SW7061111_HISTORICAL FILE_20061213

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
024of �?:
YYYYMMDD

Quible
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
December 12, 2006
Mr. Scott Vinson
NCDENR, DWQ
943 Washington Square Mall
Washington, North Carolina 27889
r
Re: The Stonnwater Management Plan
Phase 8A, The Currituck Club PUD
High Density Development, Currituck County, North Carolina
Dear Mr. Vinson;
RO Drawer B70
Kitty Hawk. NC 27949
Phone:[phone]CC
Fax:[phone]
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lassitec C.E.P.
Eduardo J. Vald vieso, P.E.
ASSOCIATES
'Joseph J. Anlauf, P.E.
Katherine C. Marchello. P.L.S.
In accordance with our phone conversation last week, we have revised the stormwater permit
application package for the above referenced Phase 8A of the Currituck Club to be permitted as a
High Density Stormwater project. Please replace the application package that you have in your
possession with the enclosed application package.
The following items have been attached and shall be considered part of this submittal package:
• Express Review fee check in the amount of $2,000.00, made payable to the NCDENR. This
$2,000,00 is in addition to the $2,000.00 already sent to your office with the original low -
density pen -nit application.
• One (1) original and one (1) copy of the Stormwater Management Permit Application Form
wl two (2) copies of the Infiltration Basin Supplement.
• One (1) copy of the Stonnwater Management Plan Narrative and attached calculations.
• Two (2) sets of Subdivision Plans, sheets C 1-C3, C6, C7, and C 11.
Please review and approve the following information, If you have any questions, or require any
additional information, please do not hesitate to contact me at [phone].
Sincerely,
Quible & Associates, P.C. o
David A. Dee1, PE
cc: Mickey Hayes - The Currituck Associates/Residential Partnership My ARM

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Date: 12115/2006
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1 of 1 12/15/2006 4:54 PM

W gTE,�QG
O�OF
Michael F. Easley, Governor
rNorth
William G. Ross Jr., Secretary
Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 6, 2006
Mr. Charles J. Hayes, Jr.
Currituck Associates / Residential Partnership
PO Box 229
Kitty Hawk, NC 27949
Subject: Stormwater Review SW7061 I I l
The Currituck Club PUD, Phase 8A
Currituck County
Dear Mr. Hayes:
This office received a Coastal Stormwater permit application and plans for the subject project on
November 15, 2006. A preliminary review of the project indicates that before a State Stormwater permit
can be issued the following additional information is needed.
1) Please note that the current policy in regards to low density development has changed in regards
to how low density development is being permitted. This policy allows up to 10% of the lots to
be individually over the 30% coverage threshold. This helps to keep individual pockets within a
development from becoming areas of high density. With all 16 lots being proposed to have 40%
impervious coverage, this project is currently considered as a high density development under
today's guidance. Please provide additional application forms, fee, plans, calculations, narrative,
etc. for a "High Density" application package or reduce the amount of impervious coverage per
lot to 30% or less.
The above requested information must be received in this office prior to December 14, 2006 or
your application will be returned as incomplete. The return of this project will necessitate resubmittal of
all required items including the application fee. If you need additional time to submit the required
information, please mail or fax your request for time extension to this office at the Letterhead
address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at [phone].
Sincerely,
Y—i
4�11—
Scott Vinson
Environmental Engineer
Washington Regional Office
cc: Andy Deel, PE -- Quible & Associates
Washington Regional Office
Ieo ` Carol
Xtural
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Intemet: h2o.enr.state.nc.us 943 Washin¢ton Souare Mall. Washineton. NC 2780 1-877-623-6748

�w'10 ill J
DEC -- r 2006 FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
®Wr'�niA D
o person may initiate any land -disturbing activity on one or more acres as cover E
form and an acceptable erosion and sedimentation control plan have been complet>?a and=approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, 'r"
the cuestion is not applicable or the e-mail and/or fax information unavailable, place N/A in the: blant`:)`
Part A.
Z. Project Name CurrilctcL Lf,,n
2. Location of land -disturbing activity: County _ (�: �; = v� City or Town "
Highway/Street al Mt (dull Dri1V Latitude 5 ° JP ' 16. 9Z" N Longitude
3. Approximate date land -disturbing activity will commence,=�r�,c;,
Purpose of development (residential, commercial, industrial, institutional, etc.):
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): .
n. Amount of fee enclosed: �, c) ^ . r):"— The application fee of S50.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee fs S450).
7. ;has an erosion and sediment control plan been filed? YesY No Enclosed X
S. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name E-mail Address
Telephone? s,_) 2 F.1 1 'f Cell ri (2-SfiIL - IQ 60 _ =ax r
9. L andowner(s)(�of Record (attach accompanied page to list additional owners):
�.urrltlicL i1S`iiL.ic4'f`
Name T &lephone' Fax Number
2.2
Current hailing Address Current Stree, Address
City r _ State Zip City State Zip
i 0. Deed Book No. Page No. Provide a copy of the most current deed.
Part B.
'i. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide' a
comprehensive list of all responsiblepartieson an attached sheet): _ _
Name E-mail Address
!
21
Current hailing Address CurrenStreet Address-____.
t t`tf 1�Ciii� l�f 7
City, State Zip City State Zip
Telephone um, th e r - - .

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and streE'�address . o. ,Ej
of the designated North Carolina Agent:
Name
Current Mailing Address
City
Telephone
E-mail Address
Current Street Address
State Zip City
Fax Number
State Zip
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
City
Telephone
E-mail Address
Current Street Address
State Zip City State Zip
Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if, an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there by any change in the information provided herein.
Type or print n me
Signature- -J
Title or;'uth6rity
©ate
a Notary Public of the County of ,-( r' f
State of North Carolina, hereby certify that C/', appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this �h day of %i��P f7; r t%,` 200
: l
Seal _
Notary
My commission expires--

.. r F E' ONLY M.,•��d . n_;
';':O FIC USE ,, b. . _ �..
Date Received
Fee Paid
Permit Number
m
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
NOV 15 2006
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
DWQ- f p RO This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
0
V,
'7
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance)
3. Mailing Address for person listed in item 2 above:
P. 0, f- Qx2 a
City: State: N _ Zip:
Telephone Number:
4. Project Narne (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. location of Project (street address):
(_Uir11u. L Club P.1).1).
City: Npof Lorcy.ua County:�ugri>!uik
6. Directions to project (from nearest major intersection):
a �, iR! 1I
f � I• r r r .l a! r
7. Latitude: 36" 1 B � 16, 7 ( " N Longitude: 75 ° 4$' 31.0 3 " W of project
8. Contact person who can answer questions about the project:
Name: 0avid A -Ball, _ A. ,�, Telephone Number: (25]. ) .Z6/-,-300
II. PERMIT INFORMATION:
1. Specify whether project is (check one)
__New
Renewal Modification
Form S WU- I01 Version 3.99 Page I of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number N.1A and its issue date (if known) NM
3. Specify the type of project (check one):
__-X_Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major Sedimentation/Erosion Control 404/401 Permit �NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
l-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
a x rx a OaTwa
J+J�6 u— , C1Ikc-de'bris % 001lih{uaJ5 rah rarrn,1jdr0 far in�jliraho& of ru„e',4
2. Stormwater runoff from this project drains to the f ay uolaln River basin.
3. Total Project Area:__fzJ,3 _ _ _ acres (LO+AtenSobt y) 4• Project Built Upon Area: ¢�2 %
S. How many drainage areas d8e§=the project have?���
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.
BasEDrainage
Aroma
w§ .; D gee, ie
Receiving Stream Name
Receiving Stream Class
Drainage Area
Existing Impervious* Area
Proposed Impervious*Area
% Impervious* Area (total)
- Yj
a=t&�k.{�zD�ainag,
iinpe'rvioSurf eAAr
r 1 vrr�Dran�ageAea�2
On -site Buildings
On -site Streets
0 73
On -site Parking
On -site Sidewalks
Other on -site
N /A
Off -site
A
Total: 4, A4.
Total:
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

7. How was the off -site impervious area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
Z. No more than a square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system-ff�errriitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [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-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
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
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas Uineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): 10t em A C .
Mailing Address: p, D agweL
City: 04V Nau).1G State: IG Zip:_ ,Zi%*fF
Phone: (z5--a. ) 26 L 3.�_U0 Fax: (76 ?. ) .261-12 60
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) C 6ay Je5 1. [6q n2. Jr
certify that the information included on this permit application form is, to the best of nly knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will he recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1.1000. 11
Signature:
Cavf1 VK A
Date: 11 /3-6
Form SWU-101 Version 3,99 Page 4 of

Permit No. S Q 9 06 1111
(to he provided by DWQ)
REFICERVED State of North Carolina
Department of Environment and Natural Resources
Nall 15 2006 Division of Water Quality
[)Q_A�6ORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOAN DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in 15A NCAC 2H .1005 through .1007.
I. PROJECT INFORMATION
Project Name : c
Contact Person: David . Dal) Phone Number:
Number of Lots:_ jh - Allowable Built Upon Area Per Lot*: Isart - -see table
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot. The attachment must include the project name, phase, page numbers and provide area subtotals
and totals.
II. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUAILot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
Form SWU-104 Rev 3.99 Page I of 2

SAxDF - RA -OA = BUA
No. Lots Lot
Calculation:
See
A40X red
Kctrraltve-
�Or Cxx1Cu1GJ1O":�' ciAd
See
c6c'e4e'(
lab% �Or
6()A FOf ec.c.i. lv{-
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Applicants Initials
,J)8L) _ _ a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
DAB _ c. Built upon area calculations are provided for the overall project and all lots.
�d l Ia_ d. Project conforms to low density requirements within the ORW AEC (if applicable).
[15A NCAC 2H .1007(2)(b)]
Form S WU- 104 Rev 3.99 Page 2 of 2

Table 1 - Allowable Built Upon Area for Lots in Phase 8A, Single Family Lots
Lot Number•
Lot Area (ftz) :
*4Q% of Covera a VIM
)
�430 11
18,645IE
7,458
=14,710
5,884
14,712
� 5,885
4 w
15,758
6,303
20,407
8,163
ffl5
26,548
10,619
16,965
6,786
43�7
13,749
5,500
9
438
14,275
5,710
43 a
16,826
63730
440�
16,084IE
6,434
IE
6,40$
42
13,796
IE-
5,518
5
5,954
4e44�
15,904
6,362
�445
17 539
7,016
:;�� otal
266,824 IL
106,730

Max, EHWED
NOV 15 200
Stormwater Management Plan Narrative G EAL � 4
rr., , r w 025 s 5S k
The�Currit,�u 1E1ub PUD, Phase 8A, Single Family Lots
October 31, 2006- // °°•4
1�616
General /
The Currituck Club PUD is located due south of Corolla, on the Outer Banks of North Carolina,
in the County of Currituck. The Currituck Club PUD is a residential development consisting
primarily of low density private home development with a small percentage of commercial area.
The Currituck CIub PUD is located +/- 20 miles north of the intersection of U.S. 158 and N.C.
12.
Phase 8A is located adjacent to the Windswept Ridge condominiums and was originally planned
to be developed as multifamily housing which would be permitted under a "High Density"
stormwater permit. In response to today's market, the Currituck Associates / Residential
Partnership has decided to develop this land as single family residential lots. This single family
lot phase will meet all on the requirements for a Low Density development classification.
Previous phases of the development have been pennitted under the Low Density permit option.
Phases I & 2 were permitted as a Low Density development under a pen -nit issued by the
Division of Water Quality (DWQ) on August 31, 1995.
Phase 3 Single Family Residential Lots @ The Currituck Club PUD was permitted in a similar
fashion under DWQ Permit Number SW7970119.
Phase 4 Single Family Residential Lots @ The Currituck Club PUD was also permitted this way
under DWQ Permit Number SW70001 17.
Phase 5 Single Family Residential Lots @ The Currituck Club PUD , was permitted in this
fashion under DWQ Permit Number SW7020302.
Phase 6 Single Family Residential Lots @ The Currituck Club PUD was also permitted in this
way under DWQ Permit Number SW7020417.
Phase 7 Single Family Residential Lots @ The Currituck Club PUD was also permitted in this
way under DWQ Permit Number SW7021 112.
Phase14 Single Family Residential Lots @ The Currituck Club PUD was also pennitted in this
way under DWQ Permit Number SW7050814.
It is important to note at this time that the entire roadway and the associated rights -of -way for all
the listed phases have been accounted for under the original permit issued for Phases 1 & 2 of The
Currituck Club PUD (as adjusted by the permit for Phase 14). For consistency, the roadways of
Phase 8A will be added to this overall roadway calculation and further calculations will be based

off of that new roadway figure.
The Stormwater Management Plan will utilize a roadside grassy swale infiltration system to
manage the stormwater runoff generated by this proposed development. The following narrative
will discuss specifically permissible built upon areas, stormwater collection, treatment, storage,
and disposal.
Allowable Built Upon Area
The Currituck County Unified Development Ordinance allows for the individual lot coverage to
be 40% maximum. The stormwater regulations allow for a maximum coverage of 30% to still
remain in the "Low Density" classification. When the 40% maximum lot coverage is combined
with the golf course, subdivision road rights -of -way, and the patio home areas, the effective area
is well below the allowable 30% maximum coverage for a low density approval. Evidence of
this will be displayed in the following paragraphs.
The total land area used in the calculations for "Low Density" development under the Phase 1 &
2 pen -nit (as modified by the Phase 14 permit) is 564.21 acres. This area includes the Patio
Home Section, the Golf Course, the Single Family Lots (Phases 1, 2, 3, 4, 5, 6, 7, & 14) and the
Subdivision Road Rights -of -Way (Phases 1, 2, 3, 4, 5, 6, 7, & 14). Since the Phase 5 Hammocks
section development has been permitted independently from the rest of the phases of The
Currituck Club PUD, this number can be adjusted to subtract The Hammocks section
development area (564.21 acres - 1795 acres, reference Permit No. SW7001026 = 546.26 acres).
The allowable coverage based on the 30% maximum allowable coverage as outlined in the
NCDENR, DWQ, Administrative Code Section 15A NCAC 2H .1000 Stormwater Management
for properties adjacent to SC waters is, 546.26 acres x 30%(.30) = 163.88 acres.
The total coverage as determined in the "Low Density" Stormwater Management Plan for The
Currituck Club PUD, Phases 1 & 2, permitted on August 31, 1995, and as modified by the Phase
14 permit (dated September 23, 2005) is 67.52 acres. Again this area of impervious coverage
includes all the roadways for all phases (except Phase 8A) of The Currituck Club PUD.
Area of the Phase 8A roads and driveways within the Right of Way is 0.83 acres.
(Detennined by AutoCAD area routines) L1 �
A small parking lot is also proposed to serve the existing tennis courts. The area of this
proposed parking lot is .08 acres. (Detennined by AutoCAD area routines)
Add Phase 8A roads and parking to the original allowable coverage: 67.52 + 0.91 =
68.43 acres
The total coverages as determined in the "Low Density" Stonnwater Management Plan Permits
for the previously approved phases are as follows:
Phase 3, DWQ Permit No. SW7970119 is 13.21 acres

Phase 4, DWQ Permit No. SW7001026 is 7.05 acres
Phase 5, DWQ Permit No. SW7020302 is 2.24 acres
Phase 6, DWQ Permit No. SW7020417 is 6.20 acres
Phase 7, DWQ Permit No. SW7021112 is 7.61 acres
Phase 14, DWQ Permit No. SW7050814 is 5.15 acres
It is important to note that this coverage amount as it is listed for Phase 3, Phase 4, Phase 5,
Phase 6, Phase 7, and Phase 14 are the proposed maximum coverage for the Phase 3, Phase 4,
Phase 5, Phase 6, Phase 7, and Phase 14 Single Family Lots and does not include the subdivision
road surface and or driveway surfaces within the right-of-way because these items have been
covered under the first approval, dated August 31, 1995 (as amended by Phase 14 permit). The
roadway providing access to the Phase 5, Single Family Lots was accounted for in the high
density stormwater permit for The Hammocks Section, reference DWQ Permit Number
SW7001026.
Subtract the coverages from sum of Phases 1, 2, 3, 4, 5, 6, 7 & 14 from the total allowable
coverage to obtain the total remaining allowable coverage for the remainder of the single family
lot developments.
163.88 acres - (68.43 + 13.21 + 7.05 + 2.24 + 6.20 + 7.61 + 5.15) = 53.99 acres
_ 1 -%lac
The current coverage is ((68.43 + 13.21 + 7.05 + 2.24 + 6.20 + 7.61 + 5.15) / 546.26] x 100 =
20.12% (30% allowable)
The following table is a table of the Allowable Built Upon Areas for single family subdivision
lots in Phase 8A:
Table 1 - Allowable Built Upon Area for Lots in Phase 8A, Single Family Lots
* By Currituck County Unified Development Ordinance
LotVNumber
Lot Area (ftZ)•
—
140% LOt Coverage (ft-)
s
430.0 -
18,645
7,458
431 : y
14,710
5,884
432 --
14,712
�— 5,885
433 •.
15,758
6,303
434
20,407
8,163
43526,548IF
10,619
436 .
16,965
6,786
437
13,749
5,500

438
14,275
IE
5,710
16,826 -IF-
6,730
440
16,084
6,434
441 p t o L
16,021 -IF
6,408
a 442
13,796
5,518
- 443 4. —f'
14,885
5,954
444
15,904
6,362
17,539
7,016
w $?=Aw
266,824
106,730
A subdivision plat has been included in this package to illustrate the size and location of each of
the 16 single family lots proposed for Phase 8A. The total acreage of the single family lot
subdivision portion of the development is 6.13 +/- acres. The total allowable area for impervious
coverage on the single family lots of Phase 8A is approximately 106,730 square feet. This value
translates to 2.45 acres.
When this value is subtracted from the total available area for impervious coverage (53.99 acres)
the value remaining is 51.54 acres for impervious surfaces on the remaining single family lot
developments.
53.99 acres - 2.45 acres = 51.54 acres
This proposed coverage value equates to a percent coverage in the following manner:
[(68.43 + 13.21 + 7.05 + 2.24 + 6.20 + 7.61 + 5.15 + 2.45) / 546.26 acres] x 100 = 20.57%
(30% allowable)
With 30% allowable coverage this addition of the proposed Phase 8A, Single Family Lots
development will place this overall project at approximately two-thirds of the allowable coverage
limit. As stormwater management plan applications are submitted for future phases of single
family lot subdivision development within The Currituck Club individual lot coverage
calculations (40% by ordinance) will again be provided to DWQ staff and those figures will be
deducted from the 51.54 acres remaining. A running total will be kept of the allowable coverage
verses proposed coverage.
Stormwater Collection, Treatment, Storage, and Disposal
Collection
The stormwater will be directed into roadside swales via site grading and road crowning. The

areas of each individual lot which are not impervious, effectively 60% at final build out, will
intercept runoff and provide additional locations for stormwater infiltration prior to entering the
proposed roadside swale system.
Treatment
The proposed roadside swales will be vegetated according to the general seeding specifications
provided on the Soil Erosion & Sedimentation Control Plan. Stormwater runoff collected by this
swale system will undergo debris and pollutant filtration by the proposed vegetation. The
vegetation specified on the side slopes of the swales will effectively act as a physical, biological
and chemical strainer. In the physical sense the vegetation will act as a strainer to remove debris
and larger particulates. In the biological sense the vegetation will participate in the nutrient
uptake and may also use some pollutants as a food source. In the chemical sense the soil, water
and the vegetation will participate in various chemical processes including biodegration, and
oxidation/reduction processes. The vegetation will effectively treat the projected runoff prior to
impacting the groundwater or any adjacent surface waters. Note that there are no direct
connections to adjacent surface waters.
Storage
The roadside swale system should provide adequate temporary storage of the first inch of
stormwater runoff prior to infiltration.
Disposal
The disposal will occur within the subsurface via infiltration. Soils onsite provide more than
adequate void ratio in the subsurface providing for high infiltration rates and therefor relatively
fast disposal.
Conclusion
The stormwater management system proposed for Phase 14, Single Family Lots, The Currituck
Club PUD, will more than adequately serve this subdivision.

NC®ENR
North Carolina Department of Environment and Natural Resources
943 Washington Square Mall, Washington NC 27889 [phone] FAX [phone]
Request for Express Permit Review
F1LL4N all information below and CHECK required Permit(s).
Please include this with the application package upon submittal. Project application received after 12 noon will be
stamped in the following work day. Thank you! Lyn Hardison lyn.hardison(ftcmall.net
APPLICANT Name
Company r ,:, l
-Address_P, D, 2,; r City/State 2Z249-1
Phone.lLs2) 261 1' 1. Fax / - 3ow 3 Email c
PROJECT Name_-- pop' pA _ County
PROJECT LOCATION ADDRESS I, - . = U„
ENGINEERICONSULTANT �. -
Company-
AddressRo,D,,Qwee- Ala City/State- L;t}V I4awL, Al�_ Zip .27g42
Phoneice>6o_ Fax_au)2A/-1,zGa Email eel [ Ele.
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑Yes X No
❑ STREAM ORIGIN Determination; # of Stream calls; Stream Name
0 STORM/VATER � Low Density ❑ High Density -Detention Pond ❑ High Density -Other
Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
PROJECT SYSTEM(S) TRIBUTARY TO STREAM NAME RIVER BASIN
-------------------------- —�-------------------------- ------------------ ---- ------ ------
❑ ❑
-
❑ COASTAL Excavation & Fill Bridges & Culverts Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
--------------------------- ----------- -------------------------- -- ---
❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with - acres to be disturbed. CK #_ _
❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) ❑Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands Impacted ❑Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
CIRCLE Yft 401 Application ❑Yes ❑ No 404 Application in Process w/USCOE ❑Yes [:]No
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
HECK #
SUBMITTAL DATES: Fee Split for multiple permits: NOW 1OQ
3W rr 6: $
AMA $ WARO
_QS $ _ ��_
101 $
Total Fee Amount $ zcwG>

Quible
Quible & Associates, P.C. P.O. Drawer870
Kitty Hawk. NC 27949
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING Phone:[phone]
SINCE 1959
Fax: [phone]
-a PRINCIPALS
4 ' t Sean C. Boyle, RE.
1� Joseph S. Lassiter C.E.P.
Eduardo J. Valdbrieso, P.E.
November 8, 2006
ASSOCIATES
Nov 15 200
Joseph J. Anlauf, P.E.
Katherine C. Marchello, P.L.S.
Mr. Scott Vinson
NCDENR, DWQ WQ-1 AR0
943 Washington Square Mall
Washington, North Carolina 27889
Re: The Stonnwater Management Plan
Phase 8A, The Currituck Club PUD
Low Density Development, Currituck County, North Carolina
Dear Mr. Vinson;
On Behalf of The Currituck Associates/Residential Partnership, Quible & Associates, P.C.
(Quible) hereby submits for review and approval a North Carolina Department of Environment
and Natural Resources, Division of Water Quality, Stonnwater Management Pen -nit Application
Fonn package for the proposed Phase 8A, Single Family Lots of the aforementioned project.
This pen -nit application is a continuation of the stormwater management plan permitting process
for the phased development of The Currituck Club PUD. Although this is part of a larger permit,
to keep in following the pen -nit application packages for the previously pennitted phases, a new
pen -nit application has been prepared. This is consistent with previously submitted single family
subdivision phases as directed by the original "Low Density" permit. Please reference the
Stonnwater Management Plan Narrative for a detailed description of the prior permitting process
and the stonnwater management plan for this phase.
As in the permitting of the previous single family lot subdivision phases of The Currituck Club
PUD a Low Density Stonnwater Management Plan is being sought for the proposed Phase 8A,
Single Family Lot development.
Thefollowing items have been attached and shall be considered part of this submittal package:
Express Review fee check in the amount of $2000.00, made payable to the
NCDENR.
2. One (1) original and one (1) copy of the Stonnwater Management Permit
Application Fonn w/ one (1) copies of the Low Density Supplement, Fonn SWU-
104, Rev. 3.99.
3. One (1) copy of the original Phase 1 & 2 permit as signed by Mr. William Moore
on 8/31 /95.

4. One (1) copy of the Stormwater Management Plan Narrative
5. Two (2) sets of Subdivision Plans as prepared by Quible & Associates, P.C.
Please review and approve the following information. If you have any questions, or require any
additional information, please do not hesitate to contact me at [phone].
Sincerely,
uible & Associates, P.C.
r
David A. Deel, PE
encl: as stated
cc: Mickey Hayes - The Currituck Assoc] ateslResidential Partnership

.} State of North C'aroiina
Department of 1f _.vironment,
Health and Natural Resources
Washington Regional Office .
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
MUEAVED
DIVISION OF ENVIRONMENTAL MANAGEMENT
NOV 15 2006 31 August 1995
DWQA1VAR0
Currituck Associates
P:O. Box 229
Kitty Hawk, North Carolina 27949
SUBJECT: Stormwater Approval
The Currituck Club
Phases 1 & 2 and
Patio Homes
Currituck County
Dear Sir:
The Washington Regional Office received your Stormwater Management Plan
for the subject project on I5 May 1995. After several discussions with your
engineer, Mr. Bill Gilbert, we received additional information by letters
dated 28 july•1995 and'31 August 1995.
The Currituck Club is a multi -phased project that involves both low
density and high density type development. Mr. Gilbert has indicated that
stormwater plans will be submitted for the high density phases in the future.
This approval is for the single family residential lots in phases 1 & 2, and
the patio homes.
Based upon our review, this project is approved as a low density project
as set forth in title 15 NCAC 2H .1000. The proposed stormwater control.
measures must be constructed properly and maintained for the life of the
project.
If you have any questions concerning this matter, please contact
Mr. Bill Moore at [phone].
Since rely,
-IGV, Roger R. Thorpe, PE
Water Quality Regional Supervisor
cc: B adley Bennett
uible & Associates
1424-Carolina Avenue, Washington, NC 27889 Telephone [phone],6481 FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10% post -consumer paper

•n
f1 j} RECEIVED
bYASHINGTON OFF7CE
DMSION OF MMRONMENMAL Mg i 51995
Submittal Form for Projects Using Density Limits for Stormwater Contra[
PROTECT DATA A z ZL
�'u6 r..NRR�K CLUIS
Protect Flame _ � ��� --• .. .
. ■ A I
Location (County, Townshfp/Runiofpality, Address, State Road) CUK81Tu4K ICO_EMMY,
�ibWNS iiP_.CuRRTitklty GtJ E1�1 . 145, Al L l2 �CGCAW TP,4uar.]
Owner's Now CURB t_ it ��+PGt.�'ES 11�Es/D�A�1AL P�41�TA)FRS�tJ�
Hailing Address PO fLOA.
[� MY UAwsc . AJ c- S114.2 )
Phone Number —�fel-_33a0 Submittal Date I ,�/ �sta
Brief Description (include map and appropriate drawings)-PUD_ jNU VWXY4 6XLF COURSE,
Hem& of !later Body Receiving Stormwater Runoff CURRITVC1{ .S40y_AD
Classification of [dater Body
State/Federal Permits/Approvals Required (Check appropriate blanks)
CA14A Rejor _ SedimentatiorVEresion Controt X
404 Permit r.�x„ _ . DWORS Sewage Disposal
Other (Specify) , 17,?r1rS . Agmt A)ChCT'
CALCLTLATZom OF AUTLT UPON ARIA
Built upon -area means that portion of a development that is covered -by iopervious.or partially pervious cover
Including buItdings;-psven+cnt, recreation facilities, gravel, etc., but not including wood decking. If the
project includes areas draining to different water classifications, - please note them separately below.
Classification
Built ypon Area
Total Project Area
X Built Upon Area"
Allowable BIN Area
ubwatersh
.SG
16 3.. Q A o
C
IS so
30' .
subwatershed
Is the Project B/U Areas the Allowable B/u Area? Fes-_ (if no, an engineered system is required.)
% Built upon area = (built open area / total project area) 0 100
Built upon area limits for projects to meet density: SA waters -- 25%, Other -- 30%
STORMWATER CONTROL MEASURES (Grassed -line swales should have side slopes of 3:1' (K:V) or less)
Describe how the runoff will be treated I-VICAL 4Rg9S!/, dEAADSIQE SWALSS no FIE
c..CADIJu 1'Fa i itR 1 GdT � OIu ^dNOS �oi�_ GOt F_ caves S� -
BUFFER AREA
Is the built upon area at least 30 feet from mean high water of all surface waters? if no, please
provide a description

0A ..
DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Sy my signature below, I certify that the -recorded deed restrictions and protective covenants for this
project shall limit the allowable befit -upon area per lot to •3!c square feet Inclusive of
right-of-way, structures, pavement, walkways or patios of brick, stone, or state, not including wagd
decking; state that the covenants dill be binding an all parties and persons claiming under them; th&t
they w1LL run with the land; and that benefits may be enforced by the State of ,Korth Carolina,
therefore, the covenant cannot be changed or deleted without consent of the State.
'` See- cz�etr—Aed
CERTIFICATION
certify that the information included an this submittal
form is correct, that the project wf l be constructed in conformance with this information, and that
to the best -of my knowledge, the proposed project empties with the requirements of 15 NCAC 211.1003(b).
I autharite the below named person or ffrm to submit stormwater plans on my behalf, and agree to abide
by the deed restriction statement above;
;710F500"
Date
Provide authorized person or fins name and address below:
Ate "IM CO.
C7
K ►TTY lf4wK ,� I�JG L7�� � — - - � --
I,Les I!e Wh1 le. , a Natary Public for the State of MarM CavVh;79q ,
County of , do hereby certify that ,r ,S , r r . personatty
appeared before me .this day of 19.= and acknowtedged the due execution of the
foregoing instrument. Ultness my hand and off WaL seal,
• r .Sit r s: ' i - '%l�lf
Fry commission expires
Z
•f{Hai ... t1lo �":;•'1`
DIVISION OF ENVIRONMENTAL HANAGEHENT SIGH —OFF
Regional Office
LISZ-19 'S
�
Date lr4jvloaL EvaLuatl Forms/Plans
Dat Regional Water6,WaLlty supervisor
46"; 9e-r- 7711o7-f1e.
cc: Applicant/Bradley Bennett/Consultant Rev. 12193

Vm
LaT #
TAE CCIMT-M. CK CLUB. P.V.D.
LOT AREA. M Sg. .
ALLOWABLE PERVIOUS COVERAGE IN SQIT.
21;800
8,720
26,973
10,789
89,374
15,750
86,I05
14,442
24,751
9,900
20,560
8=4
20,633
8,253
22,508
9,002
21,405
8,562
19;419
7,768
18,412
7,365
21,512
8,605
21,023
8,409
22,852
9,141
34,198
13,678
27,124
10,850
23,736
9;494
18,581
7,432
19,296
7,682
18,326
7,730
20,495
81198
23,844
9,537
20,658
8,263
20,316
8,128
26,594
10,638
15,599
6,240
1455
7,362
18,071
7,228
17,795
7,118
17,961
7,184
14,529
5,812
17,623
7,049
19,592
7,837 .
2%193
8,877
19,063
7,625
16=5
9,753
22,825
9,130 -
21,917
8,767
20,552
8,221
_
18,072
7,229
18,994
7,598
20,682
8,273
15,541
6,216
1%958
5,183
16,176
6,470
18,363
7,345
18,698
7,479
20X8
8,395
20,765
8y306
20,326
8,130
20,264
8,106

THE +CIIRRIrrum Gi P_II.D.
4
LOT AE,EA IN_ SgQ . KIPEaM&WE4VIOUS03TER G SQ:M.
:
52
18,235
7,294
53
14,468
5,787
54
17,154
6,862
55
20,258
8,103
56
21,635
8;654
57
15,051
6,020
58
21,146
8,458
59
ISA15 -
7,446
60
19,467
7,787
61
19,656
7,862
62
18,503
7,401
63
29,545
11,818
B4
52,278
20,510
65
21,048
8,419
66
26,637
10,655
67
18,791
7,510
S8
21,230
8,492
69
M33
9,173
70
25,203
10,081
71
28,128
11,251
72
24,018
.91606
73
18,767
7,507,
74
18,830
7,532
75
23,829
9,532
76
22,542
9,017
T7
17,634
%054
T8
16,655
6;8g2
T9
19,462
7,785
10
2099
9,840
11
19,505
7,802
20,364
8,146
a
15,429
%172
14
13,205
U82
15
14,71.1
5,884
6
17,679
7,072
7
21,621
8,648
8
30,000
1%000
9
28,438
11,375
0
16,063
6,425
1
21,420
8,568
2
18,847
7,539
3
31,774
12,710
28,025
11,210
i
21,255
8,502
26,222
10,489
T
18,554
7,421
18,012
7,205
1
20,005
8,002
10
17,026
6,810
11
17,028
6,811
12
19,341
7,736
13
28,421
11,368

'
THE CUFMMCK MJ
P-.U.D.
P
L ar
LOT AREA ]N SWT_ ALLOWABLE IMPLEVIOUS COVERAGE INS -Pr.
104
19,252
7,701
105
17,855
7,142
106
16,681
6,672
107
17,471
6,988
108
21,456
8,682
109
18,97s
7,590
110
16,263
6,605
u1
24,635
9,864
112
24,934
9,974
113
34,689
13,878
114
4628
7,451
115
19,389
7,756
116
20AM
8,188
117
20,012
81005
ug
17,093
%837
119
17,945
7,178
120
18,051
7,220
121
15,795
0,318
122
16,098
6,438
129
23,765
9,566
124
23,725
9,490
125
26,083
10,433
128
• 20,869
8,348
127
20;355
8,142
128
25;260
10,104'
L29'
80,924
32,270
L30
17,803
7,121
L31
19,616
7,846
L32
19,41S.
7,845
L33
191224
7;690
!34
20,268
8,107
;35
21,9777
8,791
.36
22,173 .
8,869
37
25;792
10,317
38
34,735
13,894
89
2M78
10,629
40
19,792
7,917
41
21,268
8,507
42
20,097
8,089
43
18,248
7,299
44
23,125
9,250
15
-26,908
10,762
LB
27,094
10,838
17
24,188
9,675
is
19,498
7,799
25,808
10,322
TOTAL:
11289,835

S.EP. -05' 951'I'UEj 13:12 QLME&ASSOCIATES
TEL:[phone] P.002
PHAS�,�
T1" ABTA ]N S®.PT. AMOWAM3
DOVE m M §R.FT.
r
ISO
eoo
15�
16A4
UP
1B9
Mass
Lard•
15
�X80
]W
4607
esa,4
L70
18,799
8�698
157
14087
199
IM75
A=
m
19M)
7I W
101
a0,890
nXII
18a
al, 8
S."2
�g
23.088
9,268 .
16d
2a;OJ1
It1�04
3W3S
We
80,788
1=.g
is!
89
M,780
168
2220b
��
I�9
=71
270
=79
1A81
Ifi1
81,591
%558
1.72
gap
174
3 799
17�t
38,6fl0
178
.7 POO
7,M
arr
a=fl
1,%M.
in
=12
4109
119 -
AM -
km
I0i
146800
5,8?.2
1ffi
I6,MB
01001
1Sg
1BA28
8,17z
in
IAM
M
185,
19,491
7,872
188
iw1
7,4172
COS TOTAL FOR PW 9E81 & 2 a I,61 a79 N.M.

Quible
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
April 6, 2006
Mr._Scott Vinson .�
NCDENR, Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27889
UVVQ— Fl VARO
P.O. Drawer 870
Kitty Hawk, NC 279d9
Phone: 252-261-=
Fax: [phone]
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lassiter. C.E.P.
Eduardo J. ValdMeso, PE.
ASSOCIATES
Joseph J. Anlaut PE.
Kathedne C. Marchelli P.L.S.
Re: Storinwater Management Plan for The Currituck Club PUD, Phase 8A, Currituck County
Dear Scott;
Thanks for taking the time to meet with us on the referenced project. As requested, please find
enclosed a copy of a plat entitled "Recombination Survey, Currituck Club Phase 8A by Quible &
Associates, P.C. dated 3/14/06". This plat was recorded in the Currituck County Registrar of
Deeds on 3/29/06 in Plat Cabinet 1, pages 354 & 355. Currituck Associates / Residential
Partnership owns the remaining undeveloped land that was once Windswept Ridge.
Please contact me when you plan to make your site visit. We can show you in person our
findings on site.
Again, thanks for your time today. Please contact me at 252-261-3300 if you have any questions
or need any further information.
Sincerely;
Quible & Associates, P.C.
Sean C. Boyle, PE
Encl: As stated
CC: Mickey Hayes - Currituck Associates 1 Residential Partnership (w/o encl:)