SW7070606_HISTORICAL FILE_20190828

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEG'/�
YYYYM M D D

ASK -1-,> r%te1. CvmN . /✓SI R>!/� T12.e /ss /�/23/oy
•
Central Files: APS
_ SWP _
s it
8/28/2019
Permit Number
SW7070606 Ex42
Permit Tracking Slip
Program Category
e�
"'� Co Mn s//i
Status Project Type
Minor
State SW
J
Active modification
oYl
Permit Classification
Permit Type
Versi n
State Stormwater
2 Dy/�Q F.%P¢ 2/,et Fir
1.10 Individual
;Z(¢- 32-ZZ-
; H1�P
so �/ •'LrS
Primary Reviewer
vq"r-/
Permit Contact Affiliation
samir.dumpor
4 -:P,
f -W fo rAk,. ;I -
{j /
Coastal SWRulo // 13
Coastal Stormwater- 1995
G Io/ lane D!!
/+cri.ur G�iair�.4✓ E C
Permitted Flow `t
�[�j r f
�O/ W S �`"�i¢ 107'�- Ti'Dad Lr c%G¢eQ
Facility ►Qo ✓ g, O u+x.< G r�j2i /2 1, 4- �0
Facility Name 1 MajorlMinor Region
Commercial Boulevard Subdivision /�Q 0 (� Minor Washington
Location Address v County
Pasquotank
Off Tanglewood Pk 47 ✓vl rYyn{e r D IVA .
Elizabeth City NC 27909
Owner
/d P o w n�.c Chi
Facility Contact Affiliation
,?OU�SZi S F
Owner Name Q-Ir- i�
Owner Type
�fr!�
Individual
Robert G Gurnee^'
Owner Affiliation ?
eO.rcr.. D�"•
6 9 938
Ss9
Robert G. Gurnee ern QC
o 87 C "
r1t�Y/-uMeWber manager
S� B6.7 ._
U WP 9g Waterside Dr Ste 1400
Dates/Events S
9/.498
a
<:4 04-7
Norfolk VA 23510
Scheduled
Orig Issue App Received Draft Initiated Issuance
6122/2 11 /23/2009
Regulated Activities
State Stormwater - HD - Detention Pond
Outfall Waterbody Name KwD � 6 i 0--4L-
52molt
V&t I.- ii+PWP r'ss
.Jon Crouse 335- ¢887
%Gfn�2luAocQ G2v� GGef
Public Notice
5;)
Effective Expiration
(:
12/14/2009 6/22/2021
Requested /Received Events
Deed restriction requested
Deed restriction received
11/1/10
1/123ld%
Streamindex Number Current Class Subbasin
/,tsP. 3/5'/io 4rhy
/✓/C- - Ar0 —4"JS Wes{.
olesro,L /3 Le.4 70

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Moore, Bill
From: Cheryl Eggar <[e-mail]>
Sent: Thursday, August 29, 2019 9:47 AM
To: Moore, Bill
Subject: [External] RE: Stormwater Questions from Cheryl Eggar
Attachments: WR Modified Stmwtr Permit 2009.pdf; MB 47 Pg 46 Final Plat Sh 2.pdf; Stormwater
Permit Shoppes at Tanglewood and WalMart 2005.pdf
1-.' i : -1,i: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
reoort.soamOnc.aov
Good morning Bill,
Sorry l missed your call yesterday- l am seeking a full copy of the updated SW705Og75
permit- Back in 2009 the permit was revised to depict the additional lots that were
included in the original 2005 permit- All / received back in 2009 was the cover letter, not
the full permit- We need to determine the maximum allowable lot coverage for Lots 7 & 2
at the south end of Commercial Blvd- These lots were created with the Commercial Blvd-
subdivision- Httached you will fend a copy of the final plat- The final plat notates a
maximum lot coverage of 70% where as the stormwater permit SW7050475 reflects
90%- Al Nodge signed off on the original permit and Scott Vinson on the 2009 permit -
Would you please send me a link so that l can get copies of existing permits -
Your assistance will be greatly appreciated -
Cheryl Eggar
planner II I city of eIizabet h city I p252.337.6672 x2541 f252.331.1291
From: Moore, Bill [mailto:[e-mail]
Sent: Wednesday, August 28, 2019 11:17 AM
To: Simmons, Christy <[e-mail]>
1

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Adams, Amy
From:
Embree, H. David [[e-mail]]
Sent:
Wednesday, March 24, 2010 11:40 AM
To:
Adams, Amy
Subject:
Tangle Wheel, permit #SW7070606
Attachments:
0162_001. pdf
Follow Up Flag:
Follow up
Flag Status:
Completed
<<0162_001. pdf»
Amy, here are the final plat designations for the lots subject to the captioned permit, and the letter you recently sent the
current permit holder. Lot 4 on the final plat appears to correspond to Lot 3-WQP on your letter. Please confirm the
proper lot designations, and send a sample Declaration of Restrictions as we discussed. Thanks for your help. David
H. David Embree, Esquire
Williams Mullen
A Professional Corporation
1700 Dominion Tower
P.O. Box 3460
Norfolk, VA 23514
[phone] Facsimile [phone]
dembree &williamsmullen.com
www.williamsmullen.com
NOTICE: Information contained in this transmission to the named addressee is proprietary information and is subject to
attorney -client privilege and work product confidentiality. If the recipient of this transmission is not the named addressee,
the recipient should immediately notify the sender and destroy the information transmitted without making any copy or
distribution thereof.

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FINAL PLA'C �
ti$ g°P � `� ��;�4 COMMERCIAL BLVD AT TANGLEWOOD
.el� ed' pig :p q3 CITY OF ELIZABE'I'H CITY
a �� ��+ PAtiQUOTANK COUNTY +

HCDENR
North Carolina Department of Environment and
Division of Wafer Quality
Beverly Eaves Perdue iColeen H. Sullins
Tangle Wheel LLC
Robert Gurnee
009 Waterside Dr.. Suite 1825
Norfolk, VA,2351 0
Dear koberVGurriee:
Natural Resources
Re: Failure to Provide Deed Restrictions.
Stbrunwater.Maintag6mOntPermit SW7070 . 606
commercial Boulevard Subdivision
,High Density
Pasquotank-c6unty
Dee Freeman
ThisIefter is to•inf6rm you of certain conditions of your stormwater,permit that have not been met. In accordance with
Title 154,-.NbkG 2, 1.100,,the StormWat6r,Moinageffient.Regu latibris, deed restrictions s . ;a I M protecti . ve covenants are
required. where: lots will be subdivided and sold. 'Deed Restrictions and protective covenants are necessary to ensure that
the devef6pritept- maintains a "built=upon".area consistent with the applicibi,e.'regulafions, governing the density. level.
A DWQ file,review. confirms that copies ofthe recorded deed restrictions have not been provided to this Office; Failure to
requij*ddeed restrictions
record the . constitutes a i' ..i . t ;. uimbe�. M70-70606 which states "Deed restrictions
, . . s. c ,onsti- .. I -yol.ation of P rim N.
are incorporat6dinfo this permit by referekezand 6LW be recorded with the� Office of Register of Deeds prior to the sale.of any lot. 'I I n addition, a copy of the recorded restrictions must be received by this Office within 30 days of the daie.of
recording. ,Recorded'deed restrictions must include , as . a Mi I m . mum certain statements Matcd ' tft o Aow6ter marizigerrierit,
as outlided in b6th>the permit.and the notarized.staternent signed by the.applicant-.at the time of permit request.sxtlimiftal.
PI . case pfQvi . do proof of . these requiredAedd. Office at the address list6d,6h the letterhead Withitf 30ddys
of receipt of this letter. Ifryou have any questions regarding this matter, please.comad Amy Adams at.'(M)446=6481.
Enclosurn..'Nolt'arized DeedStatement
Cc.- rJohn Hen
.Central Files
WaR.0 Files
943 Wa'shjb&n'Squait M all
Washihit(oh, kc?2.1711149'
Phone;
PAX,
S,mWely,
Amy Ada,
:St&inwM&r-C6mpliance Coordinator
Washington Regional Office
AnEqual opporWAIVIAManaLlve ktlon,Employef -60%, RecyclodVOR/6 Post Consumer Paper
Nor
NorthCarolina
AaAmally

In accordance with Title 15 NCAC 2H1000, the Coastal Stormwater Management Regulations deed
restrictions and protective covenants are required for High Density Commercial Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility
Deed restrictions and protective covenants are necessary to ensure that the development maintains'a
built -upon area consistent with the design criteria used to size the stormwater control facility
below. that I will cause inefoIlowln
any lot within the project known as
7
0
acknowledge- affirm and agree by my signature
and covenants to be recorded prior to the sale of
The following revenants.are intended to eiisiire {7nyortTg cornpiian<se with State Slnnnwalr-r
Management Permit: Numberas issued by the Dh' sion.of Water (Valli
under tdCAC 2H 1000
The Slate of North Carolina is made abeJieficiary of these covenants to the extent necessan" th
maintain compliance with the stormwoter manigernent hermit
These covenants are torun with the land and be butc9n.0 nn all persohs and parties Clarmirib
;urider theist
The cotenants. peilaining to stormwater niav not he,altered'or resciuiied. without the e:4riress
written consent of the Sate of NOtjhy.Carollira. Division of Water Citai t¢
Altoiation of the drainage as shown oo the: approve¢ olal, niaY not take place.wdhout file
concurrence of tie Onrrsion of Water Quality
The maxunurn allowable huilkwon area per lot is_ squire feet (OR, ifthe
proposed.built-upon area per lot will vary,. please use the following format & language tin bold).
The maximum bullhupon area per:lo.t, in square feet, is ,as listed betowi
Lot:#: BUA Lot:# BUA Lot#._ BUA
4 64105 5 70.T46` 3-WOP 0
1 rn lode: an! f!lilt upnn arei3 c gnstrudff:4y withth flit Irit pit ppity hnunfhiues.
ue rphr-p(ti q' het}trFer, the front till iine.and fhe ridge of the 111vcrnPlit' iiuiit
Lid rs not hinittirttn, sfrurlifires asgliair:.conbrete. fll"wel. tinctc.stone: slate
areas, but Clans hot inr;tude raraet: r>Tien-tvcsnd iJeskrrty„ ttr tt)e waftif
-t ipon-at'eas on
a vev'iety:ri(me
toi,vard the sl(I
them
into the system are
owner ofleach:lot. -w)
roof
nnl retained byfheJ
life DiArIFl01 ,i/:4"✓atE?r
tie
hill nwiiratly
i\t�i-vQ
•C.l� t�j'rtS
7 count of avtli%vS
State of / i tfr r 2iG r n-.yam- Y
do hereby certify that 1"��11 s f f"Iii N
before me this the f `'! oat.;of and acknowledge
the due execution of the foregoind instrument Witness my hand'and �{h11g4�NpH�t�t;,r
ZF
Sionature rj
fJl ...Commission ex plies �,.}�: h`a'C 2_y_ S1[.%/.. ;`. ": N'!:_1r
C

M
NCDENR
North Carolina Department of Environment and
Beverly Eaves Perdue
Governor
Tangle Wheel LLC
Robert Gurnee
999 Waterside Dr. Suite 1825
Norfolk, VA 23510
Dear Robert Gurnee:
Division of Water Quality
Coleen H. Sullins
Director
March 8, 2010
Natural Resources
Re: Failure to Provide Deed Restrictions
Stonnwater Management Permit SW7070606
Commercial Boulevard Subdivision
High Density
Pasquotank County
Dee Freeman
Secretary
This letter is to inform you of certain conditions of your stormwater permit that have not been met. In accordance with
Title 15A NCAC 21-1.100, the Stonnwater Management Regulations, deed restrictions and protective covenants are
required where lots will be subdivided and sold. Deed Restrictions and protective covenants are necessary to ensure that
the development maintains a "built -upon' area consistent with the applicable regulations governing the density level.
A DWQ file review confirms that copies of the recorded deed restrictions have not been provided to this Office. Failure to.
record the required deed restrictions constitutes a violation of Permit Number SW7070606 which states "Deed restrictions
are incorporated into this permit by reference and must be recorded with the Office of Register of Deeds prior to the sale
of any lot. In addition, a copy of the recorded restrictions must be received by this Office within 30 days of the date of
recording. Recorded deed restrictions must include as a minimum certain statements related to stormwater management
as outlined in both the permit and the notarized statement signed by the applicant at the time of permit request submittal.
Please provide proof of these required deed restrictions to this Office at the address listed on the letterhead within 30 days
of receipt of this letter. If you have any questions regarding this matter, please contact Amy Adams at [phone].
Sincerely,
Amy Adara
Stormwater Compliance Coordinator
Washington Regional Office
Enclosures: Notarized Deed Statement
Cc: John Hennessy, NPS-ACOU
Central Files
WaRO Files ✓
North Carolina Division of Water Quality Intemet: e_wvv ncor_lergwility ,,g
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 17AX 252-946-9215 North
Carolina
Equal OpportunitylAffirmative Action Employer— 50% Recycled110% Post Consumer Paper ` , of th Carol lna
Naturally

'r. PREs'rON LLOYD, JR.
Lima Dial: 757.629.0689
p Iloyd@wi II is num ul le n. coral
North Carolina Department
And Natural Resource
WILLIAMS MULLEN
October 28, 2010
Carolina
943 Washington . are MalI
Washington orth Carolina 27889
Attn: . Samir Dumpor
RE: Declaration of Restrictive Covenants/Tangle Wheel, L.L.C.
Ladies and Gentlemen:
NOV 12010
I enclose the captioned instrument which has been recorded in the land records of
Pasquotank County, which we provided pursuant to your review in accordance with the
Stormwater Permit NSW7070606. If you have any questions, please do not hesitate to contact
me.
TPLjr/bw
/ Enc.
✓ Cc: Ms. Amy Adams
Environmental Senior Specialist
NC Division of Water Quality
Surface Water Protection
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
M
Very truly yours,
I — U
T. Preston Lloyd Jr.
ration
NOR'i'H CAROLINA • VIRGINIA • WASHINGTON, U.C. • LONDON
Dominion "Power, Suite 1700 999 Waterside Drive P.O. Box 3460 Norfolk, VA 23514-3460 Tel: [phone] Pax: 757.629.0660
w«,v.williamsmullcn.ann
n9v>eIDOC

BOOK
10I'iVIPIIWI�IhI�A.
NOV 12010
This document presented and filed:
09/07/2010 09: 57:29 AM
�-BanE_
JOYCE W. PRITCHARD. Pasauotank County NC
PREPARED BY AND REP 1RN TO:
Williams Mullen (HDE)
999 Waterside Drive, Suite 1700
Norfolk, Virginia 23210
DECLARATION OF RESTRICTIVE COVENANTS
THIS DECLARATION OF RESTRICTIVE COVENANTS ("Declaration") is made this
24th day of August, 2010, by TANGLE WHEEL, L.L.C., a Virginia limited liability company
("Declarant').
RECITALS
A. Declarant is the owner of Lots 3, 4 and 5, as shown on that certain plat entitled
"Final Plat for Commercial Boulevard at Tanglewood, City of Elizabeth City, Pasquotank
County, North Carolina," dated March 10, 2008, as revised March 13, 2008, and recorded in the
Office of the Register of Deeds, Pasquotank County, at Map Book 47, Pages 45-46 (the
"Property';
B. Declarant desires to conform the Property to the Stormwater Regulations set forth
in Title 15A NCAC 2H.1000 concerning allowable "built -upon" arca.of lots to be subdivided
and sold; and
C. Declarant intends to convey the Property subject to the restrictive and protective
covenants hereinafter enumerated. Such covenants are deemed to make the lots comprising the
Property more desirable and to be for the benefit of all those persons who acquire title to any one
or more of said lots. The restrictive covenants, conditions and easements herein set out shall
inure to the benefit of each person, firm or corporation which may acquire title to any or all of
said lots. Declarant further intends that such covenants shall be binding upon each person, firm
or corporation to whom or to which Declarant hereafter may convey any of said lots by deed,
mortgage, deed of trust, or other instrument.
NOW TI-IEREFORE, Declarant hereby declares and restricts the Property as follows:
1. Stormwater Management. No portion of any lot, inclusive of that portion of the
right-of-way between the front line and the edge of the pavement, shall be covered by
7w "l zoos

impervious structures including asphalt, gravel, concrete, brick, stone, slate, but not including
wood decking or the water surface of swimming pools, except as set forth in the attached Exhibit
A, which is incorporated herein by reference. Further, filling in or piping of any vegetative
conveyance (ditches, swales, etc.) associated with the development for a driveway crossing, is
strictly prohibited.
2. Stormwater Deed Restrictions. The following covenants are intended to ensure
ongoing compliance with State Stormwater Permit Number SW7070606 (the "Permit"), as
issued by the Division of Water Quality NCAC 2H.1000:
a. The maximum built -upon area per each lot is as set forth on the attached
Exhibit A. This allotted amount includes any built -upon area constructed within the lot property
boundaries and that portion of the right-of-way between the front lot line and the edge of the
pavement. Built -upon area includes, but is not limited to, structures, asphalt, concrete, gravel,
brick, stone, slate and coquina but does not include raised, open wood decking or the water
surface of swimming pools.
b. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations.
C. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the street, grading the lot to
drain toward the street, or grading perimeter swales and directing them into the pond or street.
Lots that will naturally drain into the system are not required to provide these measures.
d. Built -upon area in excess of the permitted amount will require a permit
modification.
e. The owner of each lot within the subdivision, whose ownership is not
retained by the permittee, must submit a separate Offsite Stormwater Management Permit
application package to the Division of Water Quality and receive a permit prior to any
construction on the lot.
3. Miscellaneous.
a. The State of North Carolina is made a beneficiary of the foregoing
declarations and covenants to the extent necessary to maintain compliance with the Permit.
b. This Declaration shall run with the land and be binding on all persons and
parties claiming under them.
C. The provisions of this Declaration may not be altered, amended or
rescinded without the express written consent of the State of North Carolina, Division of Water
Quality.

d. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the State of North Carolina, Division of Water Quality.
e. This Declaration shall be governed by and construed in accordance with
the laws of the State of North Carolina.
IN WITNESS WHEREOF, this Declaration has been executed on the date first written
above.
DECLARANT
COMMONWEALTH OF VIRGINIA
CITY OF NORFOLK, to wit:
TANGLE WHEEL, L.L.C.,
a Virginia limited liability company
By. _ SEAL)
Name:
Its: Manager
I certify that the following person personally appeared before me this day,
acknowledging to me that he signed the foregoing document: 1 6 - Lw n � Manager
of Tangle Wheel, L.L.C., a Virginia limited liability company, on its behalf.
Date: F - ? 4 - �;)010
�ERRI A. Y PUBLIC
ON
NOTARY PUBLIC
REGISTRATION# 214485
COMMONWEALTH OF VIRGINIA
MYCOMMISSIONEXPIRES
AUGUST 31, 2012
r A-A� U41 h� 61—
Notary Public - Terri A. Thompson
My Commission Expires:
Registration Number:144 u.S

EXHIBIT A
TO DECLARATION OF RESTRICTIVE COVENANTS
Maximum Allowable Lot Built -Upon Areas ("BUA")
Commercial Boulevard at Tanglewood
Lot Number Area (square feet) Allowable BUA per Lot (square feet)
3 115,536 80,875
4 50,863 0
5 91,496 64,047
7w Wl anoc 4

pF.F^aMy'.r
- LIMITED LIABILITY COMPANY
ANNUAL REPORT
1-606-8741021
NAME OF LIMITED LIABILITY COMPANY: Tangle 1 wel, LLC
SF..CRE'FARY OF STATE L.L.C. ID NUMBI"sR: 1026753
NATURE OF 13USINFSS:
REGISTERED AGENT: Dorton, David R.
REGISTERED OFFICE MAILING ADDRESS: 3200 BeechleafCt., Suite 500
Raleigh, NC 27604
STATE OF INCORPORATION: NC
REGISTERED OFFICE STREET ADDRESS: 3200 BeechleafCt., .Suite 500
Raleigh, NC 27604 Wake County
SIGNATURE OFTHE NEW REGIS'1'ERFD AGENT:
PRINCIPAL OFFICE TELEPHONE NUMBER:
PRINCIPAL OFFICE MAR_ING ADDRESS:
PRINCIPAL OF'FICF STREETADDRESS:
MANAGERS/MEMBERS/ORGANIZERS
SIGNATURE CONST'ITVfES CONSENT TO TBE APPOINTMENT
999 Waterside Drive, Suite 1700
Norfolk, V,4 23510
999 Waterside Drive, Suite 1700
Norfolk, I7A 23510
Name:
Name:
Name:
Title:
Title:
Title:
Address:
Address:
Address:
City:
City:
City:
State: Zip:
State: Zip:
State: Zip:
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
FORM MUSTBE SIGNED BY A MANAGERAIEMBER
DATE
"I'YPE OR PRINT NAME "TYPE OR PRINT" ITLE
ANNUAL- REPORT PEE: $200 MAIL, TO: Secretary of State • Corporations Division • Past Office Box 29525 • Raleigh, NC 27626-0525

�OF W ATF9Q Division
Michael F. Easley, Governor
�O G William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
cl)
i
p H. Sullins, Director
Division of Water Quality
June 22, 2007
Tanglewood Development, LLC rv�fL�1l p C�A^/G 130
Attn.: Jon S. Crouse
1268 US 17 South IZ--
Elizabeth City, NC 27909
Subject: Permit No: SW7070606
Stormwater Area D, including Commercial Drive and
Dollar Tree Stores
High Density Stormwater Project
—6r %'em County
('�5�uvizw K
Dear Mr. Crouse:
The Washington Regional Office received a completed Stormwater Application for the subject project on
June 8, 2007. 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. SW7070606
dated June 22, 2007 to Tanglewood Development, LLC for a wet detention pond to serve the Stormwater Area D,
including Commercial Drive and Dollar Tree Stores development located at the intersection of US Hwy 17 and
Halstead Boulevard in Elizabeth City, NC.
This permit shall be effective from the date of issuance until June 22, 2017 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. The issuance of this permit does not resolve any
previous violations of the stormwater rules for construction without a permit
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, 6714 Mail Service Center, Raleigh, NC 2769M714. Unless such
demands are made this permit shall be final and binding. ,
If you have any questions, or need additional information concerning this matter, please contact Samir
Dumpor or me at [phone],
I cer ly
�LL I —
"AI Note, egiona Supervisor
Surface Water Protection Section
Washington Regional Office
AH/sd: J:\WPDATA\WQS\ State SW-SD\Permits — Wet Pond
cc: Bob Farris, PE, CE Solutions, PLLC
P?squotank County Building Inspections Department
OVashington Regional Office
Central Files
North Carolina Division of Water Quality Internet: One
943 Washington Square Mall Phone [phone] NOrthCarOhfta
Washington, NC 27889 Fax [phone] %1�gfl�Nif//'/
An Equal Opportunity/Affmiative Action Employer— 50%Recyded/10% Post Consumer Paper f/ �6wK{{L•`�/

State Stormwater Management Systems
Permit No. SW7070606
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
Tanglewood Development, LLC
Stormwater Area D. including Commercial Drive and Dollar Tree Stores
FOR THE
construction, operation and maintenance of stormwater management systems in compliance with the provisions of
15A NCAC 2H.1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management
plans and specifications and other supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit for a wet detention pond to serve the Stormwater Area D, including
Commercial Drive and Dollar Tree Stores development located at the intersection of US Hwy 17 and Halstead
Boulevard in Elizabeth City, NC.
This permit shall be effective from the date of issuance until June 22, 2017 and shall be subject to the following
specified conditions and limitations:
DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the application
and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on pages
3 and 4 of this permit, the Project Data Sheet.
3. A maximum of 211,482 sf (See Attachment "A") of built upon area is allowed on this 7.11 acre site.
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 approved plans.
5. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of
the permit.
6. Plan.revisions for the lots 1, 2, 4 and portion of lot 5, shall be submitted to the Division and approved prior to
the construction of those impervious areas.

DIVISION OF WATER QUALITY
WET POND - PROJECT DATA
Project Name:
Stormwater Area D, including Commercial Drive and Dollar Tree Stores
Permit Number:
SW7070606
Location:
Pasquotank County
Applicant:
Tanglewood Development, LLC
Mailing Address:
1268 US 17 South
Elizabeth City, NC 27909
Application Date:
06/08/2007
Receiving Stream:
Knobbs Creek
Classification of Water Body:
C; SW
Total Site Area:
7.11 ac
Drainage area:
7.11 ac
Total Impervious allowed on site:
223,118 sf
Wet Pond Depth:
7.0 ft
Required Storage Volume:
18,033 cf
Provided Storage Volume:
36,403 cf
Required Surface Area:
9,289 sf
Provided Surface Area:
10,403 sf
Controlling Orifice:
2" @ el. 9.0 ft

No homeowner/lot owner/developer shall be allowed to fill in, alter, or pipe any vegetative practices (such as
swales) shown on the approved plans as part of the stormwater management system without submitting a
revision to the permit and receiving approval from the Division.
8. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size
b. Project name change
C. Transfer of ownership
d. Redesign or addition to the approved amount of built -upon area
e. Further subdivision of the project area.
In addition, the Director may determine that other revisions to the project should require a modification to the
permit.
9. 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.
It. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for construction and maintenance of the stormwater
management system.
a. The stormwater management system shall be constructed in its entirety, vegetated and operational
for its intended use prior to the construction of any built -upon surfaces except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
2. The facilities must be properly maintained and operated at all times. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled intervals.
3. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency including, but not limited to:
a. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved plans and specifications
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel of
DWQ. The records will indicate the date, activity, name of person performing the work and what actions were
taken.
5. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of
this permit. the approved plans and specifications, and other supporting data.
6. Upon completion of construction and prior to operation of this permitted facility, a certification must be
received from an appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other supporting
documentation. Mail the Certification to the Washington Regional Office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Water Quality.

A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of
five years from the date of the completion of construction.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is
a name change of the Permittee, a formal permit request must be submitted to the Division of Water Quality
accompanied by an application fee, documentation from the parties involved, and other supporting materials
as may be appropriate. The approval of this request will be considered on its merits and may or may not be
approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute 143-
215.6(a) to 143-215.6(c).
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such as
the construction of additional or replacement stormwater management systems.
5. The permit may be modified, revoked and reissued or terminated for cause. The fling of a request for a
permit modification, revocation and reissuance or termination does not stay any permit condition.
6. The Permittee, at least six (6) months prior to the expiration of this permit, shall submit in writing a request for
an extension along with appropriate application fee.
Permit issued this the twenty-second day of June, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
t
-for Coleen_H._Sullins,-Director_._
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7070606

Tanglewood Development, LLC — Stormwater Area D, including Commercial Drive and Dollar Tree Stores
Stormwater Permit No. SW7070606
Designer's Certification
I,
as a duly
Registered Professional Engineer in the State of North Carolina, having been authorized to observe
(periodically/weekly/full time)
the construction of the 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.
Signature
Registration Number
Date
Certification Requirements:
2.
3.
4.
5.
6.
_ _7.
8.
9.
10.
11.
12.
13.
_14.
The drainage area to the system contains approximately the permitted acreage.
The drainage area to the system contains no more than the permitted amount of built -upon area.
All the built -upon area associated with the project is graded such that the runoff drains to the
system.
All roof drains are located such that the runoff is directed into the system.
The outlet/bypass structure elevations are per the approved plan.
The outlet structure is located per the approved plans.
Trash rack is. provided on the outlet/bypass structure. -
All slopes are grassed with permanent vegetation.
Vegetated slopes are no steeper than 3:1.
The inlets are located per the approved plans and do not cause short-circuiting of the system.
The permitted amounts of surface area and/or volume have been provided.
Required drawdown devices are correctly sized per the approved plans.
All required design depths are provided.
All required parts of the system are provided, such as a vegetated shelf, and a forebay.
15. The required system dimensions are provided per the approved plans.

Lot #
4
ATTACHMENT "A" OF SW7070606
Area of lot
Allowable Built -Upon Area Per Lot
In square feet
in square feet
69,938
55,699
(Commercial Dr.)
115,760
81,032
(Dollar Tree Lot )
50,949
0
(Wet Pond Lot)
91,579
64,105
15,351
10,746
(Portion of lot 5)

e��
NCDENR
North Carolina Department of Environment and Natural Resources
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s). Fax or email this completed form along with a narrative
and vicinity map of the project location to the appropriate One -Stop Coordinator: RECEIVED
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(a,ncmail.net
• Mooresville & Asheville Region -Patrick Grogan 704-663-3772 or patrick.groganPncmail.neEU N
• Washington Region -Lyn Hardison 252-946-9215 or IVn.hardison(0ncmail.net
• Wilmington Region -Cameron Weaver 910-350-2004 or cameron.weaveKta ncmail.net
PROJ #
Project application received after 12 noon will be stamped in the following work day.
APPLICANT Name Jon Crouse
Or 8 2007
DWQ
Company Tanglewood Dvelopment, LLC Address 1268 US 17 South City/State Elizabeth City, NC Zip 27909
Phone [phone] Fax Email
PROJECT SYSTEM(S) TRIBUTARY TO Knobbs Creek SURFACE WATER CLASSIFICATION C SW
PROJECT Name Stormwater Area D Commercial Drive and Dollar Tree County Pasouotank
PROJECT LOCATION (ADDRESS) OFF TANGLEWOOD DRIVE
ENGINEER/CONSULTANT Bob Farris
Company CE Solution
Address 201 Lane Drive City/State Elizabeth City, NC Zip 27909
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑Yes ❑ No
❑ STREAM ORIGIN Determination: of Stream calls; Stream Name
® STORMWATER El Low Density ® High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
WETLANDS MUST BE ADDRESSED BELOW
❑ 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 #_ (for DENR use))
❑ WETLANDS (401): Check all that apply Isolated wetland on Property ❑ Yes ❑ No
Wetlands on Site ❑ Yes ❑ No I Buffer Impacts: ❑ No ❑ YES: acre(s)
Wetlands Delineation has been completed: ❑ Yes ❑ No / Minor Variance: ❑ No ❑ YES
Major General Variance ❑ No ❑ YES
US ACOE Approval of Delineation completed: ❑ Yes ❑ No 401 Application required: ❑Yes ❑ No If YES, ❑ Regular
404 Application in Process w/ US ACOE: ❑ Yes ❑ No / Permit Received from US ACOE ❑ Yes ❑ No
Perennial, Blue line stream, etc on site ❑ 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
Fee Split for multiple permits: (Check # 1206 J Total Fee Amount $ 4000
SUBMITTAL
DATES
Fee
SUBMITTAL DATES
Fee
CAMA
I Variance ❑ Ma'; ❑ Min)
SW IN HD; ❑ LD
618107
$4000
401:
LQS
Stream Deter,_

i
cE soLU i Ions
ycne¢psPUMN64
June 7, 2007
NCDENR- Division of Water Quality RECEIVED
943 Washington Square Mall
Washington NC 27889 JUN 0 $ 2007
RE: Tanglewood DwQ
Stormwater Drainage Area D PROJ #
Including Commercial Drive, Dollar Tree Stores
Elizabeth City, Pasquotank County
Dear Sir/Madam:
Attached hereto you will find a copy of our Stormwater Management Plan for Tanglewood.
Stormwater Drainage Area D (the cover sheet for this plan says Commercial Drive on it because
it was submitted to other agencies as Commercial Drive), two copies of our Stormwater
Management Permit Application Form, and the Wet Detention Basin Supplement Form for your
review and approval. We are also attaching a Stormwater Narrative, a check in the amount of
$4,000 for the express permitting service. Also included with this submittal you will find a copy
of our Dollar Tree Stores development plan to include the stormwater plan (66% impervious
area):
Stormwater from this area will be routed to WQP (D), in accordance with the Master Drainage
Plan that you have on file. The WQP has been designed for 90% TSS removal and it will handle
the 2 inch storm. The stormwater collection system has been designed to catch the 10 year
storm. .
DLQ has issued an Erosion and Sedimentation Control Plan Number for this project (Pasq-2007-
009, issued in the name of Tanglewood Hotel Road and Strip Center).
Sincerely,
CE utions
obert T. Farris, PE
A Professional Limited Liability Company ]farris©roadrunneccom
201 Lane Drive, Elizabeth,City, NC 27909 252-264-3222, Fax [phone]

H
-RECEIVED
JUN 0 8 2007
DWQ
PROJ #

Pasquotank County Soil Survey Legend
November 2005
Pub.
Field
Symbol
Symbol
status
old symbols
addition
Map Unit Name
ApA
443
A (11-04)
Pc,Pd
444
Arapahoe fine sandy loam, 0 to 2 percent slopes
BaA
22
A (4-00)
Ba
Barclay silt loam, 0 to 2 percent slopes
BcA
62
A (11-96)
Mf
63
Belhaven muck, 0 to 2 percent slopes
BeA
32
A (7-99)
Bg
Bertie fine sandy loam, 0 to 2 percent slopes
BgA
37
A (11-04)
Bertie-Urban land complex, 0 to 2 percent slopes
BoA
40
A (11-05
Sa
Bojac loamy fine sand, 0 to 2 percent slopes
CaA
540
A (11-04)
Be,Bf
345D,544
Cape Fear mucky silt loam, 0 to 2 percent slopes
CfA
541
A (7-99)
6b,Bc,Ed
543
Cape Fear silt loam, 0 to 2 percent slopes
ChA
12
A (11-96)
Bh, Bk
12B
Chapanoke silt loam, 0 to 2 percent slopes
CsA
30A
A (11-04)
Mb
30B
Chesapeake fine sandy loam, 0 to 2 percent slopes
CwA
71
A (11-05
Bm,Sd
Chowan silt loam, 0 to 2 percent slopes, frequently flooded
DeA
347
A (7-99)
Mf
344D,343D,346
Deloss mucky fine sandy loam, 0 to 2 percent slopes
DoA
70
A (11-05)
Sd
Dorovan muck, 0 to 2 percent slopes, frequently flooded
DrA
42
A (7-99)
Da,Db,Sb,Sc
Dragston fine sandy loam, 0 to 2 percent slopes
DuA
47
A (11-04)
Dragston-Urban land complex, 0 to 2 percent slopes
GeA
533
A (11-04)
Ea,Bn
535
Gertie fine sandy loam, 0 to 2 percent slopes
j GrA
531
A (11-96)
Eb,Ec,Bo,Bp
Gertie silt loam, 0 to 2 percent slopes
GtA
561
A (11-04)
Sd
Gertie silt loam, 0 to 2 percent slopes, frequently flooded
HyA
140
A (11-96)
Mf
141
Hyde mucky silt loam, 0 to 2 percent slopes
MuA
41
A (11-04)
Wb
Munden fine sandy loam, 0 to 2 percent slopes
NmA
43
A (11-05)
Fa
Nimmo fine sandy loam, 0 to 2 percent slopes
NxA
10
A (11-04)
Na
Nixonton-Yeopim complex; 0 to 2 percent slopes
PaA
23
A (11-96)
Pa, Pb
Pasquotank silt loam, 0 to 2 percent slopes
PeA
13
A (11-96)
Ob,Oc
131,132,931,932
Perquimans silt loam, 0 to 2 percent slopes
PgA
55
A (11-96)
Bd,Mf
Pettigrew muck, 0 to 2 percent slopes
PoA
343
A (7-99)
Pf
343P
Portsmouth fine sandy loam, 0 to 2 percent slopes
PrA
344
A (11-04)
Pf
344P
Portsmouth mucky fine sandy loam, 0 to 2 percent slopes
PuA
61
A (7-99)
Pungo muck, 0 to 2 percent slopes
ROA
15
A (11-96)
Roper muck, 0 to 2 percent slopes
SeA
81
A (4-00)
Ka,Ga
80
Seabrook loamy sand, 0 to 2 percent slopes
TeA
31
A (11-04)
Mc
Tetotum fine sandy loam, 0 to 2 percent slopes
TmA
36
A (11-04)
Tetotum-Urban land complex, 0 to 2 percent slopes
ToA
33
A (7-99)
Oa,Ob,Oc
335,333
Tomotley fine sandy loam, 0 to 2 percent slopes
TuA
38
A (11-04)
39
Tomotley-Portsmouth-Urban land complex, 0 to 2 percent se
UdB
Ud
A (11-04)
Br,Ma
Q
Udorthents, loamy, 0 to 6 percent slopes
Ur
Ur
A (11-04)
Urban land
WaA
52
A (7-99)
La,Lb
Wahee silt loam, 0 to 2 percent slopes
WcA
35
A (11-04)
Mf
45
Wasda-Conaby complex, 0 to 2 percent slopes
W
W
A (11-96)
Water
WeA
24
A (11-96)
We
Weeksville silt loam, 0'to 2 percent slopes, rarely flooded
YeA
11
A (4-00)
Md,Me
91,51,516
Yeopim silt loam, 0 to 2 percent slopes
to�2wt�cY

Permit No.
RE C'OTV �1 (to be provided by DWQ
State of North Carolina
Department of Environment and Natural Resources
PROJ #
jUN 0 8 2007 Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
'Ais form may be plwtocopied for use as an original
DWQ Stormwater Management Plan Review: A complete stormwater management plan submittal
includes an application form, a wet detention basin supplement for each basin, design calculations, and
plans and specifications showing all basin and outlet structure details.
I. PROJECT INFORMATION
Project Name: Tanglewood -- Stormwater Area D
Contact Person: Bob Farris. PE Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation
ft. (floor of the basin)
Permanent Pool Elevation 9.0 ft. (elevation of the orifice)
Temporary Pool Elevation 11.5 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 10,403 sq. ft. (water surface area at the orifice elevation)
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA'
Diameter of Orifice
Design Rainfall
Design TSS Removal
ac. (on -site and off -site drainage to the basin)
5.1 ac. (on -site and off -site drainage to the basin)
31.403 cu. ft. (combined volume of main basin and forebay)
36,403 cu. ft. (volume detained above the permanent pool)
6,998 or (22.3%) cu. ft. (approximately 20% of total volume)
3.0% (surface area to drainage area ratio from DWQ table)
2.0 in. (2 to 5 day temporary pool draw -down required)
2.0 in.
90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

rV
Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check an& clear the orifice of any obstructions such that drawdown of the temporary pool
occurs within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly
to maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when
depth is reduced to 75% of the original design depth (see diagram below). Removed sediment shall be
disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact
water quality (i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an
accurate depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 5.25 feet in the main pond, the sediment shall be
removed.
When the permanent pool depth reads 5.25 feet in the forebay, the sediment shall be removed.
E1.3- 2 5'
FOREBAY
BASIN DIAGRAM
(rill in die blanks)
Permanent Pool Elevation '
SedimentRemoval Elevation ,3Z<'_ j75%
Bottom Elevation Z
MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface.
These plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of
sediment through the emergency drain shall be minimized to the maximum extent practical.
FormSWU-102 Rev3.99 Page 3of4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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: Jon Crouse
Title: Manaeine Member
Address: 1268 US 17 South, Elizabeth City, NC 27909
Phone: [phone]
Signature:
Date: S ®?
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been
sold and a resident of the subdivision has been named the president.
1, rl N Al S . 6lk+4- , a Notary Public for the State of
461--,, ( CaV'91l R2 County of � U I n4k?5 do hereby certify that
JUVI S L' roasc.'_ personally appeared before me this day of
and acknowledge the due execution of the forgoing wet detention
basin maintenance requirements. Witness my hand and official seal,
,```�\
01 AR y'•.. U
V z
m pUBt�G•°�
SEAL
My commission expires: 0-e' 1�% pzDl /
Form SWU-102 Rev 3.99 Page 4 of 4

LLC
Attn.: Joi S. Crouse
1268:US 17 South
Elisabeth City, NC 27909
June18,2007
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Subject: Stormwater Review SW7070606
Stormwater Area D, including Commercial Drive
and Dollar Tree Stores
Pasquotank County
Dear Mr. Crouse:
This office received a Coastal Stormwater permit application and plans for the subject project on June 8,
2007. A preliminary review of the project indicates that before a State Stormwater permit can be issued the
following additional information is needed.
1. Provide an original and a copy of signed and notarized Deed Restriction form for Commercial
Subdivisions.
The above requested information must be received in this office prior to June 25, 2007 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 I5A NCAC 21-1.1000 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,
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
cc: Bob Farris, PE, CE Solutions (201 Lane Dr., Elizabeth City, NC 27909)
LWastiington Regiona[Oftice -
N�o°{`!�Caro ina
J PrrtlfCll71U
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet h2o.enrstale.ne.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycted110% Post Consumer Paper

FILED in Peeyuotenk County. NC
on Feb 18 2008 at 01:17:16 PM
by: Dolls J. Sumaerour
Ro&ter of Doodle
BOOK'1008 PAGE 174
PASQUOTANppKCOUNTY
Deed number
Transfer tax $ )5000,0
Issued Feb 18 2008 Issued Feb 18 2008 ��
t 30.00 ---t 2,97O:0e ofPO Pasquotank County Assessor's Office
Sta8fof0 of Pasquotank North rCarohna f Countya
North Carolina county tool Estate,
Real Es
Space Above -This Line FNecording Data
NORTH CAROLINA GENERAL WARRANTY DEED
Prepared by
W. Brock Mitchell, Attorney
Return to
David Embree, Attorney
Williams Mullen
P.O. Box 3460
Norfolk, Virginia 23514
Excise Tax:
$3,000.00 Tax Parcel: 7993573417
Transfer Tax:
$15,000.00
State of North Carolina, County of Pasquotank
THIS GENERAL WARRANTY DEED made this 19th day of February, 2008, by and
between Tanglewood Development, LLC, a North Carolina limited liability company (hereinafter
referred to as "Grantor"), and Tangle Wheel, LLC, a North Carolina limited liability company, whose
mailing address is 1064 Laskin Road, Suite 250, Virginia Beach, Virginia 23451 (hereinafter referred to as
"Grantee"):
WITNESSETH:
That the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has given, granted, bargained, sold, and conveyed, and by these presents does hereby give,
grant, bargain, sell, and convey unto said Grantee, Grantee's heirs, successors, administrators and assigns,
all of that certain piece, parcel, or tract of land situate, lying and being in Mount Hermon Township,
Pasquotank County, State of North Carolina, and being more particularly described as follows:
See Exhibit A attached
This document was prepared by W. Brock Mitchell, a licensed North Carolina
attorney, without title search, closing or tax advice. Delinquent taxes if any, to be paid
by the closing attorney to the County Tax Collector upon disbursement of closing
proceeds.

BOOK 1008 PAGE
175
Being also a portion of the same property conveyed to Tanglewood Development, LLC, a North
Carolina limited liability company, by deed dated May 24, 2005, which deed is of record in Deed Book
857, Page 19, of the Pasquotank County Public Registry.
TO HAVE AND TO HOLD the above described lands and premises, together with all
appurtenances thereunto belonging, or in any way appertaining, unto the Grantee, Grantee's heirs,
successors, administrators, and assigns forever.
AND THE SAID GRANTOR COVENANTS to and with said Grantee, Grantee's heirs,
successors, administrators, and assigns, that Grantor is lawfully seized in fee simple of said lands and
premises, and have full right and power to convey the same to the Grantee in fee simple, and that said lands
and premises are free from any and all encumbrances, except as set forth herein, and that the Grantor will
warrant and defend the title against the lawful claims of all persons whomsoever, with the exception of the
following: Ad valorem taxes for the year 2008 and subsequent years, easements and restrictions of
record, and any local, county, state, or federal laws, ordinances, or regulations relating to zoning,
environment, subdivision, occupancy, use, construction, or development of the subject property.
IN WITNESS WHEREOF, the Grantor has duly executed and sealed this document, this the day
and year first above written.
Tanglewood Detvelopment, LLC, a North Carolina
By:
Jon rouse, Member/Manager
State of North Carolina, County of Pasquotank
I certify that the following person personally appeared before me this day, acknowledging to me
that he voluntarily signed the foregoing document for the purpose stated therein and in the capacity
indicated: Jon S. Crouse, Member/Manager of Tanglewood Development, LLC, a North Carolina
limited liability company.
Date: February 19th 2008.
(Official Seal)
My commission expires: 10/23/2012
�c -Qjfl� ZGc. ¢GG cG�
Notary Public — W. Brock Mitchell
O GKI IM ��
l
NOTARY —
A PUBLIC
9 2�
1-4NKIC0

BOOK 1008 PAGE 176 EXHIBIT A
BEGINNING AT A POINT marked by a R/W Monument located at the point of intersection of the
easterly right-of-way margin of the U.S. Highway 17 Bypass northbound entrance ramp from Halstead
Boulevard and the northerly right-of-way margin of Halstead Boulevard Extended (N.C. 344 — R/W By
Monuments), which R/W Monument is located North 64° 59' 06" East 242.67 feet from Tanglewood
Control Monument 4, N.C. GRID-NAD' 83 (N — 936346.4615' and E —
2795486.4989'); thence from said R/W Monument and POINT OF BEGINNING and running along the
northerly right-of-way margin of Halstead Boulevard Extended the following courses and distances:
North 84° 41' 18" East 280.56 feet to an existing iron rod; thence running North 79' 19' 12" East 71.24
feet to an existing iron rod, which existing iron rod also marks the southwest corner of that property, now
or formerly, owned by Wal-Mart Real Estate Business Trust (Deed Book 874, Page 292, and Map Book
39, Page 9, in the Pasquotank County Public Registry — PIN Number 7993661686); thence cornering and
running away from Halstead Boulevard Extended North 10' 40' 25" West 256.14 feet to an existing iron
rod, which existing iron rod also marks the northwest corner of that property, now or formerly, owned by
Wal-Mart Real Estate Business Trust (Deed Book 874, Page 292, and Map Book 39, Page 9, in the
Pasquotank County Public Registry — PIN Number 7993661686); thence cornering and running South
79' 19' 36" West 166.05 feet to an existing iron rod, which existing iron rod also marks the southwest
corner of that property, now or formerly, owned by Wal-Mart Real Estate Business Trust (Deed Book
874, Page 292, and Map Book 39, Page 9, in the Pasquotank County Public Registry — PIN Number
7993670281); thence cornering and running North 100 40' 25" West 298.16 feet to an existing iron rod;
thence cornering and running North 55' 40' 25" West 21.21 feet to an existing iron rod; thence cornering
and running South 790 19' 35" West 429.69 feet to an existing iron rod, which existing iron rod also
marks the southwest corner of that property, now or formerly owned, by W.R. of Elizabeth City (Deed
Book 874, Page 184, and Map Book 39, Page 9, in the Pasquotank County Public Registry — PIN Number
7993576202); thence cornering and running North 100 37' 17" West 432.00 feet to an existing iron rod,
which existing iron rod also marks the northwest comer of that property, now or formerly owned, by
W.R. of Elizabeth City (Deed Book 874, Page 184, and Map Book 39, Page 9, in the Pasquotank County
Public Registry — PIN Number 7993576202); thence cornering and running North 79' 19' 35" East
377.00 feet to an existing iron rod; thence cornering and running North 10' 40' 25" West 317.84 feet to
an existing iron rod; thence cornering and running North 790 19' 35" East 48.00 feet to an existing iron
rod; thence comering and running North 10° 40' 25" West 132.00 feet to an existing iron rod; thence
cornering and running North 79' 19' 35" East 309.70 feet to an existing iron rod; thence cornering and
running North 10' 40' 25" West 60.00 feet to an existing iron rod; thence cornering and running North
79' 19' 35" East 40.00 feet to an existing iron rod; thence cornering and running North 10° 40' 25" West
95.00 feet to an existing iron rod set in the southerly right-of-way margin of Tanglewood Parkway (100'
R/W — Map Book 45, Page 24, in the Pasquotank County Public Registry); thence cornering and running
along the southerly right-of-way margin of Tanglewood Parkway the following courses and distances:
South 79° 19' 35" West 467.35 feet to an existing iron rod; thence running north-northwest along a curve
(Curve Data: Radius is 555.00'; Tangent is 149.10; Delta is 30° 04' 31'; Bearing is North 85' 38' 09"
West; and Chord Distance is 287.99 feet) a distance of 291.33 feet to a calculated point; thence cornering
and running South 19' 24' 06" West 5.00 feet to a calculated point; thence cornering and running north-
northwest along a curve (Curve Data: Radius is 560.00% Tangent is 25.43; Delta is 05' 11' 58"; Bearing is
North 670 59' 55" West; and Chord Distance is 50.80 feet) a distance of 50.82 feet to a calculated point;
thence cornering and running away from Tanglewood Parkway South 7 P 50' 19" West 450.66 feet to a
calculated point set in the easterly right-of-way margin of U.S. Highway 17 South Bypass (R/W By
Monuments); thence cornering and running along the easterly right-of-way margin of U.S. Highway 17
Bypass and the U.S. Highway 17 Bypass northbound entrance ramp from Halstead Boulevard Extended
the following courses and distances: South 18' 09' 29" East 665.41 feet to a calculated point; thence

SOOK 1008 PAGE 177
Tanglewood Development, LLC, to Tangle Wheel LLC, Legal Description
Page 2
running South 28' 02' 18" East 93.32 feet to an existing iron rod; thence running South 36' 45' 50" East
191.89 feet to a R/W Monument; thence running South 5 V 48' 45" East 285.27 feet to a RIW Monument;
thence running South 600 37' 56" East 274.10 feet to a R/W Monument; thence running south-southeast
along a curve (Curve Data: Radius is 435.89; Tangent is 179.31; Delta is 44' 43' 12"; Bearing is South
33' 02' 31" East; and Chord Distance is 331.65 feet) a distance of 340.22 feet to the R/W Monument and
POINT OF BEGINNING, containing 21.28 acres, and being that same property described and
delineated on that plat entitled in part, "Boundary Survey for Tanglewood Development, LLC," which
plat is dated February 6, 2008, prepared by Paul J. Toti, professional land surveyor, which plat is
recorded in Map Book Y 7- , Page z4 in the Pasquotank County Public Registry, and which
plat is incorporated herein by reference.
TOGETHER WITH AND INCLUDING THOSE certain easement rights appurtenant to the tract
described above as set forth in the following documents:
1. Water Quality Pond Drainage Easement recorded in Deed Book 874, Page 278, in
the Pasquotank County Public Registry; and
2. Access Point Agreement recorded in Deed Book 874, Page 267, in the Pasquotank
County Public Registry.
ALSO TOGETHER WITH AND INCLUDING a perpetual nonexclusive easement for ingress,
egress, and regress over and along Tanglewood Parkway (R/W width varies) extending from
Halstead Boulevard Extended to Tanglewood Development, LLC, Parcel 2 (Deed Book 857, Page
19, and Map Book 39, Page 8, in the Pasquotank County Public Registry) as delineated on that plat
entitled in part, "Boundary Survey Of Property To Be Deadicated (sic.) And Known As
Tanglewood Parkway," dated April 17, 2007, prepared by Paul J. Toti, professional land surveyor,
which plat is recorded in Map Book 45, Page 24, in the Pasquotank County Public Registry, and
which plat is incorporated herein by reference.
As to the above referenced property, the Grantor reserves for itself, its successors and assigns, a
non-exclusive drainage easement over and along the drainage ditch located on the western
boundary of the above described property, which drainage ditch is designated as "NCDOT
EASEMENT (NCDOT PLANS #R 2515 AA) on that plat recorded in Map Book V,7'
Page 2R in the Pasquotank County Public Registry.
F.%UursWROCMlwoATanskwood Far ffagkwp -Blg Wh"42l.'A s.wpd

.A
FILED in Poe tank County, NC
on Mar 20 2008 o1 08:11:16 AM
by: Dollio J. Summorour
Ro®otor of Doodo
BOOK 1011 PAGE 926
THIRD SUPPLEMENTAL DECLARATION
FOR
TANGLEWOOD NORTH
A PLANNED COMMUNITY
Prepared by and return to Robert B. Hobbs, Jr., Attorney
Hornthal, Riley, Ellis & Maland, LLP
Post Office Box 310
Nags I -lead, NC 27959
State of North Carolina, County of Pasquotank
THIS THIRD SUPPLEMENTAL DECLARATION OF TANGLEWOOD NORTH, A
PLANNED COMMUNITY is made this the /ice day of March, 2008, by TANGLEWOOD
DEVELOPMENT LLC, a North Carolina Limited Liability Company (hereinafter referred to as
"Declarant"); and TANGLE WHEEL, LLC, a North Carolina limited liability company
(hereinafter referred to as "Tangle Wheel").
RECITALS
Declarant filed a Declaration of Tanglewood North, a Planned Community on June 25,
2007, in Deed Book 977, Page 205, in the Pasquotank County Registry (the "Declaration').
Declarant filed a First Supplemental Declaration of Tanglewood North, a Planned
Community, on February 19, 2008 in Deed Book 1008, Page 169, Pasquotank County Registry
(the "First Supplement').
By Deed dated February 19, 2008, and filed in Book 1008, Page 174, Pasquotank County
Registry, Declarant sold and conveyed to Tangle Wheel the property described as the Submitted
Property in the Exhibit A to the First Supplement (the "Property").

BOOK 1011 PAGE 927
Tangle Wheel owns in fee simple the Property which is shown and described on that
certain plat entitled, "FINAL PLAT FOR COMMERCIAL BOULEVARD AT
TANGLEWOOD, CITY OF ELIZABETH CITY, NORTH CAROLINA," dated March 10,
2008, revised March /-3 2008, (the "Plat") recorded in the Pasquotank County Registry in
Map Book ' 7 , at Page) yff� which creates nine lots (the "Lots") and also a public right of
way designated "Commercial Blvd."
Tangle Wheel intends to develop the Property as a development under the name of
"Commercial Blvd."
Tangle Wheel and Declarant desire that Tanglewood North Community Association, Inc.
(the "Association") shall be responsible for maintenance of drainage ditches and other drainage
structures located on the Property (and in certain cases on adjacent property), and for compliance
with the Stormwater Permit (as herein defined).
Declarant and Tangle Wheel desire to supplement the Declaration to impose additional
rights, duties and obligations on the Association in the Commercial Blvd. development within
Tanglewood North.
NOW, TI IEREFORE, Declarant and Tangle Wheel hereby declare that the Lots shall be
held, transferred, conveyed, occupied and used subject to the following covenants and
restrictions, which shall run with the title to the Lots and which shall be binding upon and inure
to the benefit of all polies having any right, title or interest in the Lots, their heirs, successors
and assigns.
1. Maintenance of Drainage Facilities. The Association shall be responsible for
maintaining all stormwater drainage facilities located within drainage or utility easements within
the Property. Such maintenance shall include, but not be limited to, removal of rubbish and
debris, preventing vegetation from interfering with the free flow of stormwater within such
easements, and repairing or replacing pipes or outfall structures. The Association shall also be
responsible for maintaining the detention pond and the outfall drainage ditch located on Lot 4.
2. Stormwater Permit Obligations. The Association shall be responsible for
performance of any stormwater management maintenance and repairs, as set forth and described
in the North Carolina Stormwater Management Permit No. SW7070606 (the "S(ormwater
Permit") issued by the Division of Water Quality, North Carolina Department of Environment
and Natural Resources (the "DWQ"), for Commercial Blvd. development. The provisions of the
Stormwater Permit, including a description of the maintenance requirements and the frequency
Of such maintenance,together with record -keeping requirements, are incorporated herein by
reference and made a part hereof. Notwithstanding anything to the contrary in this Supplemental
Declaration or in any of the Governing Documents (as that term is defined in the Declaration),
the covenants contained in this Supplemental Declaration relating to the Stormwater Permit shall
not be modified or deleted without the consent of the DWQ in each instance.
3. Creation of Commercial Blvd. Service Area. Pursuant to Sections 1.2.27, 1.232
and 7.5 of the Declaration, the "Commercial Blvd. Service Area" is hereby created by this
-2-

BOOK 1011 PAGE 928
Supplemental Declaration. All of the Property shall be included in the Commercial Blvd.
Service Area. Pursuant to the Declaration, the Association shall impose Service Area
Assessments on all Lots (except for the Lot 4 open space) in the Property based on Service Area
Expenses incurred by the Association in fulfilling the Associations responsibilities and duties
under this Supplemental Declaration. The Association shall have the exclusive authority, power
and right to determine whether one, some or all Lots in the Commercial Blvd. Service Area shall
be responsible for the payment of Service Area Assessments in each instance. Such
determination by the Association shall be made based on whether the maintenance or repair work
performed by the Association benefits all or fewer than all of the Lots in the Property. Reference
is hereby made to the provisions of the Declaration which sets forth other provisions relating to
Service Areas, including but not limited to collection and enforcement of Service Area
Assessments by the Association.
4. Maintenance of Commercial Boulevard. Until acceptance of Commercial
Boulevard for municipal maintenance, Tangle Wheel shall be solely responsible for the
maintenance of Commercial Boulevard as shown on the Plat.
5. Duration. This Supplemental Declaration shall affect and rum with the land and
shall exist and be binding upon all parties and all persons claiming under them in perpetuity,
unless the Planned Community is terminated pursuant to Section 47F-2-1 18 of the Act.
6. Interpretations. In all cases, the provisions of this Supplemental Declaration shall
be construed together and given that interpretation or construction which, in the opinion of the
Declarant or the Executive Board, will best effect the intent of the general plan of the Planned
Community. The provisions of this Declaration shall be given full force and effect
notwithstanding the existence of any zoning ordinance or building codes which are less
restrictive.
7. Severability. Whenever possible, each provision of this Supplemental
Declaration shall be interpreted in such a manner as to be effective and valid. However, if the
application of any provision to any person or property shall be prohibited or held invalid, such
prohibition or invalidity shall not affect any other provision or the application of any provision
which can be given effect without the invalid provision or application, and to this end the
provisions of this Supplemental Declaration are declared to be severable.
IN WITNESS WHEREOF. this Supplemental Declaration has been signed and executed
by the Declarant and Tangle Wheel, the day and year first above written.
-3-

DECLARANT:
TANGLEWOOD
Carolina Limited
m
Pasquotank County, North Carolina
BOOK 1011 PAGE 929
S. Crouse, Manager
ENT, LLC, a North
pally
certify that the following person personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the foregoin� document for the purpose
stated therein and in the capacity indicated: Jon S. Crouse,�Nanager of TANGLEWOOD
DEVELOPMENT, LLC, a North Carolina Limited Liability Company.
Date:
i
(AFFIX NOTARY SEAL)
My commission expires:
Signature of Notary Public
Typed or printed name of Notary Public
N�r.aFrr �=
_y PUBLIC
-4-

BOOK 1011 PAGE 930
TANGLE WHEEL:
TANGLE WHEEL, LLC, a North Carolina Limited
Liability Company
2� T r-• CEO^ V54_ Manager
City -or County of FASGoorAa� _State of
t.1G
certify that the following person personally appeared before me this day,
acknowledging to me that lie or she voluntarily signed the foregoing document for the purpose
stated therein and in the capacity indicated: f—. , manager of
TANGLE WHEEL, LLC, a North Carolina Limited Liability Company.
Date: 3 t 9 2ooe
(AFFIX NOTARY SEAL)
Signature of Notary Public
My commission expires
s r'
N0TAF?V
PUELIC:
U
, C
Typed or printed name of Notary Public
-5-

«B»
In accordance with Title 15 NCAC 2H•1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for High Density Commercial Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
built -upon area consistent with the design criteria used to size the stormwater control facility.
I, Jon S. Crouse for Tanolewood Development LLC, acknowledge, affirm and agree by my signature
below, that I will cause the following deed restrictions and covenants to be recorded prior to the sale of
any lot within the project known as Tanolewood Drainage Area "D":
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is square feet. (OR, if the
proposed built -upon area per lot will vary, please use the following format & language (in bold):
The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
2 81.032 4 64,105 5 10,746 3-WQP 0
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right -of --way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater rmtt plication to the Division of Water Quality and receive a permit
prior to consation.
a Notary Public in the
State of N01111 OZ)206 n r County of EeAz/uUhO45
do hereby certify that _ To h S C rir i Sri personally appeared
before me this the 1q day of . L4-nP_ 20 Ate, and acknowledge
the due execution of the foregoing instrument. Witness my hand andFdhLP'Sr�ttta,
U/a.rrJ Q Signature ;•eoTaq}
'/1 - m :
My Commission expires 1.1Divy>L(w % ap// _ °. a 2o p •. UgLt �.
I •�QJa`p`7

RECEIVED
NARRATIVE
TANGLEWOOD JUN 0'8 2007
STORMWATER AREA "D"
DWQ
PROJ #
Stormwater Area D is a part of the Master Stormwater Plan at Tanglewood. It is
comprised of 7.1 acres of land west of Wal-Mart and the Tanglewood Shoppes.
Tanglewood is currently developing a strip shopping center called Dollar Tree Stores on
part of this property and a City of Elizabeth City owned road called Commercial Drive to
access the center.
This project is in the Coastal region of the state. Soils are silt loams 4-5 feet thick over
clean fine sand. Typical of the Coastal Region the land is flat, very flat. The natural
change in elevation is often less than 2 feet in 2000 feet.
This portion of the project is designed to be 72% impervious and the Water Quality Pond
has been designed to catch a 2" storm event on Commercial Drive, the Dollar Tree Stores
parcel and the remaining commercial property in the drainage area (all planned at 70%
impervious). The planned Water Quality Pond is designed for 90% removal of
suspended solids. All water from the pond discharges into the roadside ditch on
Tanlgewood adjoining the Route 17 Bypass. Stormwater then travels south to Halstead
Extended and east to the southeastern portion of the project. In analyzing the offsite
stormwater we first took into consideration stormwater coming into the project area from
areas farther north along the Bypass. We also analyzed the post development flows from
the project area on both the 10 year and 100 year level. Stormwater from this site passes
through twin 42" culverts at Tanglewood Parkway. The hydraulics of those culverts
control the development of this site. That analysis is attached.
The roadway Commercial Drive has been designed according to the DOT requirement to
handle a 10-year storm event.
Area D is a part of a larger area that was previously permitted for Erosion and
Sedimentation Control. That Plan Number is Pasqu-2007-009. The project was
submitted to the Land Quality Section and approved under the name Tanglewood Hotel
Road and Strip Center. Subsequent to the submittal the City of Elizabeth City wanted
the name of the road and the first development project on that road changed.

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RECEIVED
NARRATIVE
TANGLEWOOD JUN b 8 2007
STORMWATER AREA "D"
DWQ
PROJ #
Stormwater Area D is a part of the Master Stormwater Plan at Tanglewood. It is
comprised of 7.1 acres of land west of Wal-Mart and the Tanglewood Shoppes.
Tanglewood is currently developing a strip shopping center called Dollar Tree Stores on
part of this property and a City of Elizabeth City owned road called Commercial Drive to
access the center.
This project is in the Coastal region of the state. Soils are silt loams 4-5 feet thick over
clean fine sand. Typical of the Coastal Region the land is flat, very flat. The natural
change in elevation is often less than 2 feet in 2000 feet.
This portion of the project is designed to be 72% impervious and the Water Quality Pond
has been designed to catch a 2" storm event on Commercial Drive, the Dollar Tree Stores
parcel and the remaining commercial property in the drainage area (all planned at 70%
impervious). The planned Water Quality Pond is designed for 90% removal of
suspended solids. All water from the pond discharges into the roadside ditch on
Tanlgewood adjoining the Route 17 Bypass. Stormwater then travels south to Halstead
Extended and east to the southeastern portion of the project. In analyzing the offsite
stonnwater we first took into consideration stormwater coming into the project area from
areas farther north along the Bypass. We also analyzed the post development flows from
the project area on both the 10 year and 100 year level. Stormwater from this site passes
through twin 42" culverts at Tanglewood Parkway. The hydraulics of those culverts
control the development of this site. That analysis is attached.
The roadway Commercial Drive has been designed according to the DOT requirement to
handle a 10-year storm event.
Area D is a part of a larger area that was previously permitted for Erosion and
Sedimentation Control. That Plan Number is Pasqu-2007-009. The project was
submitted to the Land Quality Section and approved under the name Tanglewood Hotel
Road and Strip Center. Subsequent to the submittal the City of Elizabeth City wanted
the name of the road and the first development project on that road changed.