SW7060419_CURRENT PERMIT_20061017

STORMWATER.DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW -7C�(QD`_
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
�(o, 2Z7
YYYYMMDD

�F W A rF/� Michael F, Easley, Governor ��D
�0 QG William G. Ross Jr., Secretary
C r North Carolina Department of Environment and Natural Resources
-� Alan W. Klimek, P.E. Director
Division of Water Quality
October 17, 2006
Mr. Randy M. Saunders, Manager/Member
First Flight Retreat, LLC
5.149.Tilden Street, N.W.
Washington, D.C. 20016
Subject: Stormwater Permit No. SW7060419MOD
First Flight Retreat
High Density Project
Dare County
Dear Mr. Saunders:
The Washington Regional Office received a complete Stormwater Management Permit
Application for the modification of First Flight Retreat on August 1, 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. SW7060419MOD dated October 17, 2006, for the construction of
the subject project. This permit replaces the stormwater permit issued for this project
on May 4, 2006.
This permit shall be effective from the date of issuance until May 4, 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 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].
Al
cerely
oi—
Hodge
Regional Supervisor
Surface Water Protection Section
AHlsav: C:ISTORMWATIPERMIT1SW7060419MOD
cc: Joseph Anlauf, PE
III Devil Hills Building Inspections
✓Washington Regional Office
Central Files N Onetaro
,Natural
North Carolina Division of Water Quality Washington Regional Office Phone (252} 946-6481 FAX [phone] Customer Service
Internet; wivw.ncwaterquali1y.orP 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal OpporlunitylAHirrnative Action Employer— 50% Recycled110% Post Consumer Paper

State Stormwater Management Systems
Permit No. SV 7060419MOD
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
First Flight Retreat, LLC
First Flight Retreat
Dare County
FOR THE
construction, operation and maintenance of an infiltration basin 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.
This permit replaces the stormwater permit issued for this project on May 4, 2006.
This permit shall be effective from the date of issuance until May 4, 2016, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. .This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 48,195 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
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 permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7060419MOD
6. The following design criteria have been provided in the infiltration basin and must ='
be maintained at design condition:
a. Site Area, acres-
b. Drainage Area to Basin, ft2:
C. Total Impervious Surfaces, ft2:
d. Design Storm, inches:
e. Basins Depth, feet:
f. Bottom Elevation, FMSL:
g. Bottom Surface Area, ft2:
h. Bypass Overflow Elevation, FMSL:
i. Permitted Storage Volume, ft3:
j. Type of Soil:
k. Expected Infiltration Rate, in/hr:
I. Seasonal High Water Table, FMSL:
M. Receiving Stream/River Basin:
n. Stream Index Number:
o. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
3.68
120,825
48,195
1
2.00
7.00
6,105
9.00
16,394
Newhan — Urban land complex
20.0
5.00
Kitty Hawk Bay / Pasquotank
30-19
"SC"
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 times 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 revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW7060419MOD
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. The facilities shall be constructed as shown on the approved plans. 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, 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.
7. The stormwater systems shall not be used as Erosion Control devices. They
must be kept off line and free from sediment until the project is complete and the
entire site has been stabilized.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. 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.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. 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.
13. This permit shall be effective from the date of issuance until May 4, 2016.
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 4 of 7

State Stormwater Management Systems
Permit No. SW7060419MOD
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 formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, 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. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
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 143-215.6A to 143-215.6C.
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) having 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 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.
6. 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.
7. 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.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division of any name, ownership or mailing
address changes within 30 days.
Permit issued this the 17th day of October, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
r� for
Alan W. 'KRn[-k, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
SW7060419MOD
Page 5 of 7

State Stormwater Management Systems
Permit No. SW7060419MOD
First Flight Retreat
Stormwater Permit No. SV 7060419MOD
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 6 of 7

State Stormwater Management Systems -
Permit No. SW7060419MOD
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 bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
$. 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. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Kill Devil Hills Building Inspections
Page 7 of 7

State Stormwater Management Systems
Permit No. SW7060419MOD
First Flight Retreat
Stormwater Permit No. SW7060419MOD JUL 1 1 2008
Designer's Certification
I, FiluA2pv T -AL-DVInos a duly registered ►oV
in. the State of North Carolina, having been authorized to obsery periodically, )wee4yr
-fie} the construction of the project,
,2ST T Ll C4 t LI C IL3—W7
(Project)
for &r T -Ltci tf7 p Za-F , LLc- (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:
.5;rE`r� -a ���� Ll�i`Ti
o�
%%%gpv�.-fflcaQea
Signature ��p V. lilt
SEAL
Registration Number MC13 e
Date <5 U c-i OT , A008
fH9i4i�44`
Page 6 of 7

State Stormwater Management Systems
Permit No. SV 7060419MOD
Certification Requirements:
_$f 1. The drainage area to the system contains approximately the permitted
acreage.
b)( 2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
bu 3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
bu 4. All roof drains are located such that the runoff is directed into the system.
lt�i/ 5. The bypass structure weir elevation is per the approved plan.
I�6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
!' u 8. All slopes are grassed with permanent vegetation. ( 5oz�)
�'y 9. Vegetated slopes are no steeper than 3:1,
t� V_10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
LV 11. The permitted amounts of surface area and/or volume have been
provided.
e,,y 12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Kill Devil Hills Building Inspections
Page 7 of 7
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TROISTS M_ BE
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d OVPANCE WIFITHEITANDARDSOEPPACT,CE FOR LAND SURVEYINGIR
NORTH CAROL,Nd AS UEFINED IN T,IF RVLL ESOT r1,C NORTH CARO1A STATE
,.,O FNEGI SrAA.T,OH- PROFEBSIONAL ENO,NEE!I A- LAND --.Al
ANp uEER OR F•C1E01 THE NI NAMUM STANOARO OETAIL REQUIREMENTS OF
,10R1H CA-IIxA _.E PAL STATUTE 11-30.
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ACTUALLY MACE DI THE NNWND PURSUANT TO TIE RECORD OESC R,PT,ON
IS 1AV! ORRECT AND qt CDRA TE AS TO THE BOVNPARIEI AND AP EAG OF
THE SUBJECT PROPERTY AxO THE IDCATION AND uV-E. C• PA w.,HG
ACES, S,AE, LOCATION AN. I— 01-ILD,Nal NND IMPROVEMENTS
THEREOF I IF ANTI AND AS TO THE O TIRER IATTEAS SHOWN HEREON, IT SNOWS
THE LOCAr,ON Or ALL INPHO,�MENTS.NIGIITS-OF-,,A-FASEMFRES AND
Y Or NER MAT TENS EFFEG l,v6 THE SUBJECT PROPERTY'
GI "NINE ARE NO PARTY WALLS 01 EHCROACHMENT5 ON ADJOINING
HEMISEM EN... F' n7P Al2EYS NT ANY BUILDINGS, STRUCTURES, CN OTHER
ED ON TIE PwDPERrr AND THERE ARE NO ENCROACx1.
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REVISED: 8-23-OS
REVISED,, a-10-07
REVISED: i- 31-07
REVISED: II- 13-06
GRAPHIC SCALE:
REVI SEO: a-25-06
A$ aUl T SURVEY 6-23- 6
Flu AM S.-ORBS, IR, RLSJA.
SURVEY FOR
3o3 AE 51 IRCNp ALE STREET
FIRST FLIGHT RETREAT, LLG
RILL DEYIt HILLS, N.E. z1YAB
PImNc: (252) .LI-Jnzs
LOTS 1, 2, 3, 4 L[ 5, FIRST FLIGHT RETREAT
RAIL: B- a - Ds
PLAT CAB. F. SLIDE 305
scAlr: T sD
TOWN OF KILL DEVIL HILLS
ATLANTIC TOWNSHIP
DRxTI ar:_ -Y. sLEYer
DARE COUNTY, NORTH CAROLINA
E 1LE .a. Dszw
SURVEYED 6 - 8 - 05
Z5o

QUible
OF
JOB1�/ fz4At-7 4&74�W 7 ----
S1NCF, 1959
SHEET NO. OF
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
8 Juniper Trail • P.O. Drawer 870 • Kitty Hawk NC 27949
Phone [phone] • FAX [phone] • E-Mail: [e-mail]
CALCULATED BY
CHECKED BY
SCALE
DATE
DATE
6—si

Quible
JOB -'��'1 f �c'PG�17
S1NCF. 19.59
SHEET NO. Z OF
Quibie & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SLJWEYING
CALCULATED BY
DATE
8 Juniper Trail • P.O. Drawer 870 • Kitty Hawk, NC 27949 CHECKED BY DATE
Phone [phone] • FAX [phone] • E-Mail: [e-mail] SCALE
S/(P t:�>"

QUible
SINCF 1959
JOB g -6-rH n
SHEET NO. 3 - OF
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
8 Juniper Trail • P.O. Drawer 870 • Kitty Hawk, NC 27949
Phone [phone] • FAX [phone] • E-Mail: [e-mail]
CALCULATED BY
CHECKED BY
SCALE
DATE
DATE
..-

V
Date Received Fee Paid' Pbrrnit Number
Al A2 :±Ezz( .6iEr.2 t�
State of No . rdi Carolina SW ACK -.3/1 166
UA/Q-WAP0
Departrnent of Environment and Natural Resources
Division bf Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM'
This form may be photocopied far use as an. original
L GENERAL INFORMATION
I. Aj li
"xiainciN name ofth� cor�oration,indivl lbal.,4!t iN­
I C. wio-`ov�� spe
1P -Wl�
2. mil't 6wlier%Sig6ifig OffjdA!s: iihmd and title (person Idigally"k6l.. hsable. . f6r,iacllit , y apdtiom­ 11
pq p ance
a L�A iA' a U &_ AA d 61..
3. Mailing Address for person listed in item 2 above',
51421 —TI(deytS+rce-i N.VJ.
Citr. WMJ%,1AQk21A State: IX C.. Zip:
Telephone Number: 0 1 'S 1 -7
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications. 16.tters, operation and maintenance agreements, etc.):
F iv-s+
5. Location of Project (street address):
City! V,�l 'De. lA 1illlk% County. mere:
6. Directions to project (from nearest major intersection):
;t Soo So LAie, --r- -ke►t._ o-E F— -'R6i2!M5!E A
7. Latitude:— —Longitude-. - vV 7SO 391 1.0 it of project
8. Contact person who can answer questions about the project:
Name-.- _Ao_SP_nk Nv%k a0;,-P.e Telephone Number -
II. PERMIT INFORMATION:
1. Specify whether project is (check one)- _New Renewal X--Modification
Form SWU-101 Version3.99
Page 1 of 4

11
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
It number 7 0 4t9 and its issue date (if known)
existing permit sn,
I Specify the type of project (check one)-
Darisity _X_High Density- �Redevelop . General Permit Other
4... Additional, ProijedRequirements (check applicable blanks).
cAmA jm' irnefitation/Erosion Control 404/401 Permit, NPDES Stormwater or A_Sed 4 it
Information on required state permits can be obtained by contacting the' Customer Service Center at
1=877-623-6748.
III.PRO JEC-TINFORMATION
M y'th
i
Jr"AaUA t,.L%,'R Ine-e'luir-1
".Will btArieatedv Also atta&a-46talled narrative
t., dW.AA."M,(! d1_1
2. Stormwater runoff from this project drains to the TacOi 2,44v- River basin.
3. T6taJ Project Area: S. - CaS acres 4. Pioject Built Upon Area:
-iiIr-as P_ t &,.,e a-
5.' How many drainage areas the project. have? _1--�_ 'FVSsit v- -
6. Complete the following Information for each drainage area. If there are more than two -drainage areas In the
project, attach an additional sheet with the information for each area provided in the same format -as below.
Y!.•..........
Receiving Stream Name
Receiving Stream Class
Sc.
Drainage Area
1? 0, B LT- 5
*-W 55T.ST of P-Lui VC2 -n
Existing Impervious" Area
N At
[Proposed Impervious*Area
41914-5 '&O.r-T.
I % Impervious' Area (total)
391.5_Tl/.
......... ..
A TIM' �A. OW, , �_-P-R�A'�
........
:iCF'OiX
'M.
On -site Buildings
2-6 5 05 -Cj-1 SQ FT
On -site Streets
N pr
On -site Parking
2_1 SQ.r-r.
On -site Sidewalks
Jp R,
Other on -site **0
33. 4 a SR.FT.
womar�4% 0C_f,..#4A C& LZ
Off -site
N
Total:
t C T4
Total:
Impervious area is deflned as the built upon area including. but not lintited-io, buildings, roads, parking areas.
sidewalks, gravel areas, etc.
Form 8WU-101 Version 3.99
Paae 2 of 4
a
P IV

7. How was the off -site impervious area listed above derived?. _N ! 't".
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to.be'recorded for all
subdivisions, outparcels 'arid future development prior to the sale of any lot. If lot'sizes vary significantly, a table
listing each lot number, size and the allowable'huilt-upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state .stormwatermanagement permit number
as issued by the Divisiari of Water Quality. These covenants may not be
changeq or deleted without the consent of the State.
2.: 1Vomnrethan :� squarefeet'ofarrywlotshall be,caveredbystructures orlmpervious materials a L
' Irriperc ious match s-jnclude asphak'gravel concrete, back stone slate or svnilar material but do not irnlude, evood -
d '"g or the water surface of swimming pools: ; � y
3. Swales shall not'be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
-system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
andperformance of the system as permitted. :
By your signature below, you certify that the recorded. deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them. that they will run with the land, that the required covenants cannot be changed or deleted' .
without concurrence from the State, and that they will be recorded prior to the sale of anv lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-I 0B
Neuse River Basin Supplement'
Form SWU-109
Innovative Best Management Practice Supplement
Form N'U-101 Version 3.99 Page 3 of 4

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. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space'provided
' next to each item.
Initials'
• Original and one copy of the Stormwater Management Permit Application'Form S-) k
One -copy of the applicable Supplement Form(s) for each BMP A
- Permit application processing fee of $420 (payable to NCDENR) S 3EN 4 z-c . oo
Detailed narrative description of stormwater treatment/management R
• Two copies of plans and specifications, including:
Development/Project name
= Engineer and firm.
16gend
North arrow
' :Sca1e .,
x Revision number & date
,. Mean high water line �_
-Dimensioned property/praject=boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
"a - Details of roads, drainage features, collection systems, and storr awater control measures
- Wetlands delineated, or a note on -plans that none exist.
<: -Existing drainage (including off -site), drainage easements, pipe sizes, runoff. calculations:
-Drainage areas delineated
- Vegetated buffers (where required)
VH. AGENT AUTHORIZATION
If you wish to designate authorityto another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): �_,�, �e _ �sspc , s i tom. C .
.Mailing Address: -F'. o . '1D aA-uoC- 2 S70 - -
City:_ 1k , 7-T- Y 0w I-f - - - - State: J1 L - Zip: ZZ f- cA --
Phone: ( ' zS.7- ) - 2- _�, I_�.. 3 a o -- — Fax: ( .262- ) ZC. t - 12(o o
VIII. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2) NAIL. 1`!
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 theproposed project complies with -the requirements of 15A
NCAC 2H .Innn
Signature:.
Fonn SWU-101 Version 3.99 Page 4 of 4
Date:_•` • 'Zj-g�- C] lc;7-
I

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
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQStormwater Management.Plan Review:
-- ...
m A complete storwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils 'repo and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : _ frs4,:,R o► Re;kv, -" - - - - - -
Contact Person: S v 3 ep 1n' J : up, Pa e . Phone Number: (A42-) ZG 1 - 3 3 o o
This worksheet applies to: Basin No. 1 in Drainage Area
(as idenrijied on plarrsl (from Form SWU-101)
H. DESIGN INFORMATION - Attach supporting calculations/documentation. • The soils report must be
• � ,. .,, ..
based upon an actual field investigation AM soil bonngs. C60rity soil maps are not an acceptable
source of soils information: All elevations shall be in feet mean sea level ftsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT'Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Form SWU-103 Rev 3.99
Nu_C
2 o inft or ef/hr/sf (circle appropriate units)
± ' 5 . 0 fmsI (Seasonal High Water Table elevation)
4.3 inch (1.5 inch event for SA waters, I inch event for others)
! (C. 393. G o.
- c.f.
1. in61
-
Varit
ft. x
l l . C r -7.4 c.f.
-7• a
fmsl
9.0
fmsl
`1. 5-
fmsl
K
kouv^S
ya ri es ft. = G i 0 4-- • 13 sq. ft. (bottom dimensions)
Page i of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
I S R a. System is located 50 feet from class SA waters arid ,30 feet from other surface waters.
a k b. System is located at least 100 feet from water supply 'wells.
a,N A, c. Bottom of system is at least 2 feet -above ,the seasonal high watentable.
I k __ d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
s K_ e. System is not sited on or in fill material- or DWQ approval has been obtained.
NIA f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and, has recorded access easements to the nearest public right-of-way.
a ,\A— g. Drainage area for the device is less than 5 acres. .
a h. Sbils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
Salk i. System captuures� and infiltrates the rurioff from the . , first 1 0 inch of rainfall (1.5 inch event
for,aeeas'drairiiiig to SA waters) llesigri;voluirie and�infiltxation calculations attached.
,1 j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached:
J Ai k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H: V).
�J t4 1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
J3A
m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches
or dense vegetative cover is provided.
NJA n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
NIA o. Flow distribution mechanism within the basin is provided.
3) X- P. A benchmark is provided to determine the sediment accumulation in the pretreatment
device.
aAf q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
31 k r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
s. Plans, ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

"IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
l . After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved
design specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when
depth in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored
to the original design depth without over -excavating. Over -excavating may cause the required water
table separation to be reduced and may compromise the ability of the system to perform as designed.
Removed sediment shall be disposed of in an appropriate manner and shall not be handled in a manner
that will adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream,
etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used
to determine the depth at the benchmark shalt be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads 7S feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If.the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
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: !_,t r F�kctri_T_ RercGPT-_ t__LC...,Mr-.1?,kNW'rM,SAuNnF--tzs,AAA4\jPErz1ma►+emseQ
Address: 514411 T-oratj sT. +v.w. , v.tA,s�+,,i ��,Tol.s 2001(A -
Phone: I58-7
Signature:
Date: � C_ .
Note: The legally responsible party should ne 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, _._ h� lr��' , a Notary Public for the State of County of
C�Q S , do hereby certify that _ C"sNA �+ S�-4y fLa fl M­S�, personally appeared before me this _
day of 5) Zj ✓ _,��, and acknowledge the due execution of the forgoing infiltration basin maintenance
requirem ts. Witness my hand and official se
C}iRISTINE A. BOYLE f
SEAL NpTARY PUBLIC My commission expires_ r
DARE COUNTY NC
Form S-103 Rev 3.99 Page 3 of 3

Permit No. 570 17o& eaJ
(to be provided by DVVQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water {,duality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management PIan Review:
A complete stormwater management plan submittal includes a, stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : F frsi E i
Contact Person: .lasePt+ A kv►ia'UE PEE._ Phone Number: (z52) .24 t - 33 oo
This worksheet applies to: Basin No. in Drainage Area
(as identified on plans) (from Form SWU-101)
II. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable
source of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage EIevation
Top Elevation
NuC
? 2 0 _ in/hr or cf/hr/sf (circle appropriate units)
± 5 . 0 fmSI (Seasonal High Water Table elevation)
4.3 inch (1.5 inch event for SA waters, I inch event for others)
(G' 393.40 c.f.
l Aa - k4c„rs
V ar.t fC. x aritS sq. ft. (bottom dimensions)
i 8 14 c.f.
-7. G fmsl
9.0 fmsl
9. S fmsl
Form SWU-103 Rev 3.99 Page E of 3

dp w +
IIL REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
a a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
a A, b. System is located at least 100 feet from water supply wells.
1� k c. Bottom of system is at least 2 feet above the seasonal high water table.
N s k d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
I J k e. System is not sited on or in fill material or DWQ approval has been obtained.
NIA f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
3 xA g. Drainage area for the device is less than 5 acres.
J �'A h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event
for areas draining to SA waters ). Design volume and infiltration calculations attached.
j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H: V).
]Jtt4 1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
J I A
m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches
or dense vegetative cover is provided.
N A n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
u 1A o. Flow distribution mechanism within the basin is provided.
1� p. A benchmark is provided to determine the sediment accumulation in the pretreatment
device.
�)A. q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
Ilk r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
S101 s. Plans, ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV,-- INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass,, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved
design specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when
depth in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored
to the original design depth without over -excavating. Over -excavating may cause the required water
table separation to be reduced and may compromise the ability of the system to perform as designed.
Removed sediment shall be disposed of in an appropriate manner and shall not be handled in a manner
that will adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream,
etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used
to determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads y7 • S feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. if the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
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.
'P i r srt- -PI; c? &+
Print Name and
Address:
Phone: ( Zo2-) 53"7 ISS1
Signature:
Date: !-� - eb C _
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a siden t of the subdivision has been named the president.
1, � J� n� ��� , allotary Public for the State of t�� , County of
DDRR _, do hereby certify that }
_ �"� +o !�1 ` S ,00A) s personally appeared before me this
day of �plZ , a�lo , and acknowledge the due execution of the forgoing infiltration basin maintenance
requirements. Witness my hand and official seal,
SEAL C�IRt^ S�T4t�V_ A. BOYLE " My commission expires_
NOTARY pUPUC
DARE cout�tTr NG
Form SWU-103 Rev 3.99 Page 3 of 3

W 4 A U
ROY COOPER
Governor
MICHAEL S. PEwGAN
Secretary
S. DANIEL SMITH
Interim Oirertor
NORTH CAROLINA
F_avironmen[al Quality
November 18, 2019
First Flight Retreat, LLC
Attention: Mr. Randy M. Saunders, Registered Agent
P.O. Box 1922
Kill Devil Hills, NC 27948-1922
Subject: Stormwater Permit No. SW7060419 Renewal
First Flight Retreat
High Density Stormwater Project
Dare County
Dear Mr. Saunders:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7060419 for a stormwater treatment system consisting of an
infiltration basin serving First Flight Retreat located at 815 S. Virginia Dare Trail in Kill
Devil Hills, NC expires on May 4, 2020. 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. Permit application forms for renewal can be found on our website at:
Iitt 5: �4deq.ric.govbout/d visions energy-mineral-land-resow-cesZen_e -minera -land-
rulu'j tormwat-•-nrogram./post-construction. 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_g-ov.
Sincerely,
6PK"�Thorpe
Environmental Engineer
Nnrth Carolina Department of Environmental Quality 1 UvWnn of Energy, Mlneral and Land Resources
yy Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
252946.6481