SW7040318_HISTORICAL FILE_20170802

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW "Z(X`o/R�
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
ky ZORDa
YYYYMMDD

8/2/2017 '
Corporations Division
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North Carolina
Elaine F. Marshall DEPARTMENT OF TI- E
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh,NC 27626-0622 [phone]
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: Hughes Retreat, LLC
Limited Liability Company Information
Sosld:
0689916
Status:
Admin. Dissolved
Annual Report Status:
Not Applicable
Citizenship:
Domestic
Date Formed:
9/8/2003
Fiscal Month:
December
Registered Agent:
Khoury, Daniel D.
Corporate Addresses
Mailing:
5149 Tilden Street NW
Washington, DC 20016
Principal Office:
5149 Tilden Street NW
Washington, DC 20016
Reg Office:
6 Juniper Trail
Kitty Hawk, NC 27949
Reg Mailing:
PO Box 1042
Kitty Hawk, NC 27949
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
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8/2/2017 '
Corporations Division
°"',"',.�`'�.f North Carolina
Elaine F. Marshall DEPARTMENT a17T1
Secretary SECRETARYOFSTATE
PO Box 29622 Rateigh,HC 27626-0622 [phone]
Click Here To:
View Document Filings
Corporate Names
Legal: Hughes Retreat Condominium Owners' Association, Inc.
Non -Profit Corporation Information
Sosld:
0777426
Status:
Current -Active
Annual Report Status:
Not Applicable
Citizenship:
Domestic
Date Formed:
4/12/2005
Registered Agent:
Corporate Addresses
Mailing: 6 Juniper Trail
Kitty Hawk, NC 27949
Principal Office: 6 Juniper Trail
Kitty Hawk, NC 27949
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State of North Carolina
Department of the Secretary of State
SOSID: 0777426
Date Filed: 3/24/2014 2:26:00 PRI
Effective: 4/24/2014
Elaine F. Marshall
North Carolina Secretary of Stale
C2014 073 01075
STATEMENT OF RESIGNATION OF REGISTERED AGENT
Pursuant to §55D-32 of the General Statutes of North Carolina, the undersigned hereby submits the following statement:
1, 1, Daniel D. Khoury , (lype or print name), hereby resign my appointment as
registered agent for the following entity: Hughes Retreat Condominium Owners'Associat€on, Inc._
Entity type: ❑Corporation, ❑Foreign Corporation, +❑Nonprofit Corporation
❑Foreign Nonprofit Corporation, []Limited liability Company,
[]Foreign Limited Lability Company, ❑Limited Partnership, ❑Foreign Limited Partnership,
❑Limited Liability Partnership, ElPoreign Limited Liability Partnership
2. The undersigned certifies that written notice of this resignation as registered agent of the entity has been mailed or delivered to
the entity as follows:
Name and Title of Individual Wiliam Heslin, Association Manager
Address PO Box 23091
City, State, Zip Code Kitty Hawk, NC 27949
3. The registered office is to be discontinued. (check here V ifopplicable)
This the day of March 20 14
N Ine ofEntity
Danie Kh ry, deceased
13
Signature
Patrick W. Herman, Attorney
Type or Print Name and Title
NOTES
I . No filing fee. This document must be filed with the Secretary or State.
2 'The appointment as registered agent is terminated, and the registered office is discontinued if so provided, on the 31' day after the date on which this statement is
tiled.
CORPORATIONS DIVISION P.O. BOX 29622 RALEIGH, NC 27626-0622
(Revised January 2002) (form BE-07)

SOSID: 0777426
Date Filed: 4/12/2005 8:44:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200509600544
ARTICLES OF iNCORPORATtON
OF
HUGkIES RETREAT CONDOMINIUM ASSOCIATION, INC.
I, the undersigned, being a natural person of full age, make these Articles of
Incorporation for the purpose of forming a nonprofit corporation pursuant to the
provisions of CMpter 55A of the North Carolina General Statutes.
ARTICLE I
NAME
The name of the corporation is Hughes Retreat Condominium Association, Inc.
ARTICLE II
DURATION
The period of duration of the corporation shall be perpetual.
ARTICLE III
PURPOSES
The purposes for which the corporation is organized are:
(1) To provide for the management, maintenance, preservation,
administration and operation of the common areas of Hughes Retreat
Condominium, a condominium organized pursuant to Chapter 47C oftlre
North Carolina General Statutes, the North Carolina Condominium Act
(the "Condominium"}, as set forth in that certain Declaration of
Condominium recorded in Book 1402 at Page 83, in the Office of the
Register of Deeds for Dare County, North Carolina (the "Declaration").
(2) To promote the health, safety and welfare of the "Unit Owners" QC the
common areas and residents within the jurisdiction of this corporation.

(3) To engage in any and all lawful activities incidental to the foregoing and
imposed upon it by the Declaration relating to the operation of the
common areas of the Condominium.
(4) To conduct such services, duties and functions strictly on a non-profit
basis for the mutual benefit of all unit owners of Hughes Retreat
Condomnium Association, Inc. and the common areas of the
Condominium.
ARTICLE 1Iv'
NO PECUNIARY GAIN
This corporation is a nonprofit corporation, and no part of the net earnings (if
any) of the corporation shall inure to the pecuniary benefit of its Members (as defined
herein below), officers, or directors.
ARTICLE V
MEMBERSHIP ANID VOTING RIGHTS
Membership in the corporation ("Membership") shall be limited to the Ov477ersof
the Condominium, and every Owner of a Unit shall automatically be a member (a
"Member") of the corporation. Members shall not include persons or entities who hold
an interest in a Unit merely as security for the payment of performance of an
obligation. Membership in the corporation shall be appurtenant to and may not be
separated from Unit Ownership.
The total number of votes of the Membership of the corporation shall be four
(4). Each Member shall be entitled to cast one vote for cacti Unit owned by such
Member equal to the percentage interest in the Common Elements allocated to such
Unit by the Declaration. In the event fee simple title to a Unit is owned of record by
more than one person or entity, all such persons or entities shall be Members, but the
votes with respect to any such jointly owned Unit shall he cast as hereinafter provided.
If the fee simple title to any Unit is owned of record by two or more persons or
entities (whether individually or in a fiduciary capacity), the votes with respect to any
such jointly owned Unit may be cast by any one of the joint Owners in person or by
proxy, except that the holder or holders of a life estate in a Unit shall have the sole
right to cast the votes allocated to the Unit.
2

In no event may the vote which may be cast with respect to any [_lnit be divided
among joint Owners of the Unit or cast in any manner other than as a whole, it being
the intention that there be no "splitting" of votes that may be cast by any Member or
Members.
ARTICLE VI
REGISTERED AGENT AND OFFICE
The principal office address and the address ofthe initial registered office in the
State of North Carolina is 6 Juniper Trail, Kitty Hawk, Dare County, North Caroline,
27949, and the name of the initial registered agent at such address is Daniel D. Khoury,
ARTICLE VII
EXECUTIVE BOARD OF DIRECTORS
The affairs of the corporation shall be managed by an Executive Board of no less
than three (3) members. The number of members of the Executive Board may lie
changed irorn time to time in accordance with the Bylaws of the corporation. The
number of persons constituting the initial Executive Board is three (3), and the naines
and addresses of the persons who are to act as initi,, l directors of the Fxecutive 13oard
until the first annual meeting of the Members or until their successors are elected and
qualified are.
Name Address
Patricia Irabrikant 5149 Tilden Street NW
Washington, DC 20016
Randy Saunders 337 Sea Oats Trail
Kitty Hawk, NC 27949
foseph C. Bracewell 4545 Klingle Street NW
Washington, DC 20016
The Members of the corporation shall elect members to serve on the Executive
Board at the annual meeting, such members of the Executive Board to serve for a term

or the terms as set forth in the Bylaws. Members of the Executive Board may succeed
theinselves in office.
ARTICLF Vill
AMENDMENTS
Amendments of these Articles of Incorporation shall require the consent of at
least three (3) Unit Owners.
ARTICLE IX
1NCORPOFZATOR
The name and address of the incorporator is: Daniel D. Khoury, Attorney at
Law, 6 Juniper Trail, Kitty Hawk, NC 27949.
ARTICLE X
TAX STATUS
The Corporation shall have all the powers granted non-profit corporations under
the laws of the State of North Carolina. Notwithst.-rndingany other provision of these
Articles, this Corporation hereby elects tax-exempt status under Section 528 of the
Internal Revenue Code of 1986. This Corporation shall not carry on any activities
prohibited by a Corporation electing tax-exempt status under Section 528, or any
corresponding sections or provisions of any future United States Internal Revenue law.
It is further provided that no distributions of income of the Corporation are to be made
to members, directors or officers of the corporation; provided, however, that members
of the Corporation may receive a rebate of any excess dues and assessments previously
paid.
ARTICLE X1
DISSOLUTION
In the event of dissolution of this corporation, all of its then assets shall be
distributed as follows:
The dissolution shall be conducted in compliance with North Carolina General
Statutes §55A-14=0I . et. seq., as then amended or supplemented and the assets of the
corporation shall be distributed to members of the corporation pro rata in accordance
with their respective interest in the common elements of the condominium property.

TN W iTNESS WHEREOF, ), the undersigned incorporator, have hereunto set
my hand and seal, this 12" day of April, 2005.
k (SEAL)
Daniel D. Incorporator

TheGu!
❑ Hand Delivered ® Over-Nite Mail ❑ Faxed ❑ Mailed ❑ Office Pick -Up
TO: Mr. Roger Thorpe
NCDENR-DWQ
943 Washington Square Mall
Washington, NC 27889
PROJECT: Hughes Retreat
Kill Devil Hills, Dare County, North Carolina
FOR YOUR:
❑
Review
❑
Review & Comments
❑
Use
❑
Other
®
Review and Approval
Sets Description
3 Revised Site Plans
Comments:
As requested.
Sincerely,
BISSELL PROFESSIONAL GROUP
Michael W. Robinson
DATE: April 30, 2004
PROJECT NO.: 3659
RECE ED
MAY-32004
DWQ WARO
4417 N. Croatan Hwy. ■ P.O. Box 1068 ■ Kitty Hawk, NC 27949
252-261-3266 ■ Pax: 252-261-1760 ■ E-mail: [e-mail]

TkeGcag
❑ Hand Delivered ❑ Over-Nite Mail ❑ Faxed ® Mailed ❑ Office Pick -Up
TO: Mr. William Moore
NCDENR - Stormwater Section
943 Washington Sq. Mall
Washington, NC 27889
PROJECT: Hughes Retreat
DATE: March 23, 2004
PROJECT NO.: 3659
RECE9YE
FOR YOUR: MAR 2 4 20011
❑ Review
❑ Review & Comments DWQ-WARD
❑ Use
❑ Other
® Review & Approval
Sets Description
l Stormwater Management Application
l Check for $420.00
2 Site Plans
Comments:
For your review and approval.
Sincerely,
BISSELL PROFESSIONAL GROUP
Michael W. Robinson
4417 N. Croatan Hwy. ■ P.O. Box 1068 ■ Kitty Hawk, NC 27949
252-261-3266 ■ Fax: [phone] ■ E-mail: [e-mail]

II. STORMWATER MANAGEMENT NARRATIVE:
The following developmental activities require a stormwater management permit under Rule .1003 of
the NCDENR Division of Water Quality Administrative Code for Stormwater Management, 15A
NCAC 21-1.1000. Developmental activities will result in the project being permitted pursuant with Rule
.1005 (2) (b), High Density Projects, with proposed built -upon area of 30% or greater, with best
management practices being employed via; vegetative buffers, grassed swales, and infiltration basins.
The intent of this application, to the maximum extent possible, is to employ best management practices
for all proposed developmental activities. The project will consist of the construction of utility, parking
and drainage infrastructure improvements to service the proposed Hughes Retreat Condominium
Development that is to be located 1/10'h of a mile north of the Kill Devil I-Iilis/Nags Head'rown line
on South Virginia Dare Trail, (N.C. 12), (36.00"N, 75.39"W), in the township of Kill Devil Hills, Dare
County, North Carolina. IURECEBV -D
The proposed developmental activities are as follows;
a) Construction of one (1) three-story residential condominium structure. MAR 2 4 2004
b) Construction of an outdoor swimming pool.
c) Construction of asphalt drives and parking. - DWQWARQ
d) Construction of drainage infrastructure improvements. VU VV
On -site visits were conducted by Scott Carpenter of S&ME during the month of July 11, 2003 to
investigate the existing groundwater profiles through investigation by on -site soil borings and
water surface elevation observations via existing groundwater monitoring wells. An additional
site visit was conducted on February 2004 by Mike Robinson of Bissell Professional Group to
confirm the data as previously observed. Approximately (2) borings were taken in the proposed
areas that had been designated as potential retention measures. The soil investigation provided
the useful information necessary in determining the size, type, and location of stormwater
drainage improvements for the associative developmental activities. The following is a summary
of the investigation performed;
Soil Boring B1
Soil Series: Newhan Complex
Apparent Water Table: 36"
Soil Wetness Condition: 36"
Slope. 0-2%
Depth Description
0"-6" grayish brown loamy sand
6"-28" brownish fine, single grain sand
28%48" light brownish fine, single grain sand
Comments: Single grained, very loose

Soil Boring B2
Soil Series: Newhan Complex
Apparent Water Table: 42"
Soil Wetness Condition: 42"
Slope: 0-2%
Depth Description
0"-61, grayish brown loamy sand
6"-28" brownish fine, single grain sand
28"-48" light brownish fine, single grain sand
Comments: Single grained, very loose
• See Appendix B for detailed location of above referenced soil borings BI-B2
SOIL DESCRIPTION
NhC: Newhan-Corolla Complex: This complex consists of gently sloping to sloping Newhan and
Corolla soils on low dunes in the Outer Banks. The permeability is very rapid with the seasonal
high water table 1.5 to 3 feet below the surface. Permeability is described as being greater than
20 in/hr.*
• Information referenced fi-ont United States Department of Agriculture, Soil Conservation
Service, Soil Survey of Dare County, North Carolina
The topography of the site is relatively flat with the higher portion of the property existing on the
eastern half of the tract gently sloping downwards towards the western half. An existing drainage ditch
network id located towards the center of the site running from north to south.
The eastern half of the site is currently being utilized for overflow parking from the adjoining motel
with the remaining portion being undeveloped. Presently, the majority of the site is covered with
mixed scrub and herbaceous, somewhat salt -tolerant plants that have adapted to the coastal
environment. The site mainly consists of well -drained soils formed from marine sediments.
All development activities are to be designed in conformity with the requirements for application and
issuance of permits for stormwater management systems in pursuant with rules .1003 and .1005 in
accordance with G.S. 143-215. l and 15A NCAC 2H .0200 as set forth. These requirements are
designed to control pollutants associated with stormwater runoff applicable to development of land for
residential, commercial, industrial, or institutional uses. The developmental activities as described
above have been designed in compliance with the requirements as set forth in stormwater management
within coastal counties Rule .1005, section 3, subparagraph B:
(i) Control systems must be infiltration systems, wet detention ponds, or alternative stormwater
management control systems designed in accordance with Rule .1008,
(ii) Control systems must be designed to control runoff from all surface generated by one inch of
rainfall.
Design of the active stormwater management measures are based on the design criteria indicated in
1008(d) Infltration System Requirements, under the NCDLNR Division of Water Quality
Administrative Code for Stormwater Management, I5A NCAC 21-I.1000.
2

The proposed Hughes Retreat Condominium Development that is located I/10Ih of mile north of the
Kill Devil Hills/Nags Head Town line on South Virginia Dare Trail, (N.C. 12), (3G.00°N, 75.39°W), in
the township of Kill Devil Hills, Dare County, North Carolina. The proposed developmental activities
will consist of the previously itemized activities as outlined in the Proposed Development Activities
Section. Rainfall runoff from the proposed impervious surfaces will primarily sheet flow overland into
the concrete flumes, via a concrete curb & gutter system that will convey runoff into the stormwater
infiltration basins located on the south perimeter of the tract. Rip -Rap inlet measures will be placed at
the basin inlets for velocity dissipation an to aid in infiltration. The site has been divided into (2)
drainage basins in order to accommodate the rainfall runoff from the developmental activities as
described above.
The intent of the design is to provide adequate pollutant filtration measures from stormwater runoff
resulting from the corresponding high -density pockets created by the associative developmental
activities. To achieve this, in this particular application, it was necessary to calculate the proposed
impervious surface coverage area as indicated within it corresponding drainage basin. Measures were
designed, to the maximum extent possible, to treat runoff from the impervious surfaces in accordance
with best management practices. The tabulated impervious surface areas were utilized to compute the
required storage volume from the required 1.0 in. rainfall storm event, (reference the stormwater
calculations attached herein),
BASIN # 1
The 0.38 acre area delineated as Drainage Area # l of the Hughes Retreat Development will
consist of the construction of an asphalt roadway & parking to the midpoint of the western
project boundary line. The proposed roadway will be graded from the outward to the concrete
curb and gutter section on the outer edge of the roadway. Stormwater runoff will be conveyed
to a concrete flume, which will discharge into a shallow infiltration swale located on the south
side of the roadway. It is anticipated that the accumulated runoff will infiltrate into the
surrounding sandy soils over a period of 1.0 hours. The basin has been designed with an
ultimate open storage capacity of 3.5 inches, without accounting for any infiltration or
interstitial storage. A storm event in excess of 3.5 inches will overflow into an existing
drainage ditch located on the north side of the tract.
(Reference the attached Drainage Basin Layout in Appen&r B for delineation of tire drainage area houndaries)
BASIN #2
The 1.15-acre area delineated as Drainage Area #2 of the Hughes Retreat Development will
consist of the construction of (1) residential condominium structure in association with
roadway, utility and drainage improvements. The condominium structure will be fitted with a
perimeter roof gutter system that will capture stormwater runoff through the pipe conveyance
network and discharge onto the asphalt roadway to the front of the structure. The proposed
asphalt drives & parking areas will be graded away from the strictures outward to the
concrete curb and gutter section on the outer edge of the parking spaces. Stormwater runoff
will be conveyed to a concrete flume, and discharge into a shallow infiltration swale located
on the south side of the drainage area. It is anticipated that the accumulated runoff will
infiltrate into the surrounding sandy soils over a period of 1.0 hour. The basin has been
designed with an ultimate open storage capacity of 3.5 inches, without accounting for any
infiltration or interstitial storage. A storm event in excess of 3.5 inches will overflow into an
existing drainage ditch located on the north side of the tract.
(Reference the attached Drainage Basin Layout in ApperrAr B fior delineation of the drainage area boundaries)

Stormwater runoff from all impervious surfaces will receive a form of pollutant and sediment removal
as described in best management practices. The following information is in conformance with the
regulations as specified for high -density development:
1) Proposed impervious coverage of'38.55% over the total development area
2) Provision of infiltration basins along all proposed developmental activities to
collect stormwater runoff from all impervious surfaces.
3) Provision of a 50-foot wide buffer from all adjoining surface waters.
The following measures will be provided to control the conveyance of stormwater from the proposed
high -density development:
1) Proposed impervious coverage of 3$.55% over the total development area
2) Provision of infiltration stormwater basins for enhanced pollutant removal
efficiency and sediment removal in association with temporary stormwater
storage.
3) Provision of approximately 3-1/2 times the storage volume required for the
infiltration basin to provide enhanced pollutant removal efficiency and sediment
removal prior to transitioning into the adjacent ground surface waters.
4

Drainage Basin #1
3/22/2004
Stormwater Management Calculations
Design Storm Event 1.0 in. rainfall event
Storm water Management 15A NCAC 2H,1005 3(b)
Total Drainage Area
On -site Drainage Area 16,491 s.f. or 0.38 ac.
Off -Site Drainage Area 0 s.f. or 0 ac.
Total Drainage Area 16,491 s.f. or 0.38 ac.
Soils Report Data
Soil Type* Ncwhan Tine Sands
Infiltration Rate* (IR) 20 in/hr.
Seasonal High Water Table Elev. ** 3 ft.below ex. ground surface
*'Taken from the Soil Survey Manual, U.S. Dept. of'Agricultitre
**Data taken from On -Site Field Investigation
Drainage Basin Area #1
Drainage Basin #1
16,491 s.f. or
0.38 ac.
Description
Area
Factor
Adj. Impervious
(FT z )
c0
Area (FT 1)
Proposed Asphalt Drives & Parking
7,265
1.0
1 7,265
Adjuster! Impervious Coverage 'Total
Total Basin Area (ft 1)
Calculated Impervious Coverage
Percent Impervious(l)
Rv = .05+ .009(l)
Required Pond Volume (ft3) = (1"112")xR,,xDA 1x43,560
Proposed Basin Storage Depth
Top area of proposed basin
Bottom Area of proposed basin
Total Storage Volume Provided (SV)
Existing Ground Elevation
Proposed Basin Bolcom Elevation (TPekv)
Proposed.Storage Elevation {Sete)
Storage Volume Provided>Storage Volume Req'd
Ratio of storage volume provided to storage volume required
Drawdown Calculations
Qdrawdown = (SV/SApouom)/1R
Total Storage Volume Provided
Proposed Basin Bottom Surface Area (SA h,,,r�,,, )
Soil Infiltration Rate 20.00 in/hr
Drawdown Period
Drawdown Period
Drawdown Period is < 5 days
O.K.
7,265
16,491
7,265
44
0.45
614
1.5
1,812
1,045
2,143
8.00
6.50
6.93
O.K.
3.49
0.17
0.17
0.38
0.17
0
ft.
s.f.
S.f.
0
ft. msl
ft. msl
ft. msl
2,143 ft'
1,812 ft2
1.66 ft3/hr/ft2
0.71 hrs
0.03 days
LCE0VE:[Q
MAR 2 4 224
DWQ-VURRQ
ac.
ac.
ac.
ac.

Drainage Basin #2
3/22/2004
Stormwater Management Calculations
Design Storm Event 1.0 in. rainfall event
Stormwater Management 15A NCAC 21-1.1005 3(b)
Total Drainage Area
On -site Drainage Area 50,300 s.f. or 1.15 ac.
Off -Site Drainage Area 0 s.f. or 0 ac.
Total Drainage Area 50,300 s.f, or 1.15 ac.
Soils Report Data
Soil Type* Corolla/ Newhan Complex Fine Sands
Infiltration Rate* (IR) 20 in/hr.
Seasonal High Water Table Elev. ** 1.5 ft. msl
*Taken from the ,Soil Survey Mantral, U.S. Dept. of Agriculture
**Data taken from On -Site Field Investigation
Drainage Basin Area #2 50,300 s.f. or 1.15 ac.
Drainage Basin #2
Description
Area
(FT')
Factor
©
Adj. Impervious
Area (FT 2
Pro osed Buildings
5,007
1.0
5,007
Proposed Concrete Sidewalks/Decks
1,136
1.0
1,136
Proposed Asphalt Drives & Parking
1 12,343
1 1.0
1 12,343
Adjusted Impervious Coverage 'Total
Total Basin Area (ft 2)
Calculated Impervious Coverage
Percent Impervious(1)
Rv = .05 + . 009(I)
Required Pond Volume (ft3) = (1'112")xR,,xDA 1x43,560
Proposed Basin Storage Depth
Top area of proposed basin
Bottom Area of proposed basin
Total Storage Volume Provided (SV)
Proposed Ground Elevation
Proposed Basin Bottom Elevation (TPete,)
Proposed Storage Elevation (S ere,, )
Storage Volume Provided > Storage Volume Req'd
Ratio of storage volume provided to storage volione required
Drawdown Calculations
Qdrawdown = (SV/SAb,,,.,,,)/Ili
Total Storage Volume Provided
Proposed Basin Bottom Surface Area (SA bo«"„. )
Soil Infiltration Rate 20.00 in/hr
Drawdown Period
Drawdown Period
Drawdown Period is < 5 clays
O.K.
t 8,42S6
50,300
18,486
37
0.38
1,596
1.5
4,481
2,911
5,544
8.00
6.50
6.93
O.K.
3.47
MAR 2 4 20104
D Q-WARO
0.11 ac.
0.03 ac.
0.28 ac.
0.42 ac.
1.15 ac.
0.42 ac.
0
ft.
I.f.
s.f.
0
ft. msl
ft. msl
ft. msi
5,544 ft'
4,481 ft2
1.66 ft'/hr/ft2
0.75 hrs
0.03 days

Appendix B RECEWED
MAR 2 4 2 0 ,34
Drainage Basin Delineation Map DWQ-WARD

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REVISIONS
HUGHES HATREAT, L.LC.
KILL DEVIL HILLS DARE COUNTY NO
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