 flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
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.a-9/17/09
128,160 It' OK
72,876 ft3
13,316 ft3
18.3% % OK
90
y (Y or N)
n (Y or N)
3.00 (unitless)
n (Y or N)
72,876 ff3
21,913 It'
n/a ft
OK
4.0 1
#VALUE!
y (Y or N)
21,913 it'
18,643 It'
10,179 ff'
4.50 ff
3.94 I1
OK
4.Off
OK
n (Y or N)
in
in'
(unitless)
it
n (Y or N)
(unitless)
(unitless)
ff
It
9.35 rya/sec
0.00 ff3/sec
1.38 ff3lsec
Dr•eWaeun v,..:��1+'.1'..n
1.08 days
Insufficient drawdown time. Must be within 2.5 days. OvQers..Zaa, Pend,
Ne Pe�rvM D�SeiMt''a.
3:1
OK
10 :1
OK
10.0 It
OK
3:1
OK
3.0 :1
OK
We (Y or N)
OK
1.0#
OK
File (Y or N)
OK
y (Y or N)
OK
y (Y or N)
OK
Due to Groundwater Pond must be pumped
Parts I. A II. Design Summary, Page 2 of

Permit No.
(to be provided by DWO)
III. REQUIRED ITEMS 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.
Page/ Plan
Initials Sheet No.
MW s Plant
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 (ROW),
- Overflow device, and
- Boundaries of drainage easement.
nws Shaakc iz
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.
MWs stsg, i a
3. Section view of the wet detention basin (1" = 20' or larger) showing:
Side slopes, 3:1 or lower,
Pretreatment and treatment areas, and
Inlet and outlet structures.
P.w s sl„& f3
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.
Mw c Marr. Ca\cs.
5. A table of elevations, areas, incremental volumes 8 accumulated volumes for overall pond and for forebay,
to verify volume provided.
MW 5 4%efk $
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
n w S Nnrr. c.\cs.
7. The supporting calculations.
tkw i ¢ A �l 8. A copy of the signed and notarized operation and maintenance (08M) agreement.
WV4 5 Ea de 9. A copy of the deed restrictions (if required).
Mw s N_� Apt, 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.8-9/17/09 Part III. Required Items Checklist, Page 1 of 1

A'
f
Permit Number.
(to be provided by DWQ)
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, RECEIVED
pretreatment including forebays and the vegetated filter if one is provided.
MAY -22011
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet. DWQ-WAR0
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
detention basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
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 b� 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 s ra fn .
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:
i
(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 5.0 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 5.0 feet in the forebay, the sediment
shall be removed.
Sedimem Removal
Bottom
BASIN DIAGRAM
(lilt in the blanks)
Permanent Pool Elevation 5.5
0.5 Pc manes Pool
------------ -- Volunw Sediment Removal f Iwatiun 0.5 Volume
-I( 1.51 -I'I Min.
Sediment Bouom Elevation -1 LO I-ft n.
Storage Sediment
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:The Currituck Club - Phase 8A
BMP drainage area number:
Print name:Mr. Doug Anderson
Title:Executive Vice President, The Currituck Associates - Residential Partnership
Address:c/o Boddie-Noell Enterprises, Inc., P.O. Box 1908, Rocky mount, NC 27802
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> 1 I�L S a Notary Public for the State of
N\ L County of :1 (I-Q A_Q_ do hereby certify that
AN A,-, personally appeared before me this 9'
day of _ 9,0 11 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
Notary euouc. " ". ----
Greene County
My Commission
11. Expires
SEAL
My commission expires -/ /<<
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Doug Anderson , acknowledge, affirm and agree by my signature below, that I will cause the
following deed restrictions and covenants to be recorded prior to the sale of any lot:
1
2.
3.
4.
5.
6.
9
The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW7110108 as issued by the Division of Water Quality under
the Stormwater Management Regulations.
The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the Stormwater management permit.
These covenants are to run with the land and be binding on all persons and parties claiming under
them.
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.
Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
The maximum built -upon area per lot, in square feet, is as listed below:
Lot # Lot Area (ft) BUA (ft
431
8,102
2,431
433
10,273
3,082
435
7,743
2,323
437
8,703
2,611
439
10,875
3,263
441
8,994
2,698
443
9,509
2,853
445
8,152
2,446
447
8,152
2,446
449
9,199
2,760
451
11,317
3,395
453
8,827
2,648
455
9,113
2,734.
457
8,275
2,483
459
8,896
2,669
Lot # Lot Area (ft) BUA (ft2
432
8,172
2,452
434
7,520
2,286
436
7,929
2,379
438
9,140
2,742
440
9,052
2,716
442
8,261
2,478
444
8,152
2,446
446
8,152
2,446
448
8,078
2,423
450
8,144
2,443
452
8,023
2,407
454
8,653
2,596
456
8,400
2,520
458
8,905
2,672
MAY -220n
This allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
Each lot will maintain a 50 foot wide vegetated buffer between all impervious areas and surface waters.
Form DRPC-3 Rev.2 05Nov2009 Page I of 2

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
8. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
Si
alas la')
a Notary Public in the
State of rA r C J Countyofr-Pv/�sz�
do hereby certifythatI) nu a 10 AhAnn 5 w` personally appeared
before me this the day of n i 20 , and acknowledge
the dueexecutionof the foregoing instrument. Witness my hand and official seal,
SEAL
Signature �^
My Commission expires ��� /020 ��
DONNA c, ROYNNorth Car
Notary Public, North Carolina
Greene County
My Commission E2pp es
September 11,011
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2