SW8010216_HISTORICAL FILE_20130320

I -
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW k&�Q 162
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
d_3�
YYYYMMDD

North Carolina Secretary of State
Page I of 2
Account Login Register
North Caroft
s& 1?e . m8rshan DEPARTMENT OF THE
Secretary SECRETARY of STATE
PO Box 29622 ROOM. NO 27626.M 19'4W 2000
Date: 3/20/2013
Click here to:
View Document Filings I File an Annual Report
J Print a Pre -populated Annual Report Fillable PDF Form I Amended A Previous Annual Report I
Corporation Names
Name Name Type
NC FAR STAR OFFICE PARK, L.L.C. LEGAL
Limited Liability Company Information
SOSID:
0773647
Status:
Current -Active
Effective Date:
3/24/2005
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name: DIXON, W. T.
Office Address: 348 SERENITY LANE
HOLDEN BEACH INC 28462
Mailing Address: 348 SERENITY LANE
HOLDEN BEACH NC 28462
Principal Office
Office Address: 348 SERENITY LANE
HOLDEN BEACH NC 28462
Mailing Address: 348 SERENITY LANE
HOLDEN BEACH NC 28462
Officers
Title:
Name:
Business Address:
Title:
Name:
Business Address:
MANAGER
RONDA P. DIXON
348 SERENITY LANE
HOLDEN BEACH NC 28462
MANAGER
W. T. DIXON
348 SERENITY LANE
HOLDEN BEACH NC 28462
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitenild=7716078 3/20/2013

pf.VAK E-Filed AimimI Report
-1-0-7716078
LIMITED LIABILITY COMPANY
r Y 7 ANNUAL REPORT Do not data enter manually.
NAME OF LIMITED LIABILITY COMPANY: PAR STAR OFFICE P.IRK, L.L.C.
REPORT FOR THE YF,AR: 2012 STATE OF I NCO It PO RATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 0773647
NATURE OF BUSINESS: Real Estale
REGISTERED AGENT-. Dixon, W. T.
R1-G[S'1'1:RED Ol�FICE MAILING ADDRESS: 348 Serenity Lane
Holclen Beach, NC 28462
RI GISTEREI) OFFICL"• S'I'RI E'I' ADDRESS: 348 Serenity Lane
11olden Beach, NC 28462 Brunswick County
PRINCIPAL OFFICE TELEPHONE NUMBER: 910-512-5141
PRINCIPAL OFFICE; MAILING ADDRESS: 348 Serenity Lane
Holden Beach, NC 28462
PRINCIPAL OFFICF STRI E.T ADDRESS: 348 Serenity Lane
Jlolclen Beach, NC 28462
MANAGERS/M 1.;M 13 E RS/ORGAN I71:R S:
Name: Roncla 1' Dixon
7711e: Manager
Address:
348 Serenity Lane
11ohlen Beach. NC 28462
Name: W. T: Dixon
Title: Manager
Address:
348 Serenity Lane
11olclen Beach, NC 28462
CIRTIFICA[TON 01- ANNUAL REPORT MUSTBE COMPLETED 13Y ALL LIMITED LIA131LI"I'Y COMPANIES
Ronda P. Dixon
DORM MUSTBE SIGNED BY A MANAGEIVNI N111hR
Ronda P. Dixon
04/04/2012
DA L
Manager
TYPE OR PRINT NAME. 'TYPE OR PRINTTITLE
ANNUAL REPORT i im $200 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

Brunswick County, NC Register ofDeeds:Book 2152, Page 566 Page 1 of I
Book Type: property Book: 2152 Page: 566 Recorded Date: 2005-05-24 00:00:00.000
Instrument Type: DEED ((DEED) Certification Status: WARRANTED Key ID: 876649
description: Township: LF
description: SCLBU: TCT ONE 1.80 AC
description: SCLBU: TCT TWO 1.17 AC
description: Deputy: LG
description: OIT: 1
property_parcel code: 50000182001740200
p roperty_parcel_code: 50000182001740300
GRANTORS
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DIXON, RONDA P
DIXON, WILLIAM THOMAS
GRANTEES
FAR STAR OFFICE PARK LLC
http:llbrunswick-live.inttek. netlre_detail. ntk?s=4NYF4NYFINICOd3NnNaBgtlHVxaA4x4... 3/20/2013

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Brunswick County, NC Register of Deeds:Book 2152, Page 563
Page 1 of 1
Book Type: properly Book: 2152 Page: 563
Instrument Type: DEED (/DEED) Certification Status: WARRANTED
description: Deputy: LG
description: OIT: 50
description: Misc: $1950.00
description: Township: LF
description: SCLBU: TCT ONE 1.80 AC
description: SCLBU: TCT TWO 1.17 AC
property_parcel_code: 50000182001740300
property_parcel code: 50000182001740200
View lmag,
GRANTORS
Close Window
CLARENDON DEVELOPMENT LLC
GRANTEES
DIXON, WILLIAM THOMAS
DIXON, RONDA P
Recorded Date: 2005-05-24 00:00:00.000
Key ID: 876648
http:l/brunswi ck-1 i ve. inttek. net/re_detail.ntk?s=4NYF4NYFMCOd3NnNaB gtIHVxaA4x4... 3 /20/2013

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NCDENR - Division of Water Quality
Surface Water Protection Section
127 Cardinal Drive Extension
Wilmington, NC 28405
APR 1 a 2011
BY:
[Or. William P. W
Clarendon Dev
P. O. Box
Shallutt-
7
O�P�
© PITHY
02 1R $ ®0,440
0006559826 APR05 2011
MAILED FROM ZIP CODE 28405
IkCrIII
pment, LLC
NIXIE 293 5E 1 00 04l09/11
RETUPN 7o snNomp
NOT DELIVERABLE AS ADDRESSED
UNABLE To F oRwARD
SC; 28 405540627 *2754- 11822-015- 34

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NOTICE TO REGISTERED AGENT:
Under N.C.G.S. Section 55D-30(b), it is the duty of the registered agent to forward this certificate to the business entity at the last known
address.
Clarendon Development; LLC (0569457)
2840 Plaza Place
Ste 300
Raleigh, NC 27612
State of North Carolina
Department of The Secretary of State
CERTIFICATE OF DISSOLUTION
I, Elaine F. Marshall, Secretary of State, as mandated by law, do hereby certify that
Clarendon Development, LLC
has been administratively dissolved pursuant to the procedure set forth in N.C.G.S. Section 57C-6-03
for failure to file an annual report effective as of the date set forth hereunder.
A Limited Liability Comp:my administratively dissolved under N.C.G.S. Section 57C-6-03 may apply
to the Secretary of State for reinstatement by complying with the procedure set forth in the N.C.G.S.
Section 57C-6-03.
This the 26th day of August, 2010
Elaine F. Marshall
Secretary of State
Document Id: C201023808059

fi�
Q�
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
April 4, 2011
Mr. William P. Walker, III
Clarendon Development, LLC
P. O. Box 945
Shallotte, NC 28459
Division of Water Quality
Coleen H. Sullins
Director
Subject: Permit Extension, Session Laws 2009-406 and 2010-177
Stormwater Permit #SW8 010216
High Density — Clarendon Office Park
Brunswick County
Dear Mr. Walker:
Dee Freeman
Secretary
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any
development approval issued by the Division of Water Quality under Article 21 of
Chapter 143 of the GE!neral Statutes, which is current and valid at any point between
January 1, 2008, and December 31, 2010. The law extends the effective period of any
stormwater permit that is set to expire during this time frame to three (3) years from its
current expiration date. On August 2, 2010, the Governor signed Session Law 2010-
177 which grants an extra year for a total of four (4) years extension.
Accordingly, Stormwater Permit # SW8 010216 which has already expired on March 14,
2011, is now in effect until March 14, 2015. Please resubmit the renewal application
and fee at least 180 dilays prior to March 14, 2015, which would be September 14, 2014.
A copy of the Renewal Application can be obtained from the following website:
http://portal. ncdenr.org/web/wq/ws/su/statesw/forms_docs.
If you have any questions, please contact the Division of Water Quality in the
Wilmington Regional Office at 910-796-7215.
Sincerely,
ht&, Q �S
Georgette Scott
Stormwater Supervisor`
Division of Water Quality
SAWQSIStormwater\Permits & Projects120011010216 HD12011 04 permit —extension 010216
cc: Wilmington Region,l Office
Wilmington Reganal Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 NorthCarol i na
Internet: www ncwaterquality.org Naturally
'J�'jLflaturn ly
An Equal Opporlunity l Affirmative Action Employer

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North Carolina
Elaine F. Marshall D EPART M ENT °F THE
Secretary SECRETARY OF STATE
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Date: 3/7/2006
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Corporation Names
Name Name Type
NC Clarendon Legal
Development, LLC
Limited Liability Company Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0569457
Current -Active
11/712000
Domestic
NC
Perpetual
Hollowell, Edward E., J.D.
204 Smith Avenue
Shallotte NC 28459
2840 Plaza Place
Ste 300
Raleigh NC 27612
204 Smith Avenue
Shallotte NC 28459
P.O. Box 945
Shallotte NC 28459
i
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
http://www.secretary.state.nc.us/Corporations/Corp.aspx?Pitemid=5291715
3/7/2006

SOSID: 569457
Date Filed: 11I7l2000 3:30 PM
Elaine F. Marshall
North Carolina Secretary of State
4 d 3! 2 9 0 2 0 ARTICLES OF ORGANIZATION
OF
CLARENDON DEVELOPMENT, LLC
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned do
hereby submit these Articles of Organization for the purpose of forming a limited liability
company.
I
The name of the limited liability company is "Clarendon Development, LLC"
II
The name and address of each organizer executing these Articles of Organization is as
follows: William P. Walker, M.D. of 27 Monroe Street, Ocean Isle Beach, Brunswick County,
NC 28469 and William J. Faircloth, M.D. of 5433 Main Street, Shallotte, Brunswick County, NC
28470. `
III
The street address and county of the initial registered office of the limited liability company
is 2840 Plaza Place, Suite 300, Raleigh, Wake County, North Carolina 27612,
IV
The name of the initial registered agent is Edward E. Hollowell, J.D.
Cf
To the fullest extent permitted by the North Carolina Limited Liability Act, as the same
now exists or may hereafter be amended, the limited liability company shall indemnify all persons
serving as managers of the limited liability company, against all liability and litigation expense,
including but not limited to reasonable attorneys' fees, arising out of their status as such or their
activities in this capacity, regardless of when such status existed or activity occurred and
regardless of whether or not they are managers of the limited liability company at the time such
indemnification is sought or obtained. Without limiting the generality of the foregoing indemnity,
such persons may also recover from the limited liability company all reasonable costs, expenses,
and attorneys' fees in connection with the enforcement of rights to indemnification granted by this
paragraph. The provisions of this paragraph are in addition to and not in limitation of the power
of the limited liability company with respect to, and the rights of any manager, benefits of, any
other or further indemnification, insurance, elimination of liability or other right or benefit which
is either required by the North Carolina Limited Liability Company Act or permitted thereby and
duly adopted by the limited liability company in accordance therewith.

This shall be a member -managed limited liability company. Each member shall be a
manager solely based on his or her status as a member.
VIII
These articles shall be effective upon filing by the Office of Secretary of State of North
Carolina.
IN WITNESS WHEREOF, we, the organizers of this limited liability company, hereunto
set our hands and seals, this _�L day of October, 2000.
(SEAL)
William P. Walker, M.D., Organizer
49Ail AL (SEAL)
Willi to J. Faircloth, M.D., Organizer

C200513100385
FNorth
S1D: U569457
5/11/2005 3:22:00 PM
ine F. Marshall
LIMITED LIABILITY COMPANY (LLC) 2005 Secretory of State
C211115131 OU385
ANNUAL REPORT
Y
D
NAME OF LIMITED LIABILITY COMPANY:_ L�NP +��o�✓ J'erAw L
STATE OF FORMATION: /Ile. FISCAL YEAR ENDING: tee- 3/-2ao
MONTHIDAYNEAR
SECRETARY OF STATE L.L.C. ID NUMBER: FEDERAL EMPLOYER ID NUMBER: - "=2_0_ /
it this is the first annual report filing, YOU MUST COMPLETE THE ENTIRE FORM. If your
LLC's information has not changed since the previous report, please check the box
and complete line 7. ><
1, REGISTERED AGENT & REGISTERED OFFICE STREET ADDRESS —INCLUDE COUNTY: Must be a North Carolina address!
Name:
Street City -NC, ZIP Cou
2. REGISTERED OFFICE MAILING ADDRESS IF DIFFERENT FROM THE STREET ADDRESS:
3. IF THE REGISTERED AGENT CHAt GED, THE NEW AGENT MUST SIGN:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. ENTER PRINCIPAL OFFICE ADDRESS AND TELEPHONE NUMBER HERE:
Street City ST ZIP,
Telephone Number, including area code ( )
5. BRIEFLY DESCRIBE THE NATURE OF BUSINESS:
6. ENTER NAME, TITLE, AND BUSINESS ADDRESS OF MANAGER(S)IMEMBER(S) OR IF THE LLC HAS NEVER HAD MEMBERS, ITS
ORGANIZERS: (ATTACH ADDITIONAL PAGES IF NECESSARY)
NAME- BUSINESS ADDRESS-
NAME- BUSINESS ADDRESS-
NAME- BUSINESS ADDRESS
7. CIETIFICATION OF A NIJALJIEPORT MUST BE COMPLETED BY ALL LIMITED LIABI ITY MPANIES.
FORM MUST BE SIGNED BY A MANAGERIMEMBER• DATE
MANAGER/MEMBER
TYPE OR PRINT NAME TITLE
ANNUAL REPORT FEE: $200.00 MAIL TO: Secretary of State - Corporations Division • Post Office Box 29525 • Raleigh; NC 27626-0525

AN5A
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
April 4, 2011
Mr. William P. Walker, III
Clarendon Development, LLC
P. 0. Box 945
Shallotte, NC 28459
Division of Water Quality
Coleen H. Sullins
Director
Subject: Permit Extension, Session Laws 2009-406 and 2010-177
Stormwater Permit #SW8 010216
High Density — Clarendon Office Park
Brunswick County
Dear Mr. Walker:
Dee Freeman
Secretary
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any
development approval issued by the Division of Water Quality under Article 21 of
Chapter 143 of the General Statutes,"which is current and valid at any point between
January 1, 2008, and December 31, 2010. The law extends the effective period of any
stormwater permit that is set to expire during this time frame to three (3) years from its
current expiration date. On August 2, 2010, the Governor signed Session Law 2010-
177 which grants an extra year for a total of four (4) years extension.
Accordingly, Stormwater Permit # SW8 010216 which has already expired on March 14,
2011, is now in effect until March 14, 2015. Please resubmit the renewal application -
and fee at least 180 days prior to March 14, 2015, which would be September 14, 2014.
A copy of the Renewal Application can be obtained from the following website:
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms_docs.
If you have any questions, please contact the Division of Water Quality in the
Wilmington Regional Office at 910-796-7215.
Sincerely,
Georgette Scott
Stormwater Supervisor
Division of Water Quality
S:1WQS1Stormwater\Permits & Projects120011010216 HD12011 04 permit extension 010216
cc: Wilmington Regional Office
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One I,
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 Norte t Carol i nil
Internet: www.ncwaterquality.org "]�']� x��N�/J, ,
An Equal Opporlunity 1 Affirmative Action Emplaye, � �/ ` ` "J

NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
February 12, 2010
Mr. William P. Walker, III
Clarendon Development, LLC
P. O. Box 945
Shallotte, NC 28459
Subject: PERMIT RENEWAL REQUEST
Stormwater Permit No. SW8 010216
Clarendon Office Park
Brunswick County
Dear Mr. Walker:
Natural Resources
Dee Freeman
Secretary
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW8 010216 to Clarendon
Office Park for a High Density Project on March 14, 2001. This permit expires on March 14, 2011. Per 15A NCAC
2H.1003(h) (the stormwater rules), applications for permit renewals shall be submitted 180 days prior to the
expiration of a permit and must be accompanied by a processing fee, which is currently set at $505.00. If this is still
an active project please complete and submit the enclosed renewal application prior to September 14, 2010. If this
project has not been constructed and a permit is no longer needed, please submit a request to have the permit
rescinded. If you have sold the project, or are no longer the permittee, please provide the name, mailing address
and phone number of the person or entity that is now responsible for this permit. Enclosed is a form for change of
ownership, which should be completed and submitted if the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted stormwater
treatment system, a certification of completion be submitted to the Division from an appropriate designer for the type
of system installed. This is to certify that the permitted facility has been installed in accordance with the permit, the��
approved plans, specifications and supporting documentation. Please include a copy of the certification with your
permit renewal request and processing fee. Enclosed is a copy of a sample certification. Also enclosed is a new
Operation and Maintenance agreement that should be completed and submitted along with your renewal application.
You should be aware that failure to provide the Designer's Certification and the operation of a stormwater treatment
facility without a valid permit, are violations of NC General Statute 143-215.1 and may result in appropriate
enforcement action including the assessment of civil penalties of up to $10,000 per day.
If you have any questions, please feel free to contact David Cox at 910-796-7318.
Sincerely,
Oeorge'ttte Scott, Stormwater Supervisor
Surface Water Protection Section
Wilmington Regional Office
Enclosures
GDSldwc S:\WQS\Stormwater\Renewal\Requests\2001\010216.febl0
cc: Wilmington Regional Office File
Wilmington Regional Office
127 Cardinat Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX [phone] Customer Service: 1-877-623-6748 North Carolina
Internet: www.ncwaterquality.org 'J� atunaff
An Equal Opporlunity 1 Affirmative Action Employer �/ "

State Stormwater Management Systems
Permit No. SWS 010216
STATE OF NORTH CAROLINA
DEPARTMENT OF LNVIRONMEWF AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMI+,NI' PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes ofNortli Carolina as amended, and
other applicable haws, Rules, and Regulations
PERMISSION 1S HERE -BY GRANTED TO
Clarendon Development, LLC
Clarendon Office Murk
Brunswick County
FOR THE
construction; operation and maintenance of a wet detention pond in compliance with the provisions of'] 5A-NCAC
21-I .1000 (hereafter referred to as the ".s•torlHivater rules') and the approved stormwater mai agepient plans and
speci f ications and other supporting data as attached and on file with and approved by the Division of Water Quality
and considered a part of this permit.
This permit shall be effective from the date of issuance until March 14, 2011 and shall be subject to the following
specified conditions and limitations:
1. 1)1,;SIGN STANDARDS
This permit is effective only with respect to the nature and volume of' stormwater described in the
application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page
3 of this permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from
64,892 square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per.
approved plans.
5. The built -upon area for the future development is limited to 26,560.
6. The runoff from all onsite and offsite built -upon area permitted with this project must be directed into the
permitted stormwater control system.
2

State Stormwater Management Systems
Permit No. SW8 010216
ProJect Name:
Permit Number:
Location:
Applicant:
Mailing Address:
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Clarendon Office Park
Application Date:
Name o1' Receiving Strcam/Index #:
Classification of Water Body:
I f Class SA. chloride sampling results:
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Drainage Area, acres:
Total Impervious Surfaces, ft2:
Offsite Area entering; Pond, ft':
Required Surface Area, ftz:
Provided Surface Area, ft2:
ReCluircd Storage Volume, ft3:
ProVlded Storage Volunic, ft3:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
SW8 010216
Brunswick County
Mr. William P. Walker, ill, President
Clarendon Development, LL.0
1'0 Box 945
Shallotte, NC 28459
February 9, 2001
Woodward Branch / LBR 15-25-2-8
"C Sw HQW"
n/a
5
15
2.34
64,892
none, per Engineer
4,644
4,772
5,291
5,828
16.1
1.125" (1-1/8") pipe
3

State Stormwater Management Systems
Permit No. SWS 010216
[I. SCIIEDULL='=' OF COMPLIANCE
The stormwater management system shall be constructed in it's entirety, vegetated and operational for its
intended tISC prior to the CO11stTUCtIOn of any built-upOII Surface.
2. Duringconstruction, erosion shall be kept to a minimum and any eroded areas ofthe system will be repaired
immediately.
The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must
be followed in its entirety and maintenance must occur at the scheduled intervals including, but not limited
to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and rcvegetation of side slopes.
d. Immediate repair of eroded areas.
C. Maintenance onside slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of naintenance activities must be kept and made available upon request to authorized personnel
of I)WQ. The records will indicate the date, activity, name of person performing the work and what actions
were taken.
Decorative spray fountains will not be allowed in the stormwater treatment system.
The facilities shall be constructed as shown on the approved plans. This permit shall become voidable unless
the facilities are constructed in accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of
this permitted facility, a certification must be received from all appropriate designer for the system installed
certifying; that the permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification.
I f the stormwater system was used as an Frosion Control device, it must be restored to design condition prior
to operation as a stormwater treatment device, and prior to occupancy of the facility.
9. A modification must be permitted prior to any construction. The following items will require a modification
to the permit. The Director may determine that other revisions to the project should require a modification
to the permit:
U. Any revision to the approved plans, regardless of size.
h. Project name change.
C. 1'ransfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
C. Further subdivision, acquisition, or sale of the project area. The project area is dcf ined as all property
owned by the permittee, for which Sedimentation and Lrosion Control Plan approval was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
10. A copy of the approved plans and specifications shall be maintained on file by the Perinittce'for a minimum
often years from the date of the completion of construction.
4

State Stornlwater Management Systems
Permit No. SW8 010216
11. The permittee shall submit final site layout and grading plans for any permitted future areas Shown oil the
approves{ plans, prior to construction. If the proposed 13UA exceeds the pemitled amount, a modification
to the permit must be submitted and approved prior to construction.
12. Prior to the sale of any portion of the property, an access/maintenance easement to the stormwater facilities
shall be granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale
of any portion of the property,
13. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area.
14. The Director may notify the permittee when the permitted site does not meet one or more of the nlininlum
requirements of the permit. Within the tinge 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 ecrtlficatlon to writing to the Director that the changes have been made.
15. The permittee shall notify the Division of any name, ownership or malling address changes within 30 days.
Ill. GENERAL CONDITIONS
"phis 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.
Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute
143-215.6A to 143-215.6C.
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 inlnlediate corrective action, including those as may be required by this Division,
such as the construction of additional or replacement stormwater management systems.
'['lie permittee grants DENR Staff permission to enter/ the property for the purpose of inspecting all
components of the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance or termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual.
Permit issued this the l4th day of March, 2001.
NORTH CAROL,INA ENVIRONMf NTAI_ MANAGEMENT COMMISSION
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 010216

11
CLARENDEN OFFICE PARK
Shallotte, North Carolina
HYDROLOGIC AND HYDRAULIC CALCULATIONS
for
Erosion Control and Stormwater Management
December 2000
East Coast Engineering Company, P.A.
Shallotte, North Carolina
RECEIVED
FFR 0 9 2001
DWQ
PROJ # OL Z I (e

STORMWA TER DETENTION POND CALCULATIONS SUMMARY
Project Name Clarenden Office Park
Designer SMH Date 1216100
Area Draining to Pond (ADP)
Current Project 96700 SF 2.220 AC
Contingencyl 5000 SF 0.115 AC
Total 101700 SF 2.335 AC
Built -Upon Area (BUA)
Current Project:
Medical Facility
4992
SF
0.115 AC
"Future" Medical Facility
4160
0.096 AC
3 - 1800 SF Buildings
5400
0.124 AC
Concrete Walkways
5340
0.123 AC
Drives/Parking
28000
SF
0.643 AC
Drives/Parking Future Growth
17000
SF
0.390 AC
Total
64892 SF
1.490 AC
BUAIADP
0.638
Runoff from 1" Rainfall
5291 CIF
85% or 90% TSS Removal
90
Pond Depth
L.J FT
SAIADP Ratio
0.0458
Water Surface Areas
Elevations
Minimum Required at Normal Pool 4658 SF
Amount Proposed at Normal Pool 1 47721 SF
Amount at Storage Pool 5828 SF
Bottom
10 FT MSL
Normal Pool
15 FT MSL
Storage Pool
16.1 FT MSL
Flood Pool
17.1 FT MSL

STORMWATER POND DRAWDOWN CALCULATIONS
PROJECT NAME Clarenden Office Park
DESIGNER DMCISMH
DATE 1216100
NORMAL POOL:I
elevationj
15.001
surface area
47701 sf
I
I
I
?
I
I
STORAGE POOL:I
elevationi
16.10 ft.
msl !
surface areal
5828 sf
I
I
!
I
I I
ORIFICE:!
elevation
15.0ft. msl I
diameterl
1.125 inches
!
1
!# of ORIFICES
1
!
I
I
I
I
j Time Increment for Drawdown:
hr
1
I
I
I
! I
I
Drop in
End
Begin Water j
Orifice #
j
Incremental
Drop in Water !
End Water
Time (Hr) !
Elev. (ft msl)
j Head (ft) I
Q (cfs) I
Vol. (cf)
Surface (ft) j
Elev. (ft msl)
0 !
16.1
1 1.10 j
0.0349 !
251
; 0.0474 j
16.05
2 I
16.05
j 1,05
0.0341 j
246
0.0425
16.01
4 I
16.01
1 1.01 I
0.0334 !
241
I 0.0419 !
15.97
6 j
15.97
! 0.97 !
0.0327 I
235
! 0.0413 !
15.93
8 j
15.93
0.93 !
0.0320
�230
! 0.0407
15.89
10 j
15.89
! 0.89 !
0.0313
225
! 0.0401 !
15.85
12 E
15.85
0.85 j
0.0306
220
! 0.0394 !
15.81
14 !
15.81 7
0.81 !
0.0299
215 - -
I 0.0388
1 15.77
16 !
15.77
0.77 j
0.0291
210
0.0381
j 15.73
18 I
15.73
I 0.73 j
0.0284 I
204
! 0.0374
! 15.69
20
55.69
I 0.69 j
0.0277 1
199
0.0366
! 15.66
22 I
15.66
I 0.66 j
0.0269 I
194
; 0.0359
15.62
24
15.62
! 0.62 I
0.0262 j
188
0.0351
15.58
26 I
15.58
I 0.58 !
0.0254
183
! 0.0343
I 15.55
28
15.55
0.55
0.0247
178
! 0.0335
! 15.52
30 !
15.52
I 0.52
0.0239
! 172
0.0327
! 15.48
32 j
15.48
I 0.48
0.0231
j 167
0.0318
! 15.45
34 I
15.45
j 0.45 I
0.0224
1 161
? 0.0309
! 15.42
36 (
15.42
0.42 j
0.0216
! 155
1 0.0300
I 15.39
38 !
15.39
!
0.0208
150
I 0.0291
I 15.36
40
15.36
_0.39
0.36 j
0.0200
144 ^
! 0.0282
! 15.33
42 !
15.33
! 0.33 !
0.0192
138
! 0.0272
! 15.31
44 j
15.31
! 0.31
0.0184 J
133
I 0.0262
! 15.28
46 !
15.28
1 0.28
0.0176
I 127
! 0.0252
! 15.26
48
15.26
0.26 j
0.0168
j 121
0.0241
! 15.23
50 j
15.23
1 0.23 1
0.0160
I 115
I 0.0231
j 15.21
52
15.21
! 0.21
0.0152
j
0.0220
1 15.19
54 j
15.19
j 0.19 1
0.0144
_109
j 103
! 0.0209
! 15.17
56
15.17
I 0.17
0.0135
! 97
0.0198
15.15
58 !
15.15
I 0.15 I
0.0127
I 91
1 0.0186
I 15.13
60 j
15.13
! 0.13
0.0119
85
0.0175
15.11
62 j
15.11
! 0.11 !
0.0110
1 79
I 0.0163
j 15.09
64 j
15.09
! 0.09
0.0102
! 73
I 0.0151
15.08
66 j
15.08
1 0.08 j
0.0093
1 67
! 0.0138
! 15.06
68 j
15.06
0.06 !
0.0085
j 61
1 0.0126
15.05
70 f
15.05
_
0.05 !
0.0076
j 55
I 0.0113
! 15.04
72 j
15.04
j 0.04 !
0.0067
48
! 0.0101
j 15.03
74 !
15.03
I 0.03 j
0.0058
i 42
1 0.0087
! 15.02
76 I
15.02
! 0.02 I
0.0049
I 36
0.0074
! 15.01
78 j
15.01
j 0.01 !
0.0040
! 29
i 0.0060
15.01
80 1
15.01
1 0.01 1
0.0031
1 22
1 0.0046
I 15.00

POND VOLUME CALCULATIONS
ELEVATION
SURFACE AREA (SF)
INCREMENTAL VOLUME (CF)
ACCUMULATED VOLUME (CF)
(FT MSL)
FOREBAY
MAIN POND
FORE13AY
MAIN POND
FOREBAY
MAIN POND
10
60
681
_
_
104
864
104
__-
864
11
148
1047
_
_
207
1245
311
2109
1-2
266
1442
_
--
�-
-
--� 340_._�
1654
651 �
3763 --
13
413
1866
501
2093
1151
5856
14
--- 588
2320
_
845
2995
1996
8851
15
1102
3670
___
_
_
_
1236
_
4014
3232
12864
16
1370
4357
139
439
3371
13303
16_.1-
1400
4428
_
_
�
-
1382
4276
4752
17579
17
1670
5074
FOREBAY VOLUME FROM BOTTOM TO NORMAL POOL,FV 1996 CF
MAIN POND VOLUME FROM BOTTOM TO NORMAL POOL,MV 8851 CF
TOTAL POND VOLUME FROM BOTTOM TO NORMAL POOL, TV 10847 CF
FV/3V= 0.184
TOTAL POND VOLUME BETWEEN NORMAL POOL & STORAGE POOL 5828 CF

PROJECT NAME Clarenden Office Park
Designer DMCISMH
Date 12/6100
BACKWATER
STRUCTURE I.D.
TYPE FLOW HEAD ELEV.
FLOWRATE (cfs)c�`"�;1,0 6.
PIPE 0.52 14.52
PIPE DIAMETER (in.)
WEIR 0.48 16.58
INVERT -IN ELEV., ­;;12
ACCEPTED BACKWATER ELEVATION IS .
INVERT -OUT ELEV.;;<C;'=`11;
THE NIGHER OF THE TWO CALCULATED.
TYPE PIPE ; ^ ,!�,�DPE.
ANNING S N VALUE
PIPE LENGTH (ft.)
JwJ
Cd (Discharge Coef.) �uta`62
ISER DIAMETER (in) �� �; .30`
Pipe Area (so
RISER ELEVATION"
,.
Wetted Perimeter (ft) "' >:�6:284
WEIR FLOW C0EF. :': ''4'
Hydraulic Radius
TAILWATER ELEV.
REFERENCE: Civil Engineering Reference Manual, pages 5-19 & 5-20. TYPE 4 PIPE FLOW (submerged outlet) is conservatively
assumed due to the fact that flood conditions are being considered.
N Values: Use 0.12 for smooth wall HDPE or concrete. See manufacturers literature for CMP.
Cd Values: Use 0.62 for square -edged openings unless know that opening will be rounded or projecting outward.

PROJECT NAME
Designer
Date
Clarendon Office park
SMHIDMC
12/6/00
STRUCTURE I.D.
SD=1 SD:2 SD;31�3 r4-%SD
4�„' A`'SD 5
a s SD-6. v SD 7 s : L57-1SD:8f m ;;'SD-9 � SD 10 � r�5D=11
LSD^12
s-`nSD:13 SD 14•c?
FLOWRATE (cfs)
PIPE DIAMETER (in.)
INVERT -IN ELEV.
INVERT -OUT ELEV.
TYPE PIPE
MANNING'S N VALUE
PIPE LENGTH (ft.)
Cd (Discharge Coef.)
RISER DIAMETER (in.)
RISER ELEVATION
WEIR FLOW COEF.
3.2
18
17.7
17.2
HDPE
0.012
30
0.62
0
0
4.0
2.0
15
20.6
18.2
HDPE
0.012
65
0.62
0
0
4.0
1.6
15
21.2
20.6
HDPE
0.012
100
0.62
0
0
4.0
0.5
15
18.0
17.7
HDPE
0.012
27
0.62
0
0
4.0
2.9
18
17.4
17.2
HDPE
0.012
65
0.62
0
0
4.0
2.3
15
18.1
17.4
HDPE
0.012
88
0.62
0
0
4.0
1.5
15
18.6
18.1
HDPE
0.012
64
0.62
0
0
4.0
0.6
15
20.6
18.6
HDPE
0.012
52
0.62
0
0
4.0
2.9
18
13.8
13.5
HDPE
0.012
55
0.62
0
0
4.0
2.6
15
14.2
13,8
HDPE
0.012
80
0.62
0
0
4.0
1.5
15
14.7
14.2
HDPE
0.012
75
0.62
0
0
4.0
0.4
15
16.2
14.7
HDPE
0.012
122
0.62
0
0
4,0
1.2
15
14.5
14.0
HDPE
0.012
30
0.62
0
0
4,0
9.0
24
13.5
13.0
HDPE
0.012
30
0.62
0
0
4,0
TAILWATER ELEV.
18.70
19.45
21.85
18.95
18.70
18.85
19,35
19.85
16.97
17.12
17.41
17,50
16,60
16-60
Pipe Area (so
1.7674
1,2273 -
1.2273,
1.2273'
1.7674 -
-. . 1.2273 - _
.1.2273 :.
1.2273 �
_ 1.7674 -
1.2273
1.2273
= 11273
1.2273
3.1420 -
Wetted Perimeter (tt),
4.713, .
19275,
3.9275
3.9275 t
i 4.713.:_:
3.927 5.
3.9275 r
3.9275 : ;
.4.713
3.9275 : _
3.9275
:': 3.9275 3.9275
6.284
Hydraulic Radius
0.38 '
0.31
• 0.31 =
0.31 -
0.38
-'0.31`_ .
0.31- ; - :'
0.31 '' = 0.38 s. -'
0.31.'
0.31'
-' ' 0.31 '
-' -0.31.
0.50
"Pipe" Head (ft.)
0.16
0.16
0.12
0.01
0.15
0.24
0.10
0.01
0.14
0.29
0.09
0.01
0.05
0.37
"Pipe" Backwater Elev,
18.86
19.61
21.97�
18.96
18.85
19.09
19A5
_ 19.86
17.12
17.41
17.50
17.51
16.65
16.97
'Weir" Head (t.)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
"Weir" Backwater Elev.
0.00
000
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
ACCEPTED BW ELEV-- -.. `"' --
1$86 > 1961 21:97, , 18 96_ .3 18.85�19:Q9 ..; =19.45.,• . a 19'.86
REFERENCE: Civil EngineeringEngineesing Reference Manual pages 5-10 & 5-20. TYPE 4 PIPE FLOW (submerged outlet) is conservatively
assumed due to the fact that flood conditions are being considered.
t;17'12 . �� °.17.4 17:50
:y17 51",:16:65 16.97 "`rx
N Vakres: lice DI21m smooth wal HDPE or comete. See marofachsem Ideratme fm CMP.
Cd Values, Use 0 62 for squre-edged operinps Lffks krrow Cut open:g wi he rounded or fenjestig oulwnd.
Talwatu Ele-Som: The taikrarcr elevation is mpmd to the baokmie, elevation of the tystseem pipe, the a1 ore elevation of me envy pipe pt n the pie dometu ( due to pipe Fo being coneideredj,
01 V* weir backwater elevation, whi&-a is greater.

PROJECT NAME Clarendon Office Park
DESIGNER DMCISMH
DATE 12/6100
STRUCTURE
I.D.
Q
(cfs)
Minimum
Perimeter
Required
(ft.)
Minimum
Open Area
Required
(sf)
Proposed
Neenah
Grate
Proposed
Grate
Perimeter
(ft.)
Proposed
Grate
Open Area
(sf)
Cl-1 0.65 1.04
0.23
R-3246
5.80 I
1.60
CI-2 j 0.43 0.69
0.15
j R-3246
5.80
1.60
Cl-3 1.60 2.57
0.56
R-3246
5.80
1.60
Cl-4 0.62 0.99
0.22
R-3246
5.80
1.60
CI-5 0.67 1.07
0.23
I 0.35
R-3246
5.80
1.60
CI-6 j 0.99 1.60
R-3246
I 5.80
1.60
CI-7
0.62 1.00
0.22
R-3246
5.80
1.60
-CI-8 0.25
0.41
I 0.09
R-3246
5.80
1 1.60
C 1-9
1.16
I 1.87
0.41
R-3246
i 5.80
! 1.60
CI-10
1.07 j 1.72
I 0.38 R-3246
! 5.80
! 1.60
CI-11
0.42 ; 0.68
0.15 R-3246
5.80
31 1.60
CB-1
0.52
I 0.84
0.18
I R-3246
5.80
1.60
f
I
I'
NOTES: Min. Perimeter = QI(C"(H"1.5))
where C=3.0 and H=0.35
Min. Open Area = QI(C*(2*G*H)"0.5)
where C=0.6, H=0.35, & G=32.2

East Coast EngineQring JOB e 1& 044
Company, P.A. SUBJECT
P.O. Box 2869 SHEET NO. 0
Shallotte, North Carolina'_3469 CALCULATED BY
910.754.3029 O) 910.754-8049 Fax.) SCE DATE
-- ...... ._..
— ...............
4
..... . f-- 7...
.
7.............
4:9n it
.
......... .
s.r:
.................................. .....
_ ... �_ ...�_...�... ..........
....___..._....._... _..
...... .__;-_••i.... ..
._;._..i....}.... ...
_...... {.... {.... p........y....}'--v...;--•_
-- _ ' .lr:l _ + .:__ :.4.`= :!
"u G:�
Nr�[`L;,/Qs}. y
1
.�:�-!r'.i.:l�t^F _
.T_CCr...ir.�r:
.
J_'
• • •
____� _•• +--..1....r_..�...
i•...�
r....:. � +....
..•.s=:gyp .._+....r....
/-
.. ...; : :{'__�•
_�S _/,;�
.
.
f:
_=..............
r
1
i _1.�+.✓-iLY..�L�r
�..:..............
. .
.
.................. ......
MANNING'S FULL FLOW IN PIPE
Pipe Diameter (im) g
_ .
—
Type Pipe ttHIJI?E
•
"ValueSlope
'9{[
+:,I
rY,e,:
_;.. ..Y...;_ -
---
Flow Area (SF) 1.7663
Wetted Perimeter (FT.) 4.7100
..}. .�. _f...{.
Hydraulic Radius (FT.) 0.3750
. ' .. .}..
.. _.;. _.
Velocity (FPS) 7.34
..►. .>.. •
Flowrate (CFS) 13.0
.
.I... ....ti-.i..-c

Appendices
I
I
3 5 10 20 50 100 200 500 1000
Q I Gs Discharge (ft3/sec)
w +c.
Curves may not be extrapolated.
Figure 8.06a Design of outlet protection protection from a round pipe flowing full, minimum tailwater condition (T,,, < 0.5 diameter).
0
Rev. IZM '�O `� 8.06.3

East Coast
Engineering Company, P.A.
Fax: 910.754,8049 Consulting Engineers
Office: 910.754.8029
February 6, 2001
Ms. Linda Lewis
Water Quality Section
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Re: Claraden Office Park
Shallotte, North Carolina
High Density Stormwater Submittal
Dear Linda:
4918 Main Street
Post Office Box 2469
Shallotte, NC 28459
RF C; F,IVED
FEB 0 9 2001
BY: <-)8d/a 2-/4
n Vv
Enclosed is our submittal pakage for the subject project. Please note that this project is
a proposed commercial office park that has been designed as a "high density" stormwater
project.
The following presents the various components of our enclosed submittal package:
1. Two (2) sets of the appropriate plan sheets (i.e. sheets 1, 2, 3, 4, 5, 6, 7 & 8),
2. Two (2) sets of the supporting Hydrologic and Hydraulic Calculataions,
3. One (1) original and one (1) copy of the "Stormwater Management Permit
Application" form,
4. One (1) original and one (1) copy of the "Wet Detention Basin Supplement" form,
and,
5. A check in the amount of $420 to cover the required application fee,
As always, we appreciate your prompt attention to this matter and look forward in
hearing; from you soon. Should you have any questions, concerns or require any additional
information, please contact us at your earliest convenience.
Sincerely,
Alan . Lewis, Vice -President
Project Manager
Enclosures
pc: Mr. Richard and Cathy Bryan, Owner's Representatives w/Enclosures
File: 00-0409 (Smith Ave Medical/Office Park, Shallotte, NC)

Entity Nanies
littp://www.secretary. state. nc. us/Corporations/Cot-p.asp?5291715
IE
Date: 3/14/2001
Document Filings
Corporation Names
Name
Clarendon Development, LLC
Limited Liability Company Information
SOSID: 0569457
Status: Current -Active Name
Date Formed: 11/7/2000
Citizenship: Domestic
State of Inc.: NC
Duration: Perpetual
Registered Agent
Agent Name: Hollowell, Edward E., J.D.
Registered Office 2840 Plaza Place
Address: Ste 300
Registered Mailing
Address:
Raleigh NC 27612
2840 Plaza Place
Ste 300
Raleigh NC 27612
Corpora tioils
Name Type
Legal NC
I of 1 03/14/2001 2:35 ['M

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