SW7951008_CURRENT PERMIT_20061219

STORMWA7ER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7�cS`Ul1�
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD i

�aF W A rFRp Michael F. Easley, Governor
�) ti William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 19, 2006
Villas of Hatteras Landing Owners Association, Inc.
Attn.: Cheri A. Pain
1410 S. Dare Trail
Kill Devil Hills, NC 27948
Subject: Permit No. SW7951008 Renewal
Villas of Hatteras Landing
High Density Stormwater Project
Dare County
Dear Mrs, Pain:
The Washington Regional Office received a completed Stormwater Renewal Application and a
Name/Ownership Change Form for the subject project on September 29, 2006. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in
Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7951008 dated December 19, 2006 to Villas of Hatteras
Landing Owners Association, Inc. for the operation of an infiltration basin to serve the Villas of Hatteras Landing
development located at 58822 Marina Way in Hatteras, NC. This permit replaces permit SW7951008 issued
December 11, 1995.
This permit shall be effective from the date of issuance until December 19, 2016 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, 6714 Mail Service Center, Raleigh, NC 27699-6714. 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 me or Samir
Dumpor at (252) 94"481,
incerely,
i
AI digs, Ina pervisor
Surface Water Protection Section
Washington Regional Office
cc: Quibie & Associates, P.C.
Dare County Building Inspections Department
;Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet: www.ncwateroualitv.ora Ile
943 Washington Square Mall Phone [phone] Nobith CaroCarolinaWashing on, NC 27889 Fax [phone] Naturally
An Equal Opportunity/Affirmative Action Employer-54%a Recydec!00% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW7951008
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Villas of Hatteras Landing Owners Association, Inc.
Villas of Hatteras Landing
Dare County
FOR THE
operation and maintenance of stormwater management systems in compliance with the provisions of 15A NCAC
2H.1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the Division of Water Quality
and considered a part of this permit for an infiltration basin to serve the Villas of Hatteras Landing Development
located at 58822 Marina Way in Hatteras, NC.
This permit shall be effective from the date of issuance until December 19, 2016 and shall be subject to the following
specified conditions and limitations:
DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the application and
other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page 2 of
this permit, the Project Data Sheet.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the
permit.

DIVISION OF WATER QUALITY
PROJECT DATA
Project Name:
Villas of Hatteras Landing
Permit Number:
SW7951008
Location:
Dare County
Applicant:
Villas of Hatteras Landing Owners Association, Inc.
Mailing Address:
1410 S. Dare Trail
Kill Devil Hills, NC 27948
Application Date:
9/29/2006 (original)
Receiving Stream:
Austin Creek
Classification of Water Body:
SA, HQW
Total Site Area:
4.39 ac
Drainage area Number
# 1
'Drainage area to Basin
4.39 ac
Impervious area in drainage basin:
1.74 ac
Infiltration Basin Depth:
1.75 ft
Required Storage Volume:
9,481 cf
Provided Storage Volume:
17,521 cf
Overflow Elevation:
6.75 ft

4. No homeowner/lot owner/developer shall be allowed to fill in, alter, or pipe any vegetative practices (such as
swales) shown on the approved plans as part of the stormwater management system without submitting a
revision to the permit and receiving approval from the Division.
5. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size
b. Project name change
C. Transfer of ownership
d. Redesign or addition to the approved amount of built -upon area
e. Further subdivision of the project area.
In addition, the Director may determine that other revisions to the project should require a modification to the
permit.
The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written
time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of revised plans and certification in writing to the Director that the changes have been made.
II. SCHEDULE OF COMPLIANCE
The permittee will comply with the following schedule for construction and maintenance of the stormwater
management system.
The stormwater management system shall be constructed in its entirety, vegetated and operational
for its intended use prior to the construction of any built -upon surfaces except roads.
b. .. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
The facilities must be properly maintained and operated at all times. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled intervals.
3. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency including, but not limited to:
a. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved plans and specifications
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel of
DWQ. The records will indicate the date, activity, name of person performing the work and what actions were
taken.
5. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
6, Upon completion of construction and prior to operation of this permitted facility, a certification must be
received from an appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other supporting
documentation. Mail the Certification to the Washington Regional Office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Water Quality.

A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of
five years from the date of the completion of construction.
Ili. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is
a name change of the Permittee, a formal permit request must be submitted to the Division of Water Quality
accompanied by an application fee, documentation from the parties involved, and other supporting materials
as may be appropriate. The approval of this request will be considered on its merits and may or may not be
approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute 143-
215.6(a) to 143-215.6(c).
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such as
the construction of additional or replacement stormwater management systems.
5. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance or termination does not stay any permit condition.
6. An application for permit renewal must be submitted at least 180 days prior the expiration of this permit along
with the appropriate processing fee.
Permit issued this the 19th day of December, 2006,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
5lG r,=
Air Alan W. Klimek, P.E. Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7951008

s w7q-5-Iuo$
Quible
Quible & Associates. P.C.
P.O. Drawer 870
ENGINEERS • ENVIRONMLNTALISTS • SURVEYORS • LANDSCAPE ARCHRECIS • PLANNERS Kitty Hawk, NC 27949
SINCE 1959 Phone:[phone]
Fox: 9I9-261-1260
June 27, 1996
WASH NAG ONEOFFICS
Mr, Bill Moore JUL 0 1 1946
North Carolina Department of Environment, E. F- M.
Health and Natural Resources .,
Division of Environmental Management -
Water Quality Section
1424 Carolina Ave.
Washington, North Carolina 27889-2188
T F. Richard Quible, P.E., R.L.S.
sF, H.W Bill GiI13W. III, P.E.
Joseph S. Lassiter, C.E.P.
William C. Owen. R.L.S.
Soon C. Be*, P,E.
Re: Stormwater Management Plan Certification for The Inn @ Hatteras Village, Hatteras, Dare County,
North Carolina
Dear Mr. Moore:
This letter is to serve as the Engineers Certification that the stormwatcr infiltration basin and associated
appurtenances were constructed in substantial conformance to the approved Stormwater Management Plan
and that the system will function as intended.
It is recommended that the Owner follow all operation and maintenance procedures that are outlined in the
approved Stomwater Management Plan.
1f you have any questions, or need any further information, please contact me at 919-261-3300.
Sincerely,
Z.ble and 4ssociatcs, P.C.
H. W. Gilbert, I11, P.E.
cc: Tom Lyons, Tidewater Inn Management
Tim Midgett

OPERATION ANT] MADIIT.ENANGE MANTIAL
L GENERAL
1. Facility: The Inn at Hatteras Viffiage
2, Owner: Tidewater Inn ManAgpment
3600 Pacific A-enue
Vir&ia Beach, VA 2US1
[phone]
3. l~�ngit�Fprirtg l'larts:
SEP 2 9 2006
DWQ-WARD
Plans entitled "Constructinn Plans for thp. Inn .a; Hntterri, Village" Sheets C1,
C2, C3, L. C8 dated October 17; 1905 with latest revision date of November 2.
1995, prepared by "ble and Associates, P.C. and approved by the North
Carolina, Division of Environmental Health & Natural Resources, Water duality
Section.
IL OPERAUON AND MATNTENANC:E ITiRFMFINTS:
Dry detention ponds have mode -rate to high maintenance requirements, depending or, the
extent to which ftiture maintenance needs are anticipated during the design stage. The
owners, listed above, shall be responsible for both routine and non -routine maintenance tasks.
If regular maintenance and inspections are not undertaken., the pond will not achieve its
intended purpose. The basic elements of a dry extended detention pond maintenance program
are described below.
Wji#i to Mz�nanee
MOWING
The side -slopes, embankment and vegetative filter of a dry detention pond must be mowed at
feast once a month to discourage woody growth and control weeds. More frequent mowir4
may be required during the high growing season. The use of native or introduced guesses
which are water -tolerant, hardy and slow -growing are recommended. See attached seeding
schedule for representative species and fertilizaLion rates.
I. NSI-)F" po
Ponds should be inspected on an annual basis to ensure that the structure operates in a
manner originally intended. When poesible, inspections should be conducted during wet
weather to determine if the pond is meeting the targeted detention times_ In psrticulf,r, the
4VerflOw structure should be regularly inspected for evidence of clogging, or short r-irmiitirg.
Other problems which should be checked for include: subsidence, erosoon, Grad-ing or tree
growth on the erg baDkment; erosion around the inlet and outlot. structures; the adegtnay of
downstream vegetative filter; erosi6a of the pond's bed and banks; erasion of the dovnmrpam
vegetative filter; and modifications to the pond or its contributing watershed that may
influence pond perfnrrnAnre.

DEBRIS AND LIWER REMOVAL
Debris and litter that accumulate new the ii0et and outlet structures should be removed
during regular mowing operations.
ERM ON CONTROL
The pond side -slopes, and embankment all may periodically suflE'er from slumping and erasion,
although this should not occur often if the soils are properly compacted during construction_
Regrading and revegetaiion may be required to correct the problems. Similarly, the riprap on
the inlet and outlet structures may periodin nIly nPe,d to he repaired.
N-Cl'CSANGTE CA)WROL
Standing water or soW conditions within the dry detention pond ean create nuiFance
conditions for nearby residents. Odors, mosquitos, weeds and litter are all occa&ionafly
perceived to be problems in dry ponds. Most of these problems are generally a sign that
regular inspections and maintenance are not being performed (e.g., mowing, debris removat,
clearing the overflow structure.
Non- Routine Maintenance
STRUCTURAL R.AL REPAIRS AND REPLAr_F% NI'
Anv structural, damage in the inlet or outlet structures shall be made as soon as possible
SEDIMENT REMOVAL
When properly designed, dry detention ponds will accumulate significant quantities of sediment
over time. Sediment accumulation is a serious maintenance concern in dry detention pondb for
several reasons. First, the sediment gradually reduces available storrowater tnanageznent
storage capacity within the. pond. The best available estimate is that. approximately 1 x of the
storage volume rapacity associated with the two year design storm can be lost annually. 7htis,
as much as 20% of a pond's total storage caparitq can be lost within 20 years. Even more
storage capacity can be lost if the pond receives large sediment input during the construction
phase. Second, sediment a mimulation can make dry extended detention ponds very unsightly.
Third, and perhaps moot importantly, sediment tends to accumulate around the control device
of dry detention ponds, Sediment deposition gradually reduces stone capacity reserved for
pollutant rernoval in the pond_
For these reasons, accumulated sediment may need to be removed from the lower stage every
5 to 10 years in a dry detention pond. More frequent spot clean -outs may be needed.
Sediment removal operations are relatively simple if access for heavy equipment is provided.
Front-end loaders or backhoes can be used to scrape off the bulk of the accumulated sediment,
followed by manual removal of sediment deposited around the inlet and outlet structures. The
disturbed area should be immediately stabilized with vegetation after removal operations are
coniplfh_ted.
III. AGREEMENT TO SATISFY OPERATION AND BMAR4TENANCIB RZIQ F.NTS
Jr., Manager,
1,Thomas ,7__Lyonspf - Harborside, L;C-, wee to maintain the dry retentiou pond as
outlined in t1manual.
HP_U QRS,T , JL _ C -
_ December 6, 1995
Signed Date
as J . L yons, )yons,Jr. ,
ger

5>;afN�� nn OFFIG'
.f
DIVISION OF ENVIRONMENTAL MANAGEMENT.
• NORTR CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION 5.94 5
I, GENERAL INFORMATION:
1. Project Name: The Inn at Hatteras Village
2. Project Location: (County, State Road, Address)NC 12 in Hatteras Village,
Dare County NC (address not assigned) .
3. Owner's Name: Tidewater Inn Management Phone:[phone]
4. Mailing Address: 3600 Pacific Ave. (PO Box 718)
City Virginia State VA Zip23451
5. Application Date: 10/26/95 Fee Submitted: $ 385_00
7. Nearest Receiving Stream: Austin Creek Class: SA
S. Project Description: 72 room hotel with 2 bedroom employee apartment
II. PERMIT INFORMATION
1. Permit No. (will be completed by DEM) : , �Su',/ zg 09
2. Permit Type: X New Renewal
N/A Modification (existing permit no.) N/A
3.
4.
Project Type: Low Density X Detention
Infiltration Other
Other State/Federal Permits/Approvals Required:
(Check appropriate blanks)
X Sediment/Erosion Control CARA Major 404 Permit
III. PROJECT BUILT UPON AREA
Drainage Drainage
Basin Basin
Classification
Allowable Impervious
Total Project Area
Proposed Impervious
% Impervious Area
Breakdown of Impervious -Areas
Buildings 24,538 SF
Roads N/A
Parking/Drive, Con.Walks/
and decks 51,313 SF
Other
Totals 75,851 SF
( 39.7W' of lot)

IV. STORMWATER TREATMENT (Describe how runoff will be treated):
Parking and grassed areas to flow to detention pond. Runoff from roof areas and
pool deck to be piped to detention pond. Overflow from pond area to surface flow
through 30' vegetated buffer before reaching wetland areas.
V. DEED RESTRICTIONS AND PROTECTIVE COVENANTS N/A
Deed restrictions and protective covenants are required for all low density projects and
all subdivisions prior to the sale of any lot. Please see Attachment A for specific
requirements.
By your signature below, you certify that the recorded deed restrictions and
protective covenants for this project shall include all the items required by the
permit, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the covenant cannot be changed
or deleted without concurrence from the State, and that they will be recorded
prior to the sale of any lot.
OWNER'S CERTIFICATION
I, Thomas J. Lyons, Jr. certify that the
(Please print name clearly)
information included on this permit application form is correct, ,that the project will
be constructed in conformance with' the approved plans, that the deed restrictions will
be recorded with all required permit conditions, and that to the best of my knowledge,
the proposed project compl4es with the requirements of 15A NCAC 2H.1000.
I auth ee Flow named person or firm to submit stormwater plans on my
behalf. y
v
AUTHORIZED AGENT
gnatisre and T
Person or Firm Name: Bill Gilbert c/o Quible and Associates, P-C_
e
Mailing Address: Post Office Drawer 870
city Kitty Hawk State NC Zip 27949
Phone: [phone]
Please submit application, fee and plans to appropriate Regional Office.
(see attached map)
-2-