SW7980513_HISTORICAL FILE_20071101

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
ISTORICAL FILE
(❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Permit Number SW7980513
Central Files: APS _ SWP -
7/10/2018
Permit Tracking Slip
Program Category
' O
tatus
o 7
Project Type
Renewal with
State SW
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major mod
Permit Type
State Stormwater -
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Version
2.00
Permit Classification
Individual
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Primary Reviewer -
QYOSij�y n Vpp[Pps�O�/P_ Permit Contact
Affiliation
roger.thorpe
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Coastal SWRule
Coastal Stormwater - 1995
Permitted Flow
Facility COm, . 53 rV/
0
Facility Name /(„¢� 9( ac = 65 Major/Minor Region
Currituck Commercial Center L/ Minor Washington
Location Address County
US 168 Currituck
Moyock
NC 27958
Facility Contact Affiliation
zs��43s 6i3/
Owner �.iyr/✓G�<on n. C]S- poi /MG
Owner Name Owner Type
Currituck Commercial Center POA Inc T Non -Government
/2� �u Y>'rTrc.)<�o HiiirPK(�• Owner Affiliation 'CY1/ G
. Thomas O. Virrick VIA n
MoUS/OGt� President
279Sg
Dates/Events
Scheduled
Ong Issue App Received Draft Initiated Issuance
10/30/1998 7/2/2007
Regulated Activities
State Stormwater - HD - Detention Pond
Outfall
Public Notice I Iss� ue �
Effective Expiration
11�7
11 /l /2007 11 /1 /2021
Requested /Received Events
Deed restriction requested
Deed restriction received
Additional information requested
9/10/07
Additional information received
9/27/07
Waterbody Name n/a•-�i4wts�Rj (/�_ 0.3-0 /- J*amindex Number Current Class
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
November 1, 2007
Dr. Thomas O. Vinick, President
Currituck Commercial Center Property Owners' Association, Inc.
112-A Currituck Commercial Drive
Moyock, NC 27958
Dear Dr. Vinick:
Coleen H. Sullins, Director
Division of Water Quality
Subject: Permit No. SW7980513 Renewal & Name Change
Currituck Commercial Center Property Owners' Association, Inc.
High Density Stormwater Project
Currituck County
The Washington Regional Office received a completed Stormwater Renewal and Name Change Application
for the subject project on June 28, 2007. Staff review of the files and an on site inspection has determined that the
project will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit
No. SW7980513 dated November 1, 2007 to Currituck Commercial Center Property Owners' Association, Inc. for a
wet detention pond to serve the Currituck Commercial Center located in Moyock, NC.
This permit shall be effective from the date of issuance until November 1, 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 or permit conditions.
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 27699.6714. Unless such
demands are made this permit shall be final and binding.
If you have any questions, or need additional information confeming this matter, please contact Roger
Thorpe or me at [phone].
Sri cerely, I
Al Hodge, Regional Supervisor
Surface Water Protection Section
Washington Regional Office
cc: Bissell Professional Group
Russell E. Twiford
Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet: �c�nr.nc�ratereualitv.ore
943 Washington Square Mall Phone [phone]
Washington, NC 27889 Fax [phone]
NorthCarolina
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State Stormwater Management Systems
Permit No. SW7980513
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
Currituck Commercial Center Property Owners' Association, Inc.
Currituck County
FOR THE
continued, 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 Currituck Commercial Center
located in Moyock, NC.
This permit shall be effective from the date of issuance until November 1, 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 page
2 of this permit, the Project Data Sheet.
3. A maximum of 16.4 acres of built upon area is allowed.
4. All stormwater collection and treatment systems must be located in either dedicated common areas or
recorded easements. The final plats for the project will be recorded showing all such required easements, in
accordance with approved plans.
5. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of
the permit.

DIVISION OF WATER QUALITY
PROJECT DATA
Project Name:
Currituck Commercial Center
Permit Number:
SW7980513
Location:
Currituck County
Applicant:
Currituck Commercial Center Property Owners' Association, Inc.
Mailing Address:
112-A Currituck Commercial Drive
Moyock, NC 27958
Application Date:
6/28/2007
Receiving Stream:
UT to Northwest River
Classification of Water Body:
SC
Total Site Area:
25.96 ac
Total Impervious allowed:
16.4 ac
Wet Pond Depth:
4.0 ft
Required Storage Volume:
67,654 cf
Provided Storage Volume:
78,433 cf
Required Surface Area:
45,233 sf
Provided Surface Area:
46,728 sf
Controlling Orifice:
3.0 inch

6. No homeowner/lot owner/developer shall be allowed to fill in, after, 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.
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.
8. 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.
11. SCHEDULE OF COMPLIANCE
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 the life of the
project.
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 filing 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 1 st day of November 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
forColeen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7980513

RECEIVED Michael P. Easley, Governor
William G. Ross Jr., Secretary
2 n ri 2 cunru7 North Carolina Department of Environment and Natural Resources
JUI`v �
Nan W. Klimek, P.E. Director
)INOVAR® Division of Water Quality
COASTAL STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION:
1. Stormwater Management Permit Number: sw 7980513
2. Permit Holder's name: Russell E. Twiford
3. Signing official's name: Russell E. Twiford Title: Developer
(person legally responsible for permit)
4. Mailingaddress: 2129 Rivprshore Road City: Elizabeth City
State: NC ZipCode:27909 Phone((252)335'0-187JFAX: [phone]
(Area Code and Number) (Area Code and Number)
II. NEW OWNER / PROJECT / ADDRESS INFORMATION
1. This request is for: (please check all that apply)
x a. Change in ownership of the property/company (Please complete Items #2,
#3, and #4 below)
b. Name change of project (Please complete Item #5 below)
x C. Mailing address change. (Please complete Item #4 below)
d. Other (please explain):
2. New owners name to be put on permit: Currituck Commercial Center POA Inc.
3. New owner's signing official's name and title: nr- Thomas D. Vinick
President
(Title)
4. New Mailing Address: 11?_A Currituck CommerciaQity: Moyock,
Dt.
State:�r ZipCode: 27958 Phone: [phone] FAX: [phone]
(Area Code and Number) (Area Code and Number)
5. New Project Name to be placed on permit:
Page 1 of 2
Nona Qnrolina Division of Water Quality Internet: www.nc�eaierqualitv.ore
943 Wushingtou Square Mill Phone[phone]
Washington, NC 27889 Fax [phone]
NorthCarolina
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PERMIT NAME/OWNERSHIP CHANGE FORM
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF WATER
QUALITY UNLESS ALL OF THE APPLICABLE ITEMS LISTED BELOW ARE INCLUDED
WITH THE SUBMITTAL.
REQUIRED ITEMS:
This completed form.
2. Legal documentation of the transfer of ownership.
3. A copy of the recorded deed restrictions, if required by the permit.
4. The designer's certification, if required by the permit.
5. A signed Operation and Maintenance plan, if a system that requires maintenance will
change ownership.
6. Maintenance records.
CERTIFICATION MUST BE COMPLETED AND SIGNED BY BOTH THE CURRENT PERMIT
HOLDER AND THE NEW APPLICANT IN THE CASE OF A CHANGE OF OWNERSHIP.
FOR NAME CHANGES, COMPLETE AND SIGN ONLY THE CURRENT PERMITTEE'S
CERTIFICATION.
Current Permittee's Certification:
I, Russell E. Twiford , attest that this application for a name/ownership
change has been reviewed and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be
returned as incomplete.
Signatu
New Applicant's Certification: (Must be completed for all transfers of ownership)
June 27, 2007
I, Thomas 0.yinicx , attest that this application for an ownership
change has been reviewed and is accurate and complete to the best of my knowledge. I
understand that if all required parts thislication are not completed and that if all required
supporting informatio and attac ments a not included, this application package will be
returned as incomole e.
Signature:
Date: G 0
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
North Carolina Department of Environment and Natural Resources
Division of Water Quality, SWP
943 Washinton Square Mall
Washington, NC 27889
Page 2 of 2

05/04/2006 16:14 252331146H
RUSSELL E TWIFMD
PAGE 04
MttUSKQ)NAL
IERTIFIf Air
WASTEWATER COLLECTION SYSTEM
CURRITUCK COMMERCIAL CENTER
(Currituck County, NC)
F
RECEIVED
JUN 2 8 2007
®WQ-WARO
f, Mark & Bissell, 1'X-, as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to periodically observe the construction of
the project known as the Wastewater Collection System for Currituck Commercial
Center located In Moyock, North Carolina hereby state thaly to the best of my
knowledge and belief, based upon the limited observation provided a review of the
on, and a final
ect as
constructed, due care a ans ofd diligence were used in the projectlconstruon of ction psuch that
the Currituck Commercial Center portion of the project was built within
substantial compliance and intent of the approved plans and speclficafions as
approved under NC Division of Water Quality permit no. WQ 15053, dated 6-I8-98
Sign
Regi:
Date
4417 N. Dualan Hwy. a 1?O. 6ox 1069 a Kllty 14awk. NC 27949
252.261.3266 ■ 1 ax: 252-26f-1760 a E-mail: bpg inc�Inlerpalh.cum

North Carolina Secretary of State
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitem Id=4924264
CORPORATIONS
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
Corporations Home
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Printable Page
PO Box 29622 Raleigh, NC 27626-0622 i.9t9j807-2000
Date: 9/12/2007
Click here to:
View Document Filings I
Corporation Names
Name Name Type
NC Currituck
Commercial
Center Property Legal
Owners' Assoc.
Inc.
Non -Profit Corporation Information
SOSID:
0466202
Status:
Current -Active
Date Formed:
7/30/1998
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Vinnick, Thomas
Registered
112A Currituck
Office Address:
Commercial Drive
Moyock NC 27958
Registered
112A Currituck
Mailing
Commercial Drive
Address:
Moyock NC 27958
Principal Office
No Address
Address:
Principal Mailing 588 Carotoke
Address: Currituck County
Moyock NC 27958
II oft
9/12/2007 3:48 PM

Permit No# SN77980513
WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT�tjg,p g
Maintenance activities shall be performed as follows: JUN 2 8 2007
1. After every significant runoff producing rainfall event and at least monthly: B11A Q-W fl RO
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulatilonn,NNVV tlmHHf 1 lJ
vegetated cover, and general condition.
b. Check and 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 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads' feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)-
i
1
17 Permanent Pool Elevation
SCd inICm Ren anal EI. 7d 'o
-------------- Sediment Removal Elevation 7>96
BU on
Bottom Elevation 25°%
FOREBAY 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.

7. All components of the wet detention basin system shall be maintained in good working order.
8. Remove all trees and heavy woody vegetation from the basins and dike walls.
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: Dr. Thomas 0. Vinick
Title: President, Currituck Commercial Center,POA, Inc.
Address: 112—A Currituck Commercial Dr., Moyock, NC 27958
4
Phone: 435-6 a
Signature:/
Date: 6' f�7/0'
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.
I, /J A 1/ P j7 fit% G 1%. S' , a Notary Public for the State of410414 �X%!�L%/✓�,
County of p/v^SQGGr) j 4 JU X ado hereby certify that AJ
personally appeared before me this day of TUA)K D6and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
My Commission Et
March 18, 201
My commission expires

00:' 11/'2L:.37 17: 38
2523.311468
RIJSSELL E TWIFORD
PAGE 01
vq n I
r� J
Uj T
r-
ra ,
Mr, Russell E. Twiford
2125 Rivershore Road
Elizabeth City, NC 27909
Dear Mr. Twiford:
Michael F. Easley'. Governor
William (i Boss Jr, Secretary
riorth Otolum oclin tmmnl ulFon iruuntcui and Natural Kc5m—d4
September 10, 2007
Subject: Stormwater Review SW79EI0513
Curriluck Commercial Center Permit Renewal
Currituck County
1, Dian I1. Sullins. Director
Division of Water Qualiq'
This office received a Coastal Stormwater permit renewal and name change application for the subject
project on June 28, 2007. A preliminary review of your project indicates that before a Stele Stormwater permit can
be issued the following additional information Is needed:
Please submit an engineers certification that the wet detention pond serving this project has been
built according to the approved plans. This certification is required by Part II. 6. of permit SW7980513
issued October 30, 108.
The above requested information must be received in this office prior to October 10, 2007 or your
application will be returned as incomplete. The return of this project will nece 3itate 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 a Stormwater permit is required for continued operation of the treatment
system. Operation without a permit is a violation of 15A NCAG 2H,1000 and North Carolina General Statute 143-
215.1 and may result in civil penalties of up to $25,000 per day.
If you have questions, please feel free to contact me at [phone].
Sincerely,
Ra er K. Thorpe
Environmental Engineer
Washington Regional Office
Enclosure
cc: Washington Regional Office
Bissell Professional Group
L , it. F'.4 x
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09,/11/2a07 17:39 2523311468 RUSSELL E TiWIFORD PAGE 02
Project #: SW79ON19
Project Name: Currltvck Commerclel Contor POA, Inc.
County: Currftuck
Dear Mr. Twffrord:
This. office received your stormwater renewal application and $420 Fee on
June 28, 2007.
Your project will be reviewed as soon as possible and you, or your engineer,
w1A be notified if additional Information is needed.
If you have any questions, please feel free to contact a member of the
stormwater review staff at the Washington Regional Office [phone].
V=7
(date) (signed by)

09/11/2007 17:39
2523311668
RUSSELL E TAIFORD
PAGE 03
A.- illam
^gym
�.tJ.S�.11Kf4�i9
FAX/MAIL
G►i i
April 11, 2007
DR. THOMAS 0. VINICK, PRESIDENT
MR. BEANIE SOKOLSKY, TREASURER
MRS. DIANE FEREBEE, SECRETARY
ALL MEMBERS OF CURRITUCK COMMERCIAL CENTER PROPERTY OWNERS ASSOCIATION, INC.
Currituck Commercial Center for the second time, at an additional cost to us in excess of Forty -Three Thousand
Seven Hundred Dollars, and through the ten months free work of David Cross, Realtor, has been brought in
FULL compliance with ALL State and County rules, requirements and regulations; the North Carolina
Department of Transportation has assumed control and management of all the roads in Currituck Commercial
Center, ALL without any expense to the members of Currituck Commercial Center Property Owners
Association, Inc.
What needs to be done NOW is to call/reconvene the annual meeting by the officers; each property owner
should attend or be represented by proxy, elect new officers, who are willing to serve; continue the contract with
Sanders Grading and Excavation to maintain the retention pond and ditch, at an annual cost of approximately
$3,600.00; each tract owner is responsible for the ditch on its property; file the annual report with the Secretary
of State and collect the annual dues, which now should be reduced to $300.00 per tract. In 2004, CCCPOA, Inc.
assumed the management/control of CCC. All of the records/files of CCCPOA, Inc. (we have a copy) are now
in the possession of President Thomas 0. Vinick, D.C.
THANK YOU FOR YOUR COURTESY AND COOPERATION. We have done EVERYTHING
required/requested and we are now completely through with any further obligation/responsibility. Due to recent
spinal surgery, Rosabelle is unable to travel. All of the tracts in CCC since their formation, have more than
doubled in value and with a little combined effort by all the members, will continue to increase. Many hands
make for light work; no ship will sucessfully sail by itself.
WITH BEST WISHES FOR YOUR PRESENT AND FUTURES,
Sincerely yours,
Russell E. and Rosabelle W. Twiford
Attachments:

09t` 11 / 21N07 17: 39
252331145E
PUSSELL E TWIFURD
PAGE 04
Mr. Russell E. Twiford
2125 Rivershore Road
Elizabeth City, NC 279M
Dear Mr. Twiford'.
Michael F. Easlcy, Govcrnor
William G. Ross Jr., 5.�,
North Carolina oerienment or Fnvirurlment and Natural Rmurccv
Colem H. Sullins. Dwain
no,isien of Water nualil�
September 10, 2007�
Subject: Stormwater Review SW79OG513
Currituck Commercial Center Permit Renewal
Currituck County
This office received a Coastal Stormwater permit renewal and name change application for the subject
project on June 28, 2007. A preliminary review of your project indicates that before a State Stormwater permit can
be issued the following additional information I9 needed,
1. Please submit an engineers certification that the wet detention pond serving this project has been
built according to the approved plans, This certification Is required by Part If. 5. of permit SW7980513
issued October 30, 1998.
The above requested information must be received in this office prior to October 10, 2007 or your
application will be returned as incomplete. The return of this project will neZrias§Itate resubmittal of all required
items including the application lee. 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 a Stormwater permit is required for continued operation of the treatment
system. Operation without a permit is a violation of 15A NCAC 21-1.1000 and North Carolina General Statute 143-
215.1 and may result in civil penalties of up to $25,000 per day.
If you have questions, please feel free to contact me at [phone].
Sincerely,
R er K Thorpe
Environmental Engineer
Washington Regional Office
Enclosure
cc: Washington Regional Office
Bissell Professional Group
To : Pee P o ^,r Z 4�►—'!'—`'
/I/l4. Avg AI R 6/4141% 4 /�,V4,4Ier
f-Aia ..aa « . .. ro�� •
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4 �� wr4 Orr . w.q.liw.teAi td"84# •te>fisA I'�• e� a• 1R�w 1C.irt*Ilwf
+r'iiw• I' or-rA• slflwfe Ito ol.�r �• eI/� a' hi
fclt aCoo At
e�p
eel Df•.✓L'i•e11F. .rw.7tefu ar•Tl�oai•� F.E.
Nonb Carolina DIvision or Watu Qualit) Interact ••.—' -I n.10.puihry One
943 Washington Square Mall Nhnnc l _'S^ I vJna;4F l Norf`h Cflit,)) f ri a
Washington, NC 2711119 r,r ?i?, 9dh V' I s Natuna//ff

F wArF
�Q 9Q Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
O 'C Coleen H. Sullins, Director
Division of Water Quality
September 10, 2007
Mr. Russell E. Twiford
2125 Rivershore Road
Elizabeth City, NC 27909
Subject: Stormwater Review SW7980513
Currituck Commercial Center Permit Renewal
Currituck County
Dear Mr. Tw'Iford:
This office received a Coastal Stormwater permit renewal and name change application for the subject
project on June 28, 2007. A preliminary review of your project indicates that before a State Stormwater permit can
be issued the following additional information is needed:
1. Please submit an engineers certification that the wet detention pond serving this project has been
built according to the approved plans. This certification is required by Part II. 6. of permit SW7980513
issued October 30, 1998.
The above requested information must be received in this office prior to October 10, 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 a Stormwater permit is required for continued operation of the treatment
system. Operation without a permit is a violation of 15A NCAC 21-1.1000 and North Carolina General Statute 143-
215.1 and may result in civil penalties of up to $25,000 per day.
If you have questions, please feel free to contact me at [phone].
Sincerely,
Ro err Thorpe
Environmental Engineer
Washington Regional Office
Enclosure
cc: Washington Regional Office
Bissell Professional Group
North Carolina Division of Water Quality Internet: m %,c or_ 1��One t,
943 Washington Square Mall Phone (252 ) 946-6481 1 V orth Carolina
Washington, NC 27889 fax [phone] Natumlly

ree Culkcror Certification llwt No Delinquent'1'exa
Are Due. Date .rJ /, o Byrom_: CeniBaliou
oxpira Jun. 61"of the year full0wing certification date.
BOON 6 PAGE 01 37
JUN 2 8 2007
TRANSFER ] AX AM nr
DAl'E/COLLLCI'OR� /f 'YCD7
P"-P—1 by aml oa-m:
M. 11. lio,.l Etto
Hounh.l. Pit,, Ellit & Miland, LLP
I4) Rm 220. EGnly,h Cary, NC 2]90]-0220
OF NORTH CAROLINA
CURRITUCK
IY11MIDINUMNWIIEN, 11
Doc I0: 001989400002 Type: CRP
Recorded: 04/11/2007 et 10:20:19 art
Fee Ant: $17.00 Pepe 1 or 2
E.clse Tex: $0.00
Currituck County, K
Charlene y Deady Register of Deeds
BK998 PD157-158
V/
THI�)SFE51AL WARRANTY DEED made this 12" day of December, 2006 by and
bet cen Russell E. Twiford and wife, Rosabelle W. Twiford (hereinafter referred to as
anrt-Currituck Commercial Center Property Owner's Association, Inc., a North
Cit7lina- unptrtfit cEporation, whose mailing address is 112A Currituck Commercial Drive,
Moyock, North Cslm(inni_7958 (hereinafter referred to as "Grantee"):
WITNESSETH:
That the Grafita has'//gi�v/6it, g an d a conveyed and by these presents does give, grant
and convey unto the Gr4kitcZ6 s-uc ) 3s orsiqd a signs, all of Grantor's right, title and interest in
and to all of those certain lots .g pare`}s of la`r$.9 uatcd in Moyock Township. Currituck
County, North Carolina, and more-particujkr�t,,-1x1scrjlicd,9s follows:
All of the streets and stniieCrip(hwnf way d" wa)lt�trays or easements,
including utility easements, au�mm b se r tlt n 2lescribed on the plat
of Currituck Commercial Ce iter fde in ltt C met 6, Slide 25 of the
Currituck County Registry. ����
All of the commrnt areas or common propetl's is m y hf set that
described on the plat of Currituck Commercutl enuniletl n Plat
Cabinet 6, Slide 25 of the Currituck County Regtitry.�
All of Grantor's rights as the developer, "Declanmt," an t e
"Aplmwing Parry" of Currituck Commercial Center includmg . ror
limited to the Grantor's rights under the Declaration of Restricfit s.a II
Grant of Easements filed in Book 537, Page 458 of the Currituck

BOOK J Ub PAGE 0i5(S
County Registry, and all rectmded amendments thereto, spedfically
including file Gramm s rights under Section 10 of the Currituck
Qmrmercial Center Declaration recorded in Book 537, Page 458 of tire
Currituck County Registry.
This conveyance is expressly subject to the Declaration of Restrictions and Grant of
Easements as amended of record and any other restrictions or easements of record.
Upon delivery and acceptance of this deed which shall be confirmed by the recordation of
this deed in the Currituck County Public Registry, Grantee assumes any and all liability and
responsibility, including maintenance., associated with any of the properties and rights transferred
herewith and shall indemnify and hold Grantor harmless from any claims or demands or expenses
or costs associated therewith.
TO HAVE AND TO HOLD the aforesaid lots or parcels of land and all privileges and
fira
\nces thereto belonging to the Grantee, its successors and assigns.
IN WVN,ESS WHEREOF, the Grantor has duly executed and scaled this document, this
and yE:u fiSst aLwvc written.
-.(SEAL)
Russell E. Twiford
2
R belle W. Twiford Z--J
STATE OF
1, a Notary Pubhc,Wthe�i my or
certify that Russell E. Twiford and-Rtosa�,b/,
day and acknowledged the execution of tnt
Witness my hand and seal this
(AFFIX NOTARY SEA �/
My commission expires: — � — D 7
F Vh—`S,TFFI I om,...l..d.V3dA%:..
OF _PQk
1eau.C.f(„ and State aforesaid,
d, personally appeared before me this
daypf�Qd^1:rkJO.t✓' ,2006.
PUBLIC
0

C eR F�i✓!� C n hn OA
cf Water Ouaety
A. PM11" Howard, Jr., P,E, L)imaor
DIVISION OF WATER QUALITY
October 30, 1998
Currituok ComnercEat Center
Attn: Hr. Russell r. Tuiford_
2E01 fiver Shore Drive
Blic eth City, NC 27909
Subject: StarIDWater peralt No. 380513
Currltuok Commercial Capter
Mlgh Density ltormuster oject
Carrituok County
Dear Tviford:
a Washington Regional Ofrlee received the c plated
Store ter Application for the Subject pro'eat on October 2 , 1998,
Staff�revlaw of the plena and specificate ns has date in
d that
the project, as proDoeed, will comply with the St water
-Regul tlons set forth in Title 1SA NCAC 2M.1000. We are fo ardinq
'pemni No. SW7960513 dated October 30, 199a to Mr. Res�611 E.
--Twifo d. r
his permit shall be effective from the date of ieauanif's
until
Octcb r 30, 2006 and shall be nubjsct to the conditls and
-lirilt tions ac specified therein. Please pay Special etteion to
the O oration and Maintenance requirements in this permit.f lure
toea abliab an adequate 4y8tem for operation sad oairte � nee of
the a -roaster management system will result in future eelpliance
probl me.
f any parts, requirements, or linitatimns contained 11h this
perm are unaoceptabla, Yoe have the .right to reqst an
ad jud calory hearing upon vrltien requeo! vlthtn Lh trty [ 0) days
fall -ping receipt of this permit. Th1a request must Da fir,IhQ torn
of a Wr ittan ps[1 Ci on, conroredng co chapter i5ob of the North
C.aral as General Statutes, and filed Vich__ the Of4ca_. of.
- Adnlri ae [atiVs-Ffea7lhgs. P.O. DT ewer 27667, Rajsigh, NC 27421-7447.
Unlea, such demands are Made this permit. shell be fliml and
i
1
M
bc:
k Commercial Center
ell r. TWlford
30, 1998
You have any Questions, or need eddttianel infornatJ
ag this Matter, please contact Rill Moore at (2s2) 9�
tension 264.
sincerely,
r-a15e Hu 11gaE��
Water Quality Regional Supervisor
Washington Regional office
Professional Group
* County Inspections
.on Regional Office
Files
C
E
N
6
a
Lr

I
i
i
State St -muster Management Syeto=
I
OIVISION Or
WATER QUALITY
Psrm4t uo. ¢N79e0 1]
PROSSCT DATA
STATE OP WORTH CAROLINA
• D19ARTMNT Or SNVIRONMWT AND HATORhL RESOURCES
ProjaFt
t7ame:
Currituek Commercial Cantor
i D1:VIBION OF WATER QQALITy
par,s1
Nuaberl
Sw7880333
SITE BilVi A1R31 H_ AftYP DRVV T
Locet
on:
Cuitituck County
HICN DENSITY DCVEtAn[O'eorr
Anvil
ent:
Yr. Russell E. Twiford
in accordance with the FL r lU,
f Proviel offs of Ar[iO l0 22 or Che
Neill
9 Address:
2201 River Shore Drive
Caner 1 St Of Ho .i Caroline as smanded, and Other eppicabla
G11Ea0eta City, t!C 2�909
Lowe, Rules, and RegViations _
ADpli
tion Date:
5/06/901 original
PERM-ISS.ION 1S NERBBY GRANTED TO
10/38/9A7 complete
Mr. Ruacei! E. Twifnrd
Water
Body Receiving Stormwatas
r Curituek County
Runoff
Northwest River
FOR T8G
Claeeirlcation,of
-
Water Body:
SC
I
coast uCtion, Operatlen and naintammnoe Of atOrmwater manaegement
ayete a in compliance with the provisions of 15A NCAC
Total
Site Mass
25.96 mores
PH.100o
(here a rter referred to as the ^storcreter mlea•) and the n proved
.etarm ygat or management Plana and speolf icstiona end other supporting
3
date ds attached and on flie with and approved by the Division of
Total
Imper. Surfaces Allowed:
16.40 acres 0
Water Qusli ty and considered a pert of tale permit for; a wet
l
o
deteni ion Fond to servo Currituek Commercial Center located at
MoyoC , me.
pond/
ae1n Depth:
4.0 teat
'
This lermtt shall affectiron tee data or Se ettane$ unt11
I
Otto 70, Eooe endd shall be eatjeot to the rollowing spocif led
P.agul
#
ad Surface Aroe1
.45,233 square feet
condi ions and 3imStatlone:
-
I. 1ESIGH ST4amanna_._-_____
I1I
I
1. This peralt is effective Only with respect to the natyre and
velum of atormwater described -in the application and other
uPPotting data.
2. his ¢toln3wwtsceynteu.hae_bsen-approved-for-the-menaAej39ant-ef
Itormwater runoff es desaribad on page a of this pertllt, the
reject Dets Sheet.
?. pprovsd plans and opociflcationa for this project am
t neerporated by reference and ere wnf"I'ablo pa.rta lof the
O cmlc.
Storage Volume: 57,654 Cubic toot
--79-4d3-CVE1C-'f9et—
ling Orifice) 3.0 inch orifice
4
R
CS
5
1
ni
C
CT•

CV
lJ
W
s
a
LL
U
LL
ti
F-
w
J
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W
UO
Q
The posting of this certificate certifies that an erosion and sedimentation control
plan has been approved for this project by the North Carolina Department of
Environment, Health, and Natural Resources in accordance with North Carolina
General Statute 113A - 57 (4) and 113A - 54 (d) (4) and North Carolina
Administrative Code, Title 15A, Chapter 4B.0007 (c). This certificate must be posted at
the primary entrance of the job site before construction begins and until establishment of
permanent groundcover as required by North Carolina Administrative Code, Title 15A,
Chapter 4B.0027(b). C GI 2 a /7-ac e C®°`���u�L C 7 );% !
Yro)ect Name ana c ocauuu
c
Date of Plan Approval Regional Engineer

12/29/2006 10:51 2523311468 RUSSELL E TWIFORD PAGE 06
,..:,9 t9 P c. lei >qn n
:
December 29, 2006
Ms. Gretchen Byrum, PE
District Engineer
NCDOT
1929 North Road Street
Elizabeth City, NC 27909
9C. GvVED
RE: BPG Project # 3427/ Currituck Commercial Center Drainage System
Dear Ms. Byrum:
JUN 2 S 2007
DWQ-WARD
We have performed an as -built survey at Currituck Commercial Center for the purpose
of determining whether the drainage system, including swaies, culverts and conveyance
systems to the off -site drainage facilities, has been constructed in substantial
conformance with the construction plans and/or within a tolerance of 0.2 feet of proper
grades, In accordance with standards promulgated by NCDOT for the purpose of
accepting roads into the state system for maintenance.
The as -built survey showed that a number of culvert pipes had been laid at improper
grades, and several sections of swale (both roadway and collection swales) needed to
be regraded.
Specifications were prepared for corrective action to these drainage facilities. After the
corrective action plan was implemented; an additional as -built survey was performed to
demonstrate compliance with the plan.
Based on this final survey, it Is our opinlon that the drainage facilities serving Currituck
Commercial Center have now been Installed to proper grades within the tolerance
specified by NCDOT, and should therefore be eligible for assumption into the state
roadway system for maintenance. A copy of the as -built survey is included for your
record.
Please let me know if you have any questions or need any additional information in
connection with this project.
Slncerely yours,
BISS
enclosure a/s
cc: Mr.-Russeil Twi ford
( Mr. _David:Crosy
a .;gyp,, �- -4,uwrv,, 11
cC`- i
r 3-4.7-•+4:'
P.O. Box 1068 ■ 3512 N. Croatan Hwy. ■ Kitty Hawk, NC 27949
252-261.3266■ Fax:[phone] E-mail. [e-mail]

\NAT 9
r
RECEIVED Swk-K r7/9/0 7 Michael F. Easley, Governor
William G. Ross, Jr., Secretary
JUIN 2 6 2007 North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
141a� DWO-1A1A p® Division of Water Quality
SURFACE WATER PROTECTION SECTION
COASTAL STORMWATER PERMIT RENEWAL APPLICATION FORM
PERMIT INFORMATION:
Stormwater Management Permit Number: SW7980513
2. Permit Holder's name: Russell E. Twiford
3. Property Owners Name: Currituck Commercial Center POA, Inc.
(if different from permit holder)
4.: Signing official's name: Russell E. Twiford Title: Developer
(person legally responsible for permit)
5. Mailing address: 2125 Rivershore Road City: Elizabeth City
State: NC Zip Code: 27909 Phone: [phone]
(Area Code and Number)
Project Name: Currituck Commercial Center
& Location of Project: (street address) us 168. Mnyork. Currituck County. NC
J. Directions to Project (from nearest major intersection) .42 mile South of the intersection
of Route 168 and SR 1216
10. Specify the type of stormwater treatment (wet pond, infiltration, etc.): wet pond
11. List any changes (from project that was originally approved, attach additional pages if needed) None to pond .
Entire subdivision drainage was surveyed, regraded and -certified
to be in compliance in the course of dedicating the roads to NCDOT
in 2006. See attached documentation.
Applicant's Certification:
I, (print
permit
Signatu
, certify that the information included on this
my knowledge, correct and complete.
: June 27, 2007
Submit this completed form along with an application fee of $420.00, a new signed Operation
and Maintenance Agreement and a copy of the designer's certification to the address listed
below.
North Carolina Division of Water Quality 943 Washington Square Mall Phone [phone] Customer Service 1-877-623-6748 One
Washington Regional Office Washington, INC 27889 FAX [phone] Internet: vi rvnavater ualit .o NOrtllCar0lllla
An Equal Opportunity/Affirmative Action Employer- 50% Recycled110°/ Post Consumer Paper Naturally

Roger,
Mr. Russel E. Twiford called on Thursday at 1:30 to see if we need anything
else for the renewal of his permit #SW7980513. He received your letter
dated September 10 saying that he had a deadline of October 10'h. His
phone number is 252-335-0187 if you need anything else. He says he can
fax whatever you need right away. Please call Mr. Twiford — he seems
pretty anxious to meet the deadline.
Della
10/4/07

10/04/2007 13:12 2523311460 RUSSELL E TWIFORD PAGE 01
roe wnrE9 Mich>wl F. FAsley. Gnvemor
�G wtlliem G. Ross Jr., S"ro4 y
y North C M11M Department of knvironment end Nant®1 Rnsourcas
r
(:plm1 H. Sullins. Dirtc[or
O i Di,hivl of We QWhty
September 10. 2007
Mr, Russell E. Twiford
2125 Rivershore Road
Elizabeth City, NC 21909
Subject: Storrnwater Review sW79OD513
Cunituck Commerciai Center Permit Renewal
Curituck County
Dear Mr. Twdord:
This office received a Coastal Stomrwater permit renewal and name change application for the subject
project on June 28, 2007, A preliminary review of your project indicates that before a State Stormwater permit can
be issued the tolwwing additional information is needed:
1. Please submit an engineers certification that the wet detention pond serving this project has been
built according to the approved plans. This certification is required by part IL 6. of permit SW7980613
issued October 30, 1998.
The above requested information must be received in this office prior to October 1o, 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 a stormwater pernit is required for continued operation of the treatment
system. Operation without a permit is a violation of 1 SA NCAC 2H.1000 and North Carolina General Statute 143-
215.1 and may result in civil penalties of up to $25,000 per day.
If you have questions, please feel free to contact me at [phone].
Sincerely,
C ��
R ar K. Thorpe
Environmental Engineer
Washington Regional Office
Enclosure
cc: Washington Regional Office
Bissell Professional Group
North Cuolim Division of Water Cnlahry Inlema: SIiE e
943 Washington Square Melt Rhone (2521946a48I A)jrffiCarohna
Washington, NC 27U9 Fax [phone] /\/ryturali//

10/j4/2007 13:12 2523311468 RU9SELL E TWIFORLI PAGE 02
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10/04/2007 13:12 252SS11468 RUSSELL E TWIFORD PAGE 03
LPROFEss'UNAL cs0l1P
September 21 2007
NCDENR — Division of "later Quality
Washinglun Regional Office
943 Washinglon Square Mall
Washington, NC 27869
RE: stormwater Permit SW 7980513
Currituck Commercial Center Permit Renewal
Currituck County
Gentiemen:
This is to confirm that we have performed an as -built survey and review of the stormwater
management system serving Currituck Commercial Center, regulated under the referenced
DWQ permit. Following our investigation, corrective actions were Implemented by the
developer last year to bring the stormwater management system into compliance with both
the DWO permit and the NCDOT roadway dralnage standards. Following corrective actions.
we performed a verification survey and engineering review of the Improved facilities this past
December.
Based on that review, the stormwater manpgement syiltem serving Currituck Commercial
Center appears to be In substantla! conformance with the plans and specifications that were
approved under Permit SW 7980513 issued October 30, 1998.
Please let me know if you need any additional Intormalion in connection with this applloation
for permit renewal and name nhenge.
Sincerely yours,
Bissell PrufeJseTort¢YGroup
:.
rk�-Bissell, PE iW� o�
Principal r�•. <�riirc....,
Cc: Mr. Russell E. Twifofd'',a ,S;'61'
Mr. David Cross
P.O. Box 1068 • 3517 N. Croatan Hwy. • Knty Hawk. NG 27949
282-291.3266 0 Fax: [phone] • R-maf: rom

10/54/2007 13:12 2523311466 RUSSELL E 701FORD FADE 04
�1,ff1/.I7Drftefr
April 11, 2007
FAX/MAIL
DR. THOMAS O. VINICK, PRESIDENT
MR. BERNIE SOKOI,SKY, TREASURER
MRS, DIANE FEREBEE, SECRETARY
ALL MEMBERS OF CURRITUCK COMMERCIAL CENTER PROPERTY OWNERS ASSOCIATION, INC.
Currituck Commercial Center for the second time, at an additional cost to us in excess of Forty -Three Thousand
Seven Hundred Dollars, and through the ten months free work of David Cross, Realtor, has been brought in
FULL compliance with ALL State and County rules, requirements and regulations; the North Carolina
Department of Transportation has assumed control and management of all the roads in Currituck Commercial
Center, ALL without any expense to the members of Currituck Commercial Center Property Owners
Association, Inc.
What needs to be done NOW isyo calUreconvene the annual meeting by the officers, each property owner
should attend or be represented by proxy, elect new officers, who are willing to serve; continue the contract with
Sanders Grading and Excavation to maintain the retention pond and ditch, at an annual cost of approximately
$3,600.00; each tract owner is responsible for the ditch on its property; file the annual report with the Secretary
of State and collect the annual dues, which now should be reduced to $100.00 per tract. In 2004, CCCPOA, Inc,
assumed the management/control of CCC. All of the records/tiles of CCCPOA, Inc. (we have a copy) are now
in the possession of President Thomas O. Viniek, D.C.
THANK YOU FOR YOUR COURTESY AND COOPERATION. We have done LVERYTHING
required/requested and we are now completely through with any further obligation/responsibility. Due to recent
spinal surgery. Rosabelle is unable to travel. Ali of the tracts in CCC since their formation, have more than
doubled in value and with a little combined effort by all the members, will continue to increase. Many hands
make for light work; no ship will sucessfully sail by itself.
WITH BEST WISHES FOR YOUR PRESENT AND FUTURES,
Sincerely yours,
Russell E. and Rosabelle W. Twiford
Attachments:

N 1'Ji'll t.i[ ill,
111..1 IChf If (r1gl lAT 0 - 1+II A I t ]411
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5 0 i11.13ridlj.��[Il.>�i.
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10/04/2007 13:12 2523311468 RUSSELL E TWYCIPE, PAGE 06
YWAV0+e
(sae) JZ-M7
Mr. J. D. Sanders
Sanders Grading and Excavating
103 Dances Bay Trail
Elizabeth City, N. C. 27909
Dear J.P..
PfPS Xiae+aiiare 9?md
e1)W41b riil .if in'Y,909
AW
(ASP) ssi-4t6a
Enclosed please find our personal checks payable to your order in the sum of Thirteen Thousand Dollars
( $ 13,000.00) for services and expenses rendered on be half of CURRITUCK COMMERICAL CENTER
PROPERTY OWNERS ASSOCIATI DN, INC. over the past several months.
These payments do not Include services and expenses rendered on behalf of Tract 15 and Tract 5 in the removal
and proper installation of the road culverts on these tracts; please advise us when payment is received.
David Cross has devoted over 350 hours and unknown expenses to this project.
We thank you for your Courtesy and cooperation.
With best wishes for the Holiday Season.
Rosabelle W. Twlford
Enclosures 2
FaxlMall::.: ..
Dr. Thomas O. Vlnick, President
Mrs. Dianna Ferabee, Secretary
Mr. Bernie Sokolsky Treasurer
All Members of CCC POA, Inc.
Mr. David W. Cross; Realtor

10/04/2007 13:12 2523311468 RUSSELL E TWIFORD PAGE 07
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLFY LYNDO TIPPET]'
Govemok 95CM&RY
March 1, 11007
Petition No.: 48191
County: Cunituc.k
Re: CwTiluck Couuueacigl Pllve, Cununerce Dive and
Rosabelle Count bt Cuniiuck Coirunereial Center
Mr. David Cross
429 S. Hughes Blvd.
Elizabeth City, NC 27909,k
Dear Mr. Cross:
Your rave was listed as the cnutact person oil ale above petition for state Maintenance,
And we are pleased to iufonn you that the above roads have been approved for addilioll IQ the .
State Highway System for Maitrieuanee. These additions Were approved by the North Cerolina
Board of Trausponatlon at the Board Meeting of Mmrh t, 2007.
11, of course, will bo iwposslble to nolify ell of the petitioners rogat dwg the addition of
these roads, and I would personalty appreciate it if you would tell tin interested persons for ule.
Division of Highways fteld forces will begin maintaining these roads just as soon as it
can be worked Into their schedule. Any improvement progiamtned fur these toads must be
accomplished within lire uceds for existing Slate Maintained Roads located in this county.
Sincet y,
Q�t
Oremheu A. Byrum, PE
District Engineer '
OAH/ega ,
cc:. ' Mr. Stan Waite, Member
Mr. A: W.'Roper, PE
Mr. W. A. Russell
School Superintrndem w/alta.
Board of t; v"Wasioucra
1929 NOrdX Rood Street, Elizabeth City, NC 27909 Phone; (jt52)331-4737: Fm: (252)3414739

10/04/2007 13:12 2523311468 RUSSELL E TWIFORD PAGE 03
hu,JIL ri^:•;, ti'ew_ _�iH�L � :Sis.,e _L. IWIr_A✓L
I IU. al'� Vbl
a
BOdB i� h PAGE if.1J7
Tu Coumbf Cat WW M That No Dclitg0em Tuff
AN U"e. Ualc14 rr arm: c.ittificetlon
hires ran. 61r n( the year rnDowing cettifmd a) date.
lM'
TRANSFER TAX Alrn T
DATEICOLLF?Ci'OR /�p4
Poper,d by ir.] w. to.
M. H. Hotel Fill+
Homrhal, Wes, fihe rx Ida.cd. L_P
PO Evx a:.0, Frisabr h Ctn•; XC ? iSP7.Or:0
STATE OF NORTH CAMILINA
+OUN"IY OF CURRFRX,K
I N111111111111911
Dec ipD 30``000440002 Type: W
Facorded: 04/11/2007 AT 10-20:10 Ns
Fnti 00 papa r of 2 /
Fnelis fa TppXWOD
6urrltuok Wunty, 1M.
ehorlr,• Y Dowdy R.Ptatrr of Drrda
PK998 P0157-158
THIS SPECIAL WARRANTY DFFD made this 12`b day of [)e"mher, 2006 by and
between Russell E, Twiford and wife, Rosahelle W. Twilotd (hereinafter refened r(j as
"Grantor"), and Currltuck Commercial Center Property Chmer'0 Ammiation, Inc-, a North
Carolina notiytofit corporation, whoa mailing address is 112A Currituck COm'inercial Drive,
Moyoc k, North CarCima 2795c (hereinafter referred to as "Grantee'• 1:
W ITNESSETH:
That the Grantor hat given, granted and t onveyed and by these pr¢ients dw give, gran:
and convey unto the Grantee, its successors and assigm, all of (1-antor's tight, title and imeresr in
and to all of those cert8ir, IOUs or parcels of land siu-mied in Moyrxk Township. Curr)tuck
Cosnry, North l,arolina, and more particularh described as folkyws:
All of the streets mid street rights cf way ,nsd all walkways or easements,
includir g wdiry etuernenu, m may be ter fermi and Gescri(seel .an she plan
c�Cunisuck GommetcW CLmer,%d in Plat Cabinet 6, Slide 25 of the
Conn" Counry Registry.
2, All of the commcn areas or a4tnmOn properties as may be sit forth an,l
described on the plat of Curntuck Contnseroud Cente filed in Plat
Cablr,et 6, Shale 15 of tht: Currirw:k Cciony Registry.
3 All of Grantor's righrs ae the deuein[>er, ' I7eelar mt, " :rod the
' ApltrzYnng Party" of Currihrck Comrnercut( Center including but not
iinsired ro the Gr¢nurr's rights under the Declaration of Restrictions ane
Grant of EeuemerUs filed in Book 537, Pace 458 of die Currituck

10/04/2007 13:12 2523311466 P.USSELL E TWIFORU PAGE 09
project #: SW7980513
Project Name: Currltuch Commercial Genter PDX lnc.
County: Currltuc►r
Dear Mr. Twlford:
This office received your stormwater renewal application and $420 fee on
June 20, 2007.
Your project will be`reviewed as soon as possible and you, or your engineer,
will be notified if additional information is needed.
If you have any questions, please feel free to contact a member of the
stormwater review staff at the Washington Regional Office [phone],
712/07
(slate) (signed by)

10/04/2007 1S:12 2523311468 RUSSELL E TWIFORD PAGE 10
RUSSELL E. TWIFORD
mETTREDI
THE TWIFORD LAW FIRM, F.C.
Attorneys At Law
203 N. ROAD STREET - P.tl. BOX 99
ELI2ARETH Crrr, NC 27907-0099
ELIZABtTil CITY [phone] FAX [phone]
MOVOCK [phone] FAX [phone]
SOUTHERN SHORES (252) 261,-5477 FAX [phone]
RESIDENCE
2125 RIVERSHORE ROAD, ELIZABETH CITY, NC 27904
TEL. [phone] FAX (25V 331-1468

IN04/2007 13:12 2523311468
RUSSELL E TWIFORI1
P413E 11
September 21, 2007
r �;1
I1 �
1 ��I
PRr1FCSSIONAI. GnmUP
r
NCDENR — Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
RE: Stormwater Permit SW7980513
Currituck Commercial Center Permit Renewal
Currituck County
Gentlemen:
This is to Confirm that we have performed an as -built survey and review of the stormwater
management system serving Currituck Commercial Center, regulated under the referenced
DWQ permit. Following our investigation, corrective actions were implemented by the
developer last year to bring the stormwater management system into compliance with both
the DWQ permit and the NCDOT roadway drainage standards. Following corrective actions,
we performed a verification survey and engineering review of the Improved facilities this past
December.
Based on that review, the stormwater management system serving Currituok Commercial
Center appears to be In substantial conformance with the plans and specifications that were
approved under Permit SW7980513 Issued October 30. 1998.
Please let me know if you need any additional information in connection with this application
for permit renewal and name change.
Sincerely yours,
Bissell Profe slbr al Group ,o,(.........
/l // �� �N CA.O,'
Cr 1'
rk Bissell. PE 10''
Principal 7 �itl1
fitF
Cc: Mr. Russell E. 7wifora".,,,,,,,,,,
Mr. David Cross
P C. Bo1 1066 ■ 3512 N. Qeoatan Hwy. ■ Kitty Hawk, NC 27949
282.281.3266a Fax: [phone] • E-mail:bpg*biesellprofessionalgroup.com

10/,04/2007 13:12
2523311488
RUSSELL E TWIFURD
PAGE 12
rfq
o6
r
Mr. Russell E. Tvriford
2126 Rivershore Road
Elizabeth City, NC 27909
Dear Mr. Twlford:
Michael F. Easley, Governor
william G, Rosa Jr.. Secraary
North Cu llna Dcperuneat of Environmem and Noon] Resources
September 10, 2007
Subject.. Stormwater Review SW7960513
Currituck Commercial Center Permit Renewal
Cunituck County
Cnlcen H. Sullins, Direcror
Division of Water Quality
This office received a Coastal Stormwater permit renewal and name change application for the subject
project on June 20, 2007. A preliminary review of your project indicates that before a State Stormwater permit can
be issued the following additional information is needed:
1. Please submit an engineers certification that the wet detention pond serving this project has been
built according to the approved plans. This certification Is required by Pert II. 6. of permit SW7980613
issued October 30. 1998.
The above requested information must be received in this office prior to October 10, 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 a Stormwater permit is required for continued operation of the treatment
system. Operation without a permit Is a violation of 16A NCAC 21-1.1000 and North Carolina General Statute 143-
215.1 and may result in civil penalties of up to $25,000 per day.
If you have questions, please feel free to contact me at [phone].
Sincerely,
li r K Thorpe ��—
Environmental Engineer
Washington Regional Office
Enclosure
CC: Washington Regional Office
Bissell Professional Group
North Caroline Division of Water Quality inrerna'. y_y>+.aG.ly;l{SC11Jalin.ors One
43 Washington Squ Mail Phone(252) 9a6.6481 N Caro Ina
Washinpoon, NC 2788P Fax f252'r945.9215 nivarn /�

1Q/04/2007 13:12 2523311466 RUSSELL E TWIFORD PAGE
BOOK PAR
foWLQ Registry, atsd all recorded arrsencitnenl+ thereto, spccifcell�'
incltK ing the iitlnWt'r rights under Srcticn l0 of the Cumhsrk
Corot Sri. al GenLar p¢ arotier. rzcu'ded in P,a?k 537, Page 456 of the
Cur ituck County Fxgist".
This conveyance is expressly subject to the Declaratiots (�f Resirlctions MId Gran[ of
Easements as amended of record sod any other restrictions or easements of record,
Upon deliver), and acceptance of this dze:l Xbiclr small be confirmed by the recordation'f
this deed in tyre Curricuck Cour.ry Public Fegisrry, GraRLee assumes any and all liability and
reeponsibilitV, including maantenance, associated pith any of the ptGperties and rights tu+nsferied
htnwith and s'.rall indemnify and hold Grantor hAimlen froin any dawns ar dEmortcls or expenses
,)r costs associated therewith,
TO HAVE AND TO ROW the aforesaid tots rs parceis of land and alr' privileges and
appurtenances thereto belonging to the Grantee, its successes and assigns
IN WITNESS WHERFOF, the Grantor has duly executed and sealed this document, this
:he day and year first above writtM.
E. Twifmd
W. Twiford
(SEAU
STATE[]F'-ht)y+? ,W,, COUNTY///1 �lTY_`OF. 0—'%k- (.
1. a Notary Public, of the County or Cih of 4.0 i^�— =_, and State .aforesaid,
certify that Ruvsell E. Twiford and Rosabelle W. Twiford, personally appeared betore me this
day and acknowledged the execution of the foregoing instruinent.
Witxuss my hand and seal this 14 day of l.,.Ck&A rr -s" _ Z006.
(AFFIX NOTARY
My commission expires:
F,W.o`.i.p,ADMR.+ tzl .p..cJ a•••d..dw:aoy yd
Notary Public
Printed Name: I S a nZ 5 jf�r
tioY/.FN
PUSUC
13

7Ne �astalExper'�6
September21, 2007
NCDENR — Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
RE: Stormwater Permit SW7980513
Currituck County
Gentiemen:
RKT
SEP 2 7 2007
DWQ-WARO
This is to confirm that we have performed an as -built survey and review of the stormwater
management system serving Currituck Commercial Center, regulated under the referenced
DWQ permit. Following our investigation, corrective actions were implemented by the
developer last year to bring the stormwater management system into compliance with both
the DWO permit and the NCDOT,roadway drainage standards. Following corrective actions,
we performed a verification survey and engineering review of the improved facilities this past
Decemtier: ``
Based on that review, the stormwater management system serving Currituck Commercial
Center appears to be in substantial conformance with the plans and specifications that were
approved under Permit SW7980513 issued October 30, 1998.
Please let me know if you need any additional information in connection with this application
for permit renewal and name change.
Sincerely yours.
N CARp`
nr. ,
P.O. Box 1068 ■ 3512 N. Croatan Hwy. ■ Kitty Hawk, NC 27949
252-261-3266■ Fax:[phone] E-mail: [e-mail]

10/05/2007 13:41 2523311468
7 rt
r .
Ar. Russell E. Twiford
2125 Rivershore Road
Elizabeth City, NC 27909
Dear Mr. Twiford:
RUSSELL E TWIFuRD PAGE 01
p uu lLu I I..ulb), ULVef""
r William G Ross Jr., Sccretan
Noth Caw Iina Deno rLin cnl yr Iinvirunment and Natuml R.csoutte5
September 10, 2007
Subject: Stormwater Review SW7980513
Currituck Commercial Center Permit Renewal
Currituck County
Coteun 11, Sullins. Director
Division of water Quality
This office received a Coastal Stormwater permit renewal and :amp han annhralinn for the subject
project on June 28, 2007. A preliminary review of your project indicates that before a State Stormwater permit can
be issued the following additional information is needed.
1. Please submit an engineers certification that the wet detention pond serving this project has been
built according to the ,approved plans. This certification is required by Part II. 6. of permit SW7980513
issued October 30, 1996,
The above requested ,information must be received in this office prior to October 10, 2001 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 a Stormwater permit is required for continued operation of the treatment
system. Operation without a permit is a violation of 15A NCAC 2H.1000 and North Carolina General Statute 143-
215.1 and may result in civil penalties of up to $25,000 per day.
If you have questions, please feel free to contact me at [phone].
Sincerely,
R er K. Thorpe
Environmental Engineer
Washington Regional Office
/i�Daw Enclosure !e/6a°r"lt?!b %i w .W °a+ K.4
aJaft
d
cc Washington
Office ,`*st cE U R h •a . !
Bissell Pro Professional Group ti o v '-I" t
e . 1 7"�
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rk AL Ii, �,:, yL a .. r w ! c t C c ►. �
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10/09/2007 13:41 2523311466 RUSSELL E TWIFuRD
1,�•»� �G�+ 11 : 17 LHV 11! �.r,U'oo ti't�L tt �' L FU•.:i�e LL. I W I F�F:U
PASSE 02
r rJ.'91'; Vl7;
Tax Coltettur Crnt&-atton That NO Dd}ageent TmtrF
i4e Due. �maW 67��; CenUlmdoa
taryltee lea. em of the Year WoniR6 eerti&athan date,
TRMSIM TAX aM
L)ATEtCUL TCTOR Qom_
Pteoa.caMr"nsn M
M. n. rta,a Eft
Mo W , Rfey, EtMt & Ma4�d, L:P
PO aw M, WAr bt It Cim NC 2';07-OZZO
STATE OF NORTH CARO1_INA
COUNTY 0F:-lJRRfTUCK
BOOK 9 J 5
PAGE 015 7
I10A1111111111111 1
Doe lu: oo D60"0002 r e: cav
necord.d: Omni/10Dr et i8:xe:to An
0 Ater: Fee 117 t of
Ee AM r x: i00
it
P
eurrjtYGk "vn``r, Mc a
War ene Y Dtredy aeereter of Deeds
am998 Pa157-158
THIS SPECIAL WARRANT}' DU-p rukde this 12'" day of D=111 ar, 2t706 br and
between Rucsell E. Twiford and wife, Rneabelle W. Twifutd (hereinafter refereed to as
"Grantor"), and Currltutk Commetcial Center Property Owner's Association, Inc., a Nnr(h
Carolina nonprofit cotporatinn; whose. mailing address is 112A Currituck Owj neicial Drive,
Moyock, North Carolina 27956 (hereinafter referred to as "Grantee"):
XVITNESSETH:
That tlse Grantot has given, granted and conveyed and by these presents does give, grant
and convey unto the Grantee, its succrrseore and assigns, all of Grauae's tieltt, title and interest in
and to all of those certain, lor$ or parcels of lend situated in Moyock Township. CurTituek
County, North Catoluta, and more particularly described as follows:
All of the screens and street tgfhrs of u qy tend aU walkways or easements,
meluding utiltty erutanents, as may be set forth end described on the plm
of C_'urrhuck C.onunerciai Cencer filed m Plat CaUne! 6, Sh,,le 25,4 the
Curiruck County Registry,
2. All of the camrncm areas or comrnon properties as may be set forth an l
described on the plat of Cunicuck Ctmrmercinl Cents+ filed to Plat
Cabmet 6, Slide 25 of die Currintrk County Registry.
3 • All of Grdritori rrgius as the developer, "Declar=r," and the
"Appmring Parry" of Currituck Cornmer;W Center inclkding but not
Ibnaed ro the Granror's ghts under the Deduration aj Resrricaions and
Crrant of EasErncnfs filed in Book 537, Page 458 of the Currlttwk

10/05/2007 13:41 1523311468 RUSSELL E TWIFOF,D PAGE 03
BOOK FgGE
C:ciunty f{2dt5[1';, ar41 t.l! T?s'�rded tzrnertdnteni tirereco, si ecifaLall�
including the GzunWr'i rights under 5c,3m, 16 ojthe Cunineck
Con:rr arc ct C enter fizcidrrtti6r; reeu dad itt Eo?t 537, Page 45ti c) the
CUITHUCL County Regisv�.
This conveyance is expressly sebject w r_tie Declaration of Restrictions and Grant of
Fasemenrs as amended of reeotd and any other restrictions at casements of record.
Upon delivery and acceptance of this deed which shall be cotifinYled by thz recordarion of
rhi.s deed in the C urrituclr. C nutty Public Registry, Uratxee assumes any and all liability and
responsibility, inclucing maintenance, associated with env of the piuperties and rights transferred
herewith and shall indemnify and hold Gran -or harmless from any claims or demands or expenses
Of costs associated rhmnvith.
TO HAVV AND TO HOLD the aforesaid lots or parcels of land and all privileges and
a.plttutenances tttefet4 belonging to the Grantee, its successors and assign,,
IN W'ITNF5S WHEREOF, the Grantor b? , drily executed and sealed this dtxutttent, this
:he day and year first above writtet-..
E. 'rwifurd
W. Twiford
STATE. OF 1' )py& CWQIA & COUNTY/CITY_ OF 0,4(—X
17 a Notary Public. of the County or City of Sri 1 �J�.i�4d4k , and State aforesaid,
certify rhat Russell E. Twlford and Rosabelle W_ Twlford, personally appeared before me this
day and acknowledged the execution of the foregoing insuuntent.
Wimess my hand and seal this 14 day of _ Qk&nLj�✓ 1006.
(AFFIX NOTARY SEA My commission expues: ,_I�k- D —I7
Gn71..n•S.p+�VtaC�3s,rK..,e! �—J —.a..J (wA5& _,a
Notary Public
Printed Name:
NOTPpY 1
Pt1BUG 2

10/05/2007 13:41 2523311466
RUSSELL E TWIFuREt
PAGE 04
September 21, 2007
vnoF1.5510NA GnOOP
NCDENR — Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NO 27889
RE: Stormwater Permit SW7960513
Currituck Commercial Center Permit Renewal
Currituck County
Gentiemen:
This is to confirm that we have performed an as -built survey and review of the stormwater
management system serving Currituck Commercial Center, regulated under the referenced
DWQ permit. Following our investigation., corrective actions were implemented by the
developer last year to bring the stormwater management system into compliance with both
the DWO permit and the NCDOT roadway drainage standards. Following corraptive actions,
we performed a verification survey and engineering review of the Improved facilities this past
December.
Based on that review, the stormwater management system serving Currituck Commercial
Center appears to be In substantial conformance with the plans and specifications that were
approved under Permit SW7980513 issued October 30, 1998.
Please let me know if you need any additional information in connection with this application
for permit renewal and name change.
Sincerely yours,
Bissell ProfC§eb(10?Gr0Up�,,,r�
Cr
rk Bissell. PE
Principal il; kc�7•'JP.r`
rRussell E. TwCc: Morcf+..,s, Ei�
Mr. David Cross
L_
P.C. Box 1066 ■ 5512 N. Ceomarl Hwy. a Kitty Hawk, NC 27949
252.261.3266■ Fex:252.261-1760 • E-malC bpg0b,eseliproress,onalgroup.com

10/05i 20r3i 13: 41 2523311 d68 RIJSSELL E TWIFOP.D PAGE 05
w y,n Michael l'. basley, Guvcmur
�t r� c William Ui ftM;h., Sccrctary
rq r Nunh CAmlina Depadmcnt (1r Fnvironmait and NaLUMI NC90uree5
y
_. lnleen II. Sullhls. IJireclur
Di risron er Water Qtoll ii )
......... ....
September 10, 2007
Mr. Russell E. Twiford
2125 Rivershore Road
Elizabeth City, NC 27909
Subject: Stormwater Review SW7980513
Currituck Commercial Center Permit Renewal
Currituck County
Dear Mr. Twiford:
This office received a Coastal Stormwater permit renewal and anaa_apWja iWilfor the subject
project on June 28, 2007. A preliminary review of your project indicates that before a Stale Stormwater permit can
be Issued the following additional information is needed:
1. Please submit an engineers Certification that the wet detention pond serving this project has been
built according to the,approved plans. This certification is required by Part It. 6. of permit SW7980513
issued October 30, 1998.
The above requested information must be received in this office prior to October 10, 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 a Stormwater permit is required for continued operation of the treatment
system. Operation without a permit is a violation of 15A NCAC 21-1.1000 and North Carolina General Statute 143-
215.1 and may result in civil penalties of up to $25,000 per day.
It you have questions, please feet free to contact me at [phone].
Sincerely,
Ro er K. Thorpe
Environmental Engineer
Washington Regional Office
my — Ja of%�•�'J
cc:
cbsurWashington Regional Office D O �' `P� / a [f a i 04 ens rw„s a.• a h r+. s ► o.r�
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Washington. NC 27889 Pay i]i'IVdL-+ql"

10/05/2007 13:41 2523311468 RUSSELL E TWIFORU PAGE 06
David Cross Real slate
429 South Hughes Blvd
Elizabeth City, North Carolina 27909
Websi(e: wvvw.crossre,c= Email, davidAugaumM
FAX COVER SHEET
FAX: [phone] TELE11IONE: [phone] MOBILE: [phone]
TO: Dr. Thomas O. Vioick, Presldent — Fax: [phone]
Mrs. Dinuue Ferebee, Secretary — Fax. [phone]
Mr. Bernie Sokolsky, Treasurer •- Fax; (757) 023-608
Mr. Russell 9. Twiford-Far. [phone]
FROM: David W. Cross
RE: Update on CCC work
DATE: November 8, 2006
NUMBER OF PAGES INCLUDING THIS COVER: Cover Only.
COMMENTS:
Here is an update on my efforts to get CCC's roads accepted into the State Highway System
The grading work lids been completed per the engineer's plan and approved by the engineer. We
made several adjustments per NCDOT's requests. The disturbed soil will be hydro-aceded very
soon and as soon as the grass begins to grow. I can take the engineer's certification letter to
NCDOT to get the roads accepted. We are getting close.
I have received a price from Sanders Excavating & Clearing for t1Le maimenwice of the retention
pond. He will clean and mow the banks and gel the retention pond in shape for $2,400.00. He
further proposes to mow/clean the pond area four times per year for an annual cost of S 1,200.00.
If additional repairs to the pond or ditches are needed, he will provide an estimate at that time. 11
the individual lot owners properly maintain their lots and ditches, there should be little to no
additional work needed year in/year out. Properly owners should regularly police their lots and
pick up all trash, eliminate/avoid piles of grass clippings/leaves/trash in the bottoms of ditches.
These obstructions contribute over time to change the grade of the ditches. At some point in the
Apure, depending on the amount of sed menat/trash accutttulation, the pund will have to be
drained and dredged. I have been told this typically occurs about every 10 to 15 years
Pleaso let me know if Mr. Sander's bid is acceptable and I will advise him to continence work at
his earliest opportunity. 1 will lot you know when I get the certification and D07" approval.
Thank you.
David W, Cross
THE INFORMATION CONTAINED IN THIS TRANSMISSION 13 CONFIDENTIAL rNrORMATION INTENDED SOLELY FOR TH2
Use OF THE INDIVIDUAL NAMED ABOVE. IF YOU ARE Not THE INTRNoW RECI➢115NT AND HAVE RECEIVED 77113
MESSAOE IN ERROR. PLEASE NOTIFY ME BY TELEPHONS AND RETURN THE ORIORNAL M03AOa TO ME At THC ADDRESS
ABOVE VIA THE UNITED STATES POSTAL SERVICE. THANK YOU.

Ar
Michael F. Easley, Governor
June 12, 2007
Currituck Commercial Center
Attn: Mr. Russell E. Twiford
2101 River Shore Dr
Elizabeth City, NC 27909
Subject:: Stormwater,Permit No. SV 7980513
Currituck Commercial Center
Currituck County
Dear Mr. Twiford:
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW7980513
for Currituck Commercial Center on October:30, 1998. This permit expires on October 30, 2008.
Section .1003(h) of 15 A NCAC 2H .1000'(the stormwater rules) requires that applications for petmit
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 $420.00. If this is still an active project please complete and
submit the enclosed renewal application in a timely manner. 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
treatment units a certification of completion be submitted to the Division from an appropriate designer
for the 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 us at 252-946-6481.
ISicerely,
AI Hodge, I e onal� or
Surface Water Protection Section
Washington Regional Office
Enclosures
cc: �QIssell Professional Group
,/Washington Regional Office
North Carolina Division of Water Quality Internet: www.newaternualitv.ore One
943 Washington Square Mall Phone [phone] NorthCarolina
Washington, NC 27889 Fax [phone] Naturally
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BISSELL PROFESSIONAL GROUP
4417 North Croatan Highway - P.O. Box 1069
Kitty Hawk, NC 27949
Phone: [phone] ** Fax: [phone]
TRANSMITTAL LETTER
TO: Mr. William Moore
NCDENR/Water Quality Section
943 Washington Square Mall
Washington, NC 27889
PROJECT: Currituck Commercial Center
WE TRANSMIT:
(x ) herewith
FOR YOUR:
( x) approval
( ) review & comments
( ) use
( ) other
Via Overnite Mail
DATE: October 20, 1998
Project No.: 3427
E
21 1998
IWASHINGTON REGIONAL OFFICE
Copies Date Description
1 Rev. 10-20-98 Wet Detention Basin Supplement
1 Rev. 10-20-98 Notes & Supporting Calculations
2 Rev. 10-20-98 Rev. Stormwater Management Plan
REMARKS: If you have any questions or need additional information,
please feel free to call.
Copies To: Sincerely,
Bissell Professional Group
-13�avid Ryan, St ff Engineer

CURRITUCK COMMERCIAL CENTER
Roadway & Wastewater Utility Area Construction
MOYOCK TOWNSHIP - CURRITUCK COUNTY, NORTH (
I. A.
B.
C.
D.
E.
Revised October 20, 1998
NOTES & SUPPORTING CALCULATIONS
Project Name:
Currituck Commercial Center
Developer: Commercial Properties Inc.
c/o Brantley Tillman
1648F North Market Street
Raleigh, N.C. 27609
Project Description:
Nearest Receiving Stream
Classification of
Water Bodies:
Wastewater Utility Area with
with associated gravel drive & parking,
and asphalt roadway with drainage
infrastructure to serve a 16-lot
commercial subdivision.
Northwest River
SC
F. Project Area: 1,130,818 ftZ (25.96 ac.)
Wastewater Utility Area = 120,211 ft.'
20' Easement = 1,531 ft.2
45' right-of-way & cul-de-sac= 79,008 ft.'
16 — lot subdivision = 930,068 ftZ
G. Proposed Impervious Coverage:
Asphalt Roadway = 37,863 ft.Z
Gravel Parking Lot & Drive = 1,538 ft.Z \
Future Development * = 674,811 ft.Z ay )
Total Impervious Coverage: 714,212 ftZ It A4
* Assumed 80% development over 16 tract commercial subdivision
H. % Impervious Coverage: 63.16%

11. Stormwater Management Narrative:
OCT 21 1998 U
WASHINGTON REGIONAL OFFICE
This project consists ofthe construction ofa wastewater utility area with associated gravel drive
and parking, and asphalt roadway construction with drainage infrastructure to serve the future
development ofa 16-tract commercial subdivision.
The site is located near the intersection of NC Rte.168 & Six 1215 in Moyock, Currituck County,
North Carolina. Site soils are composed of Roanoke line sandy loams described as being nearly
level, poorly drained soils on broad flats in slightly depressed drainageways. The site contains an
average seasonal high water table depth of 24" below the ground surface at an elevation of
approximately 6.5' msl.
The site has been divided into (4) drainage basins to clearly define the path of the stormwater
runoff: The location of these basins are generally located in the following sequence; Basin # 1
(south), Basin #2 (east), Basin #3 (west), Basin #4 (north). (Basins # 1-4 can be referenced on
sheet 34270st2)
Basin #1
The area delineated as Basin # 1 consists of the following: the east half of Currituck Commercial
Dr., the north 'h of Commerce Dr., approximately '/2 of the southern portion of Tract 1, and the
entire areas within Tracts 2-6. Development in the aforementioned areas consist of the
construction of asphalt drives with associated drainage infrastructure, with the exception ofthe
undeveloped Tracts 1-6, (these are part of future development and will be assumed that 80% will
contain impervious coverage).
Southern '/2 of Tract 1
To manage stormwater runoff from Tract 1, rainfall will sheet flow from all future
impervious surfaces and green areas to swales that will be constructed along the northern
and southern property lines. Runoff will be conveyed from east to west along the property
line swales to the roadway swale located along Currituck Commercial Drive, (the Swale
along the northern property line is delineated as Basin 83 and runoff and will be detailed in
the corresponding section). Once the stormwater flows into the roadway swale, it will
travel south along Currituck Commercial Drive, to the roadway culvert. This culvert will
then transport the runoff west across Currituck Commercial Drive to a ditch (See Ditch
Section A), located along the southern property line of "Tract 11. Runoff will then be
conveyed from the property line ditch of Tract I I to a ditch that runs parallel to the wet
detention basin, (See Ditch Section B). Stormwater will flow from south to north,
approximately 350', until it connects with a ditch (See Ditch Section A) that serves as the
inlet to the wet detention basin.

Stormwater Management Narrative (con't)•
Tract 2
To manage stormwater runoff from Tract 2, rainfall will sheet flow, from all future
impervious surfaces and green areas, to swales that will be constructed along the northern
and southern property lines. Runoff will be conveyed from cast to west along the property
line swales to the roadway swale located along Currituck Commercial Drive. Once the
stormwater flows into the roadway Swale, it will travel to the south along Currituck
Commercial Drive to the roadway culvert. This culvert will then transport the runoff west,
across Currituck Commercial Drive, to a ditch (See Ditch Section A) located along the
southern property line of "tract 11. Runoff will then be conveyed from the property line
ditch of "tract I I to a ditch that runs parallel to the wet detention basin (See Ditch Section
B). Stormwater will flow from south to north, approximately 350', until it connects with a
ditch (See Ditch Section A) that serves as the inlet to the wet detention basin.
Tract 3
To manage stormwater runoff from Tract 3, rainfall will sheet flow, from all future
impervious surfaces and green areas, to swales that will be constructed along the northern
and southern property lines. Runoff will be conveyed from east to west along the property
line swales to the roadway Swale located along Currituck Commercial Drive. Once the
stormwater flows into the roadway swale, it will travel to the south along Currituck
Commercial Drive to the roadway culvert. This culvert will then transport the runoff west
across Currituck Commercial Drive to a ditch (See Ditch Section A), located along the
southern property line of Tract 11. Runoff will then be conveyed from the property line
ditch of Tract I I to a ditch that runs parallel to the wet detention basin, (See Ditch Section
13). Stormwater will flow from south to north, approximately 350', until it connects with a
ditch (See Ditch Section A) that serves as the inlet to the wet detention basin.
Tract 4
To manage stormwater runoff from Tract 4, rainfall will sheet flow, from all future
impervious surfaces and green areas, to swales that will be constructed along the northern
and southern property lines. Runoff will be conveyed from east to west along the property
line swales to the roadway swale located along Currituck Commercial Drive. Once the
stormwater flows into the roadway swale, it will travel to the south along Currituck
Commercial Drive to the roadway culvert. This culvert will then transport the runoff west
across Currituck Commercial Drive to a ditch (See Ditch Section A), located along the
southern property line of Tract 11. Runoff will then be conveyed from the property line
ditch of Tract 1 I to a ditch that runs parallel to the wet detention basin, (See Ditch Section
B). Stormwater will flow from south to north, approximately 350', until it connects with a
ditch (See Ditch Section A) that serves as the inlet to the wet detention basin.

Stormwater Management Narrative (con't)•
Tract 5
To manage stormwater runoff from Tract 5, rainfall will sheet flow, from all tuturc
impervious surfaces and green areas, to swales that will be constructed along the northern
and southern property lines. Runoff will be conveyed from east to west along the property
line swales to the roadway swale located along Currituck Commercial Drive. Once the
stormwater flows into the roadway swale, it will travel to the south along Currituck
Commercial Drive to the roadway culvert. This culvert will then transport the runoff west
across Currituck Commercial Drive to a ditch (See Ditch Section A), located along the
southern property line of Tract 11. Runoff will then be conveyed from the property line
ditch of Tract I I to a ditch that runs parallel to the wet detention basin, (See Ditch Section
B). Stormwater will flow from south to north, approximately 350', until it connects with a
ditch (See Ditch Section A) that serves as the inlet to the wet detention basin.
Tract 6
To manage stormwater runoff from Tract 6, rainfall will sheet flow, from all future
impervious surfaces and green areas, to swales that will be constructed along the northern
and southern property lines. Runoff will be conveyed from east to west along the property
tine swales to the roadway swale located along Currituck Commercial Drive. Once the
stormwater flows into the roadway swale, it will travel to the north along Currituck
Commercial Drive to the roadway culvert. This culvert will then transport the runoff west
across Currituck Commercial Drive to a ditch (See Ditch Section A), located along the
southern property line of Tract 11. Runoff will then be conveyed from the property line
ditch of Tract I I to a ditch that runs parallel to the wet detention basin, (See Ditch Section
B). Stormwater will flow from south to north, approximately 350', until it connects with a
ditch (See Ditch Section A) that serves as the inlet to the wet detention basin.
North'/2 of Commerce Drive
To manage stormwater runoff from the north 'h of Commerce Drive, rainfall will sheet
flow, from all impervious surfaces and green areas, into the roadway swale along
Commerce Drive. Runoff will then travel north to the connecting roadway swale along
Currituck Commercial Drive. Once the stormwater flows into the adjoining roadway
swale, it will travel to the north along Currituck Commercial Drive to the roadway culvert.
This culvert will then transport the runoff west across Currituck Commercial Drive to a
ditch (See Ditch Section A), located along the southern property line of Tract 11. Runoff
will then be conveyed from the property line ditch of Tract I I to a ditch that runs parallel
to the wet detention basin (See Ditch Section B). Stormwater will flow from south to
north, approximately 350', until it connects with a ditch (See Ditch Section A) that serves
as the inlet to the wet detention basin.

Stormwater Management Narrative (con't)•
South % of Currituck Commercial Drive
To manage stormwater runoff Irom the south '/ ol'Currituck Commercial Drive, rainfall
will sheet flow from all impervious surfaces and green areas into the roadway swale along
Currituck Commercial Drive. Runoff will then travel north or south, (please refer to
drainage arrows on sheet 34270st2 for flow direction), to the roadway culvert located to
the west of Tract 5. This culvert will then transport the runoff west across Currituck
Commercial Drive to a ditch (See Ditch Section A), located along the southern property
line of Tract 11. Runoff will then be conveyed from the property line ditch of Tract 1 I to a
ditch that runs parallel to the wet detention basin, (See Ditch Section B). Stormwater will
flow from south to north, approximately 350', until it connects with a ditch (See Ditch
Section A) that serves as the inlet to the wet detention basin.
Basin #2
The area delineated as Basin 92 consists of the following: the west '/ of Currituck Commercial
Dr. including the cul-de-sac (up to Tract 12), the south '/z of Commerce Dr., approximately'/ of
the southem portion of Tract 9, the wastewater utility area, and the entire areas within Tracts 7 &
8. Development in the aforementioned areas consist of, the construction of a gravel drive and
parking, asphalt drives with associated drainage infrastructure, and the construction of a wetland
forebay and lagoon within the wastewater utility area. Items that are excluded from this proposed
development are the undeveloped Tracts 7-9, (these are part of future development and will be
assumed that 80% will contain impervious coverage).
Tract 7
To manage stormwater runoff from Tract 7, rainfall will sheet Flow, from all future
impervious surfaces and green areas, into the roadway swales along Commerce and
Currituck Commercial Drives. Runoff will then travel west, around the cul-de-sac to the
north along Currituck Commercial Drive. The roadway swale connects with a ditch
located along the southern property line of Tract I I (See Ditch Section A). Runoff will
then be conveyed from the property line ditch of Tract I I to a ditch that runs parallel to the
wet detention basin (See Ditch Section B). Stormwater will flow from south to north,
approximately 350', until it connects with a ditch (See Ditch Section A) that serves as the
inlet to the wet detention basin.
Tract 8
To manage stormwater runoff from "Tract 8, rainfall will sheet flow, from all future
impervious surfaces and green areas, into the roadway swales along Currituck Commercial
Drives. Runoff will then travel west, around the cul-de-sac to the north along Currituck
Commercial Drive. The roadway swale connects with a ditch located along the southern
property line of Tract I I (See Ditch Section A). Runoff will then be conveyed from the
property line ditch of Tract I 1 to a ditch that runs parallel to the wet detention basin (See
Ditch Section B). Stormwater will flow from south to north, approximately 350', until it
connects with a ditch (See Ditch Section A) that serves as the inlet to the wet detention
basin

Stormwater Management Narrative (con't)•
Wastewater Utility Area
To manage stormwater runoff from Wastewater Utility Area, rainfall will sheet flow, t'rom
all impervious surfaces and green areas, into the roadway Swale along Currituck
Commercial Drive and the southern property line swale along Tract 9 (the area,,, within the
lagoon and wetland forebay are self-contained and designed for a storage capacity ofa 10-
yr-24-hour storm event). Stormwater will be transferred from the property line swalc to the
intersecting roadway swale along the cul-de-sac. Runoff will then travel around the cul-dc-
sac to the north along Currituck Commercial Drive. The roadway Swale connects with a
ditch located along the southern property line of'Tract I I (See Ditch Section A). Runoff
will then be conveyed from the property line ditch of Tract I I to a ditch that runs parallel
to the wet detention basin (See Ditch Section B). Stormwater will flow from south to
north, approximately 350', until it connects with a ditch (See Ditch Section A) that serves
as the inlet to the wet detention basin.
Southern '/2 of Tract 9
To manage stormwater runoff from southern % of Tract 9, rainfall will sheet flow, from all
future impervious surfaces and green areas, into the southern property line Swale.
Stormwater will be transferred from the property line swale to the intersecting roadway
swale along the cul-de-sac. Runoff will then travel around the cul-de-sac to the north along
Currituck Commercial Drive. The roadway swale connects with a ditch located along the
southern property line of Tract 11 (See Ditch Section A). Runoff will then be conveyed
from the property line ditch of Tract I I to a ditch that runs parallel to the wet detention
basin (See Ditch Section B). Stormwater will flow from south to north, approximately
350', until it connects with a ditch (See Ditch Section A) that serves as the inlet to the wet
detention basin.
Western %2 of Currituck Commercial Drive
To manage Stormwater runoff from western '/z of Currituck Commercial Dr. (up to the
Tract 12 property line), rainfall will sheet flow from all impervious surfaces and green
areas into the roadway swale along Currituck Commercial Drive. Runoff will flow north or
south, (please refer to drainage arrows on sheet 34270st2 for flow direction), until it
connects with a ditch located along the southern property line of Tract 11, (See Ditch
Section A). Runoff will then be conveyed from the property line ditch of "I'mct I I to a
ditch that runs parallel to the wet detention basin, (See Ditch Section B). Stormwater will
Flow from south to north, approximately 350', until it connects with a ditch (See Ditch
Section A) that serves as the inlet to the wet detention basin.

Stormwater Management Narrative (con't):
Basin #3
The area delineated as Basin ll3 consists of the following: the northern '/ of Tract 9, Tracts 10-12,
Tract 14, and portions of Tracts 13,15, & 16. Development in the aforementioned areas consists
of; the construction of an asphalt drive with associated drainage infrastructure. Items that are
excluded from this proposed development are the undeveloped Tracts 9-16, (these are part of
future development and will be assumed that 80% will contain impervious coverage).
Northern '/2 of Tract 9
To manage stormwater runoff from southern '/z of Tract 9, rainfall will sheet flow, from all
future impervious surfaces and green areas, into the northern property line Swale.
Stormwater will be transferred from the property line Swale to a ditch that runs parallel to
the wet detention basin (See Ditch Section B). Stormwater will flow from south to north,
approximately 500', until it connects with a ditch (See Ditch Section A) that serves as the
inlet to the wet detention basin.
Tract 10
To manage stormwater runoff from Tract 10 rainfall will sheet flow, from all future
impervious surfaces and green areas, into the southern (swale) and northern (ditch)
property line vegetative filters. Stormwater will be transferred from the property line
swales to a ditch that runs parallel to the wet detention basin (See Ditch Section B).
Stormwater will flow from south to north, approximately 425', until it connects with a
ditch (See Ditch Section A) that serves as the inlet to the wet detention basin.
Tract 11
To manage stormwater runoff from Tract 11, rainfall will sheet flow, from all future
impervious surfaces and green areas, into the northern (swale) and southern (ditch)
property line vegetative filters. Stormwater will be transferred from the property line
swales to a ditch that runs parallel to the wet detention basin (See Ditch Section B).
Stormwater will flow from south to north, approximately 275', until it connects with a
ditch (See Ditch Section A) that serves as the inlet to the wet detention basin.
Tract 12
To manage stormwater runoff from Tract 12 , will sheet flow, from all future impervious
surfaces and green areas, into the northern (ditch) and southern (swale) property line
vegetative filters. Runoff from the south '/z of the tract will be transferred from the
property line swale to a ditch that runs parallel to the wet detention basin (See Ditch
Section B). Stormwater will flow from south to north, approximately 100', until it
connects with a ditch (See Ditch Section A) that serves as the inlet to the wet detention
basin. Runoff from the north '/z of the tract flows into the ditch located on the northern
property line (See Ditch Section A). This ditch serves as an inlet into the wet detention
basin.

Stormwater Management Narrative (con't):
Portion of Tract 13
To manage stormwater runoff from the south and western portions of Tract 13, rainfall
will sheet flow, from all future impervious surfaces and green areas, into the western
(swale) and southern (ditch) property line vegetative filters. Runoff from the west '/a of the
tract will be transferred from the property line Swale to an intersecting ditch that serves as
the inlet for wet detention basin (See Ditch Section A). Stormwater from the southern '/2 of
the tract will flow to the south into the ditch (See Ditch Section A), that serves as the inlet
to the wet detention basin.
Tract 14
To manage stormwater runoff from Tract 14, rainfall will sheet flow, from all future
impervious surfaces and green areas, into the eastern property line swale. Runoff from the
tract will be transferred from the property line swale to an intersecting ditch that serves as
an inlet for direct stormwater discharge into the wet detention basin.
Western %: of Tract 15 & 16
To manage stormwater runoff from the western '/z of Tract 15 and 16, rainfall will sheet
flow, from all future impervious surfaces and green areas, into the western property line
swale. Runoff from the tract will be transferred from the property line swale to an
intersecting ditch that serves as an inlet for direct stormwater discharge into the wet
detention basin.
Northern''/2 of Tract 15
To manage stormwater runoff from the northern '/z of Tract 15, rainfall will sheet flow,
from all future impervious surfaces and green areas, to the roadway swale along Moyock
Commons Dr.. Runoff will be conveyed from east to west along the roadway swale to the
intersecting ditch along the eastern property line of Tract 14. Stormwater will flow south
along the tract until transferred to an intersecting ditch that serves as an inlet into the wet
detention basin.
Northern '/2 of Tract I
To manage stormwater runoff from the northern '/2 of Tract I, rainfall will sheet flow,
from all future impervious surfaces and green areas, to the roadway swale along Moyock
Commons Dr.. Runoff will be conveyed from east to west along the roadway Swale to the
intersecting ditch along the eastern property line of Tract 14. Stormwater will flow south
along the tract until transferred to an intersecting ditch that serves as an inlet into the wet
detention basin.

Stormwater Management Narrative (con't)•
Basin #4
The area delineated as Basin 114 consists of the following: the western '/_ of Currituck Commercial
Dr. (from Tract 12 northward), and the eastern portions of Tract 13,15, & 16. Development in the
aforementioned areas consists of the construction of an asphalt drive with associated drainage
infrastructure. Items that are excluded from this proposed development are the undeveloped
Tracts 13,15 & 16, (these are part of future development and will be assumed that 80% will
contain impervious coverage).
Northeastern Portion of Tract 13
To manage stormwater runoff from the northeastern portion of Tract 13, rainfall will sheet
flow, from all future impervious surfaces and green areas, to the roadway Swale along
Currituck Commercial Dr.. Runoff will be conveyed from north to south, along the
roadway swale, to the intersecting ditch along the northern property line of Tract 12,
Stormwater will flow west along this ditch that serves as an inlet into the wet detention
basin.
Eastern '% of Tract 15
To manage stormwater runoff from the eastern portion of Tract 15, rainfall will sheet flow,
from all future impervious surfaces and green areas, to the roadway swale along Currituck
Commercial Dr.. Runoff will be conveyed from north to south, along the roadway swale,
to the intersecting ditch along the northern property line of Tract 12. Stormwater will flow
west along this ditch that serves as an inlet into the wet detention basin.
Southeastern Portion of Tract 16
To manage Stormwater runoff from the eastern portion of Tract 16, rainfall will sheet flow,
from all future impervious surfaces and green areas, to the roadway Swale along Currituck
Commercial Dr.. Runoff will be conveyed from north to south, along the roadway wale,
to the intersecting ditch along the northern property line of Tract 12. Stormwater will flow
west along this ditch that serves as an inlet into the wet detention basin.
Western %: of Currituck Commercial Dr. (from Tract 12 Northward)
To manage stormwater runoff from the western 'h of Currituck Commercial Dr., rainfall
will sheet flow, from all impervious surfaces to the roadway swale, along Currituck
Commercial Dr.. Runoff will be conveyed from north or south, (please refer to drainage
arrows on sheet 34270st2 for flow direction), along the roadway swale, to the intersecting
ditch along the northern property line of Tract 12. Stormwater will flow west along this
ditch that serves as an inlet into the wet detention basin.

Stormwater Management Narrative (con't):
The proposed ;wales consist mainly of broad, shallow, vegetative filters constructed with
approximately 3:1 side slopes. Longitudinal slopes are kept relatively flat, (0.1 % - 0.2% slope), to
provide for low velocity flow, thereby aiding infiltration and sediment removal.
Stormwater runoff is conveyed to the pond through (1) inlet swale located at the north end of the
detention basin. At the inlet, erosion control will be required as a baffle to minimize turbulence. A
sediment forebay has been designed at each inlet to enhance sedimentation and to account for
sufficient sediment storage for proper operation and maintenance. The forebay serves the pond
inlet with a storage area equivalent to approximately 20% of the total storage capacity of the pond.
The stormwater detention basin is designed to handle stormwater runoff in the amount of 1" of
rainfall over all impervious surfaces and proposed impervious surfaces over the entire 25.96-acre
tract. It is assumed that the undeveloped tracts will be calculated with a proposed 80% impervious
coverage on each tract. With the permanent pool elevation located at approximately 6.5' msl,
stormwater will be stored to an elevation of a 7.81'. A storm event that exceeds the volume from a
1" runoff over all impervious surfaces will be released through a 30-foot erosion control stone
lined overflow swale at an invert of 8.0' msl.
An outlet device will be provided to draw down from the design storage elevation of 7.81' msl to
the permanent pool elevation of 6.5' msl in the span of 4 days. This will be accomplished through
the use of a 3" orifice in the draw down device, which will be located at an invert of 5.5' msl,
(reference draw down detail on sheet 34270stl). When runoff from the storm event exceeds an
elevation of 7.81' msl in the detention pond, stormwater will overflow into an 8" dia. PVC pipe
and transported to the ditch located along the western boundary line.
The overflow swale and drawdown device discharge into an improved existing ditch along the
western boundary line. The western boundary line ditch connects with another improved existing
ditch that is located along the southern boundary line (reference detail of ditch improvement on
sheet 34270st2). Located at the entrance to the U.S. Hwy.168 roadway culvert at the southeast
comer of Currituck Commercial Center, a stormwater pump will be installed to regulate the
stormwater flow into the adjoining outfall ditch. The ditch on the east side of U.S. Hwy.168 serves
as an eventual outlet to the Northwest River approximately a'/4 mile to the east of the proposed
site. Northwest River is classified as having SC waters.

State of North Carolina
Department of Environment _
= and Natural Resources-
-Division of Water Quality
Ad ONES An
W ( KD
--James B: Hunt, Jr., Governor _.- - ®r
un
Wayne McDevitt, Secretary _ NO CAROLINA DFP THE OF
_ A. Preston Howard, Jr., P.E., Director ENVIRONMENT ANo Nr URA RESOURCES
_ DIVISION OF WATER QUALITY
_ September 8, 1998
Mr. Russell E. Twiford .
-_ 2101 River Shore Road : :-
Elizabeth City, NC 27909 _.
_ Subject: Stormwater Permit SW7980513
Currituck Commercial Center
Currituck County -
Dear Mr. Twiford:
This office received a copy of your revised stormwater
.application and supporting information on June.17, 1998. On your
behalf, Bissell Professional Group has submitted an application for
a low density stormwater permit.. --.As proposed, your project will
result in several high density pockets of development. For this
reason, we cannot issue a stormwater permit.
I recommend that you contact your engineer and discuss other
alternatives for your project. Once an alternative has been
chosen, you should submit the following information:
- revised application along with site plans and details
- stormwater narrative and design calculations
- operation and maintenance agreement
The above information must be submitted within 30 days, or
your application will be returned as incomplete. You should also
be aware that the Stormwater Rules require that the permit be
issued prior to any development activity. If you have questions,
please.feel free to contact me at [phone], extension 264.
vsincerely,
William J. ore_
Environmental Engineer
Washington Regional Office
cc: Bissell Professional Group
Currituck County Inspections
-b�ashington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment • a
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor NCDENR
Wayne McDevitt, Secretary NORTH CAROLINA DEPARTMENT OF
A. Preston Howard, Jr., P.E., Director ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
June 4, 1998 D fln R O R
l5 D
Mr. Russell E. Twiford
2101 River Shore Road
Elizabeth City, NC 27909
Subject: Stormwater Permit SW7980513
Currituck Commercial Center
Currituck County
Dear Mr. Twiford:
This office received a copy of your stormwater application and
supporting information on May 6, 1998. The application was assigned
the permit number listed above. A preliminary review of your
project has been completed. The following additional information is
needed before a permit can be issued:
- narrative description of project
- site plan showing drainage swales, include details
- show proposed impervious area in wastewater utility area
The above information must be submitted within 30 days, or
your application will be returned as incomplete. You should also
be aware that the Stormwater Rules require that the permit be
issued prior to any development activity. If you have questions,
please feel free to contact me at [phone], extension 264.
Sincerely,
William J. ore
Environmental Engineer
Washington Regional Office
cc: Bissell Professional Group
Currituck County Inspections
Washington Regional Office
Mq,Willi SMLl.Meetee. Uulva6,/748
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943 Washington Square Mall, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

BISSELL PROFESSIONAL GROUP
4417 North Croatan Highway - P.O. Box 1069
Kitty Hawk, NC 27949
Phone: [phone] ** Fax:-252-261-1760
TRANSMITTAL LETTER
TO: Mr. William Moore
NCDENR/Water Quality Section
943 Washington Square Mall
Washington, NC 27889
PROJECT: Currituck Commercial Center -Phase 1
Moyock Township, Currituck County, N.C.
1A AIIft". f.9311"
(x) herewith
FOR YOUR:
( x ) approval
( ) review & comment
( ) use
( ) other
Copies Date
2 6-3-98
1
Description
JUN 10 D
WASHINGION REGIONAL OFFICE
DATE: June 9, 1998
PROJECT NO.: 3427
Drainage Plan & Erosion &
Sedimentation Control Plan
Notes & Supporting Calculations
REMARKS: Re: Stormwater Permit SW7980513
The additional information requested in your
letter of June 4, 1998 is enclosed. If you have any
further questions, please feel free to call.
Please Note: A signed copy of the
Operation & Maintenance Agreement
will be forwarded to you upon
receipt.
Henriques
Group

CURRITUCK COMMERCIAL CENTER JUN 10 1999
PHASE
MOYOCK TOWNSHIP - CURRITUCK COUNTY, NORTFCAL REGIONAL OFFICE
DWO
NOTES & SUPPORTING CALCULATIONS
1. A. Project Name: Currituck Commercial Center
B. Developer: Russell E. Twiford
2101 River Shore Rd.
Elizabeth City, NC 27909
C. Project Description:
18 Tract Commercial Center
with Associated Roadway and
Drainage Infrastructure
Development
D. Nearest Receiving Stream: Northwest River
E. Classification of SC
Water Bodies:
F. Project Area: 1,134,150 tt.'- (26.Oac.)
G. Impervious Coverage: 289,735 ft.2
H. % Impervious Coverage: 25.6%*
*See attached data sheet

II. Stormwater Management Narrative:
This project consists of the construction of a 18 tract subdivision with associated
roadway and drainage infrastructure improvements. The site is located along
State road (N.C. 168) in Moyock Township, Currituck County, North Carolina.
Site soils are mainly composed of Roanoke fine sandy loams described as nearly
level poorly level drained surface soils over a dark clay loam layer.
The site contains an average seasonal water table depth of 18" below the ground
surface.
To manage stormwater runoff from the proposed paving, vegetative filters are to
be constructed along each property line and also along each roadway as indicated
on the drainage Plan (DR2). The overall flow direction is from the front of the
project (N.C. 168) to the rear perimeter ditch. This perimeter ditch shall serve as
an outfall to the Northwest River.
The pioperty"line and.roadway_swales are to -consist of_broad�shallow vegetative
filters constructedLN�ith-3:l-side'slopes:at-a-depth:of 18-inches-Longitudinal
slopes are to be kept relatively flat to provide for low velocity flow, thereby
aiding infiltration and sediment removal.
�t
These swales are used in conjunction with the perimeter swales that Colk-
� M S
consist of broad, deep vegetative filters constructed with 1:1 side slopes at a depth
of 48" then sloping 2:1 to a depth that varies between 1'-2' msl. The soil at the
base of the these swales consists of sandy soils with relatively flat longitudinal
slopes provide for low velocity flow, thereby aiding infiltration and sediment
removal.
• See Drainage Plan (DR2) for Direction of Flow

M. Stormwater Calculations & Data
4; S'e
Az 4-0
�3oS3
5945% '-v
iF{E Na,[ elfR. 4t'
4'l,r+
11e1 � WI[V
�lel��tl�p;84M.
frMt lr%t�ra `e' G [s`
!�r9flEp
1
46,656
13,667 12
2
41,656
12,497 we
3
42,333
12,700
4
44,023
13,207 ./
5
45,714
13,714 ✓
6
48,897
14,669
7
40,655
12,197
8
54,349
16,305
9
53,258
15,977
10
61,445
18434
11
1 67,699
20,310
12
73,952
221186
13
40,874
12,262 we
14
43,921
13,176 ✓
15
50,618
15,185
16
41,725
12,518
17
55,842
16,753
18
58,397
17,519
Total Impervious Lot Coverage
Impervious Road Coverage
Total Impervious Coverage
Total Area of Project
% Impervious Coverage
Allowable Impervious Coverage
- Loi U" /r A
Sa'4gO
273,276 ft.2 64f? ac,
16,459 ft.Z 5 a�
289 735 ft 2_ 6'I'
1,1.6 % ft.225
30.0 % a
z�• 0
IV. Operation and Maintenance Agreement:
Currituck Commercial Center
Moyock Township**Currituck County**North Carolina
,OS
�w,.4 T1ai
Developer: Russell E. Twiford
2101 River Shore Rd.
Elizabeth City, NC 27909 `•27�rO�
A. Erosion Control: ,} I.16 0
z3.
Areas disturbed by construction activities should be inspected after each
significant
rainfall event and /or bi-weekly until disturbed areas are fully stabilized. Rills and
gullies must be repaired, reseeded and mulched as soon as possible.

B. Mowing:
The pond side slopes and the vegetative filter swales should be removed regularly
to prevent woody growth and control weeds. Cut vegetation should be removed
from the basin and disposed of. Floating debris and litter should be removed from
the pond surface as part of periodic mowing operations. Vegetation growth within
the stone silt dams should be removed regularly,
C. Inspections:
The vegetative filter swales should be inspected on a semi-annual basis, Attentior
should be given to evidence of sediment accumulation, erosion, cracking and tree
growth. The overflow culvert should be inspected for debris and general
condition. The stone silt dams should be inspected for sediment buildup and
conformance with the original plans.
D. Maintenance:
Grassed Areas: Rills and gullies must be repaired, re -seeded, and stabilized as
soon as possible. Bare spots must be re -limed, fertilized, mulched, and re -seeded
as soon as possible. Temporary diversions may be required until new plants
develop.
Stone Silt Dams: Sediment accumulation should be removed once the depth
reaches ''/< of the total height of the silt dam. The silt dam will require
replacement when sediment accumulation within the dam renders it ineffective
(5-10 years).
E. Agreement
I have read and agree to comply with the recommendations of this Operations and
Maintenance Agreement.
Russell G. Twiford
Date

6-17-98 ; 10:28 ; KITTY HAWK, NC-+ 19199753716:9
f •.:,SENT BY:BISSELL PROF. GROUP
GROUP
LHISSELL.1jROFESSIONA,L
hgjinum, Planners, Surveyors
tal,Speclalista. & "Construction Marta crs
FAX TRANSMITTAL.
DATE; ; - l - IS
TO. W i c U:
EOCAT
ON .
FAX A7
MBER: 672 9 -27S-- j-7t
FROM.._
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NE*B
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ATING FAX NUMBER: [phone]
tNTS:
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BISSELL PROFESSIONAL_ GROUP
4417 North Croatan Mg.
P.O. Box 1068
Kitty Hawk, North Carolina 27949
Telephone: [phone]

SENT BY!BISSELL PROF, GROUP 6-17-98 : 10'29 KITTY HAWK, NC-
JUN°-17-9® WED S I TWIF0RDONEALVINCENI
us
�4CL260�6
SeNi 1115188 l RROF, QROUP i B� �WB9 ,i Ion I ai i i J nnnw .V • „ E
J
Th4 wO dde slerpm end flee veandve filter erodes obmW bs msewd
to p"dal woodyPwrfh ersd oonfml wsads. C*TCVWMd odd bo n
ftffl to badn CA dlspoeed of Fleabag 04 *W Moor ssbollld be no
ft paed surlpee as pset of prsto ft muwtne ens, vegelettoa i=
ft sty A dams d=W ha MoWd regtd
Q Ynepy�pp;
The veg*dve Hlmt swdes should be hap=w on a "-mud mud bads,
should ba 81"11 to eWdmooe ofewh ant eowmadedot; a kQA MCU4
grow& •She overflow culvert dtould be mopwW hr dabdo cad genmtid
eandlliv0. 7U some aih dam Aould he Inspected t81 p0 mt bWMq
mdorm = with tho addM1 pb=
D. Nahum"
tlrvnsed Arems Rills ad dollies must be mpsixsd, xrsee" and stobt
sw as possible. Hann go must be m-Mw4 f ntlimd, mukb4 cod r
as on ss "Ible. T mpmwy divwelww m vbe regoked u:4 new pL
dowel*
Steno ®4t owss Bedimem p0o oWdon dxdd be mmoved ow ft;
1 14oftbo towl hvW offtA dam,1'heA domwill te9ubo
IM10 }whan "=It eatpmndoilsa within tho dem VVAsrs it (no
IL AVOMM
I have sued and mn+b vvleh the teeeneoeadmtosu this t>�
b&1saoanane A0*mWL
vary
an
191997537164 2
P.02
(lgl al Nnr
Illl

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor NC®ENR
Wayne McDevitt, Secretary NORT1 CAROL'.. DEPARTMENT OF
A. Preston Howard, Jr., P.E., Director ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
June 4, 1998
Mr. Russell E. Twiford
2101 River Shore Road
Elizabeth City, NC 27909
Subject: Stormwater Permit SW7980513
Currituck Commercial Center
Currituck County
Dear Mr. Twiford:
This office received a copy of your stormwater application and
supporting information on May 6, 1998. The application was assigned
the permit number listed above. A preliminary review of your
project has been completed. The following additional information is
needed before a permit can be issued:
narrative description of project
site plan showing drainage swales, include details
show proposed impervious area in wastewater utility area
The above information must be submitted within 30 days, or
your application will be returned as incomplete. You should also
be aware that the Stormwater Rules require that the permit be
issued prior to any development activity. If you have questions,
please feel free to contact me at [phone], extension 264.
Sinceizely,
i 4- t.��_
William J. ore
Environmental Engineer
Washington Regional Office
cc: Bissell Professional Group
WCrrituck County Inspections
ashington Regional Office
943. Washington Square Mall, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

N
...�
mate Received
Fee Paiderrrirt
um
et'
5— —
Cb
S o
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
I. Applicants name (specify the name of the corporation, individual, etc. who owns the
Russell E. Twiford
ECEIVED
WAS'HINGTON 'OFFICE
MAY 0 6 1998
D. E. M.
L)
' YaXlSrew
61,
�
roject): f7 7 /21 pa� I`L..
Jr
5`YS Ht)- La t
2. Print Owner/Signing Official's name and title (the person who is legally responsible for the facility 1e`
its compliance):
c
Russell E. Twiford �
1.e.Tr�a
3. Mailing Address for person listed in item 2 above: v A
2101 River Shore Road 5 CID
City. Elizabeth City State: NC Zip: 27909
Telephone Number. f 252 ) 335-0187
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Currituck Commercial Center
Moyock Township, Currituck County, North Carolina
5. Location of Facility (street address):
N.C. 168
Movock
6 Directions to facility (from nearest major intersection):
3,000' south of S.R. 1216 on U.S. 15
7. Litilude 360 31'
Countv: Currituck
760 11'
H Contact person ,vhu tan answer questions about the facility:
Nmv,_ Mark S. Bissell, P.E. ____ 'telepl„I,,,.IJ,nnbcr (_ 252 1 261-3266_ _ _.
Bissell Professional Group
11. PGRMITINFORMAHON:
I tipoCify whether prole(I is (� Ill-, 1, on,:) _X _Now Rojwwal Irindi(ir:rlinn
7. II this application c. briny, :.uhinitled .c. the result of ;i renewal I I modihi ation to an esistinl; [orlon, litil
•1ntlitsissuedate(if knowo)
I nns SWI1 101 lanu:u, 1'1'1`
I'ar, I od .I

3. .Specify the type of project (check one):
X Low Density _High Density _Redevelop _General Permit Other
4. Additional Project Requirements (check applicable blanks).
LAMA Major X Sedimentation/Erosion Control 404 Permit
III. PROJECT INFORMATION
I. In fire space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
Vegetated property line swales and roadway swales
2. Stormwater runoff from this project drains to the Currituck Sound River basin.
3. Total Project Area: 26.08 acres 4. Project Built Upon Area: 28.66 %
5. How many drainage basins does the project have? 1
6. Complete the following information for each drainage basin. If there are more than two drainage basins in
the project, attach an additional sheet with the information for each basin provided in the same format as
below. *See attached low density area breakdown.
Basin'Inforrriaton
Draina'e Basinxl-
,` - s �g1Draina
,, e°Basms2�`'" ..ter
Receiving Stream Name
Receivins Stream Class
Drainage Basin Area
Existing Impervious' Area
Proposed Impervious* Area
% Impervious' Area (total)
On -site Buildir
On -site Streets
On -site Parkin
On -site Sidew.
Other on -site
Off -site
otaI: I X—
../If4/VIVIp ""I' o 111)"W" lu u,c "I'll lff/V,1 IVCII NlLI"(WIN, U", IIV, umucu w, VI111111II x b, ,umu, pu,mlix
areas, sidewalks, gravel arms, etc
7. NSA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and covenants are required to he, recottled for all low densit'i, projects and all
r sohilivkions prieto the ti;Ile iif .rnv ol. PkNee set, Attachment A fur the specific items that must he recordal.
F�um SWtI -IIII I:uninry I Parr ''il I

By your signature below, you certify that the recorded cleed restrictions and protective covenants for this project
shall include all the items required by the permit, that the covenants will be binding; on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the Slate, and that they will be recorded prior to the sale of any lot.
V1. AGENTAUTIIORIZATION
If you wish to designate submittal authority to another individual or firm so that they may provide
information on your behalf, please complete this section:
Desigrialed agent (inclividual or
Mailing Address:
Kittv Hawk
Phone: f_ _ 252 g 261-3266
Vll. SUBMITTAL REQUIREMENTS
Bissell Professional Grou
P.O. Box 1068
State NC Zip: 27949
Fax: ( 252 261-1760
This application package will not be accepted by the Division of Water Quality unless all of the applicable
items are included with the submittal.
Please indicate that you have provided the following required information by signing your initials in the
space provided next to each item.
Applicant's Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP (see Attachment A)
• Permit application processing fee (see Attachment A)
• Two copies of plans and specifications including:
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, parking, cul-de-sacs, sidewalks, and curb and gutter
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage basins delineated
- Vegetated buffers (where required)
V. APPLICANT'S CERTIFICATION
I,(print ortype nerneofperson listed inGerterallnforrnation,item 2) Russell E. Twiford
certify that the information included on this permit application form is correct, that the project will be
constructed in conformance with the approved plans, that the deed restrictions in accordance with Attachment
A of this form will be recorded with all required permit conditions, and that to the best of my knowledge the
proposed ,rojecl complies with the re uirements of 15A NCAC 21-1 .1000,
Sign�alu Date
"I iUc:
Form SVA'I1-101 J.umary 1998 Page 3 of 4

ATTACHMENT A
1. Deed Restriction Language
The following statements must be recorded for all low density projects and for all projects that involve the
subdivision and selling of lots or outparcels:
1. No more than square feet of any lot, including that portion of file right-of-way between the
edge of pavement and the front lot line, shall be covered by impervious structures including
asphalt, gravel, concrete, brick, stone, slate or similar material but not including wood decking or
the surface of swimming pools. This covenant is intended to insure continued compliance with the
stormwater permit issued by the State of North Carolina. The covenant may not be changed or
deleted without tire 'consent of file State.
2. No one may fill in, pipe, or alter any roadside swale except as necessary to provide a minimum
driveway crossing.
NOTE: If lot sizes vary significantly, the owner/developer must provide an attachment listing each lot
number, size and the allowable built -upon area for each lot.
For commercial projects that have outparcels or future development the following statements must also be
recorded:
3. Tire connection from the outparcel or future area into the stormwater system must be made into the
forebay such that short-circuiting of the system does not occur.
4. All built -upon area from the outparcel or future development must be directed into the permitted
stormwater control system.
5. Built -upon area in excess of the permitted amount will require a permit modification prior to
construction.
For curb outlet systems, the following statement in addition to items 1 and 2 above must be recorded:
6. No one may pipe, fill in or alter any designated 100 foot long grassed Swale used to meet the
requirements of NCAC 2H .1008(g).
2. Supplement Forms
The applicable supplement form(s) listed below must be submitted for each BMP specified for this project:
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Nutrient Management Strategy Supplement
3. Permit Application Fees (check made payable to NCDENR and submitted to the appropriate Regional
Office)
Fype of Permit
Low Density
I igh Density
Other
Director's Certification
General Permit
New, Modification, or
Late Renewal
$225
$385
$225
$350
$50
Timely Renewal Without
Modification
n/a
$225
n/a
n/a
n/a
Form SWt!-101 Janu:uv 199R
I';iPc'I of I

WASH NGTONED
OFFICE
Parcel Designation
Low Density Attachment
Stormwater Management Permit Application Form
''for
Currituck Commercial Center
Moyock Township, Currituck County, N.C.
MAY 0 6 1998
D. E. M.
Lot Area (Sq. Ft.) Impervious Coverage (Sq. Ft.) % Impervious Coverage
Tract 1
Tract 2
Tract 3
Tract 4
Tract 5
Tract 6
Tract 7
Tract 8
Tract 9
Tract 10
Tract 11
Tract 12
Tract 13
Tract 14
Tract 15.
Tract 16
Tract 17
Tract 18
Rosabell Court
Currituck Commercial Dr
Commerce Drive
Wastewater Utility Area
Totals
43,518
13,055
30
42,456
12,737
30
43,053
12,916
30
44,800
13,440
30
46,555
13,967
30
48,897
14,669
30
40,655
12,197
30
59,438
17,831
30
53,258
15,977
30
61,445
18,434
30
67,699
20,310
30
73,952
22,186
30
40,874
12,262
30
43,921
13,176
30
50,618
15,185
30
41,725
12,518
30
55,842
16,753
30
58,397
17,519
30
18,067
69,154
11,063�
34,450 Soy° (I•16°`�
61.23
49.82
11,136
120,584C2.77dL
4,967
0
44.60
0
1,136,04 ft.2 (26.08 ac.)
325,612 ft.' (7.48 ac.)
28.66%
Notes: Impervious coverage for Tracts 1 through 18 based on 30% maximum coverage per deed restriction
requirement. Impervious coverage for Rosabell Court, Currituck Commercial Drive and Commerce
Drive based on 20' asphalt roadways and 50' radius cul-de-sacs.
Moyock Commons Drive is not a part of this application but was submitted under a high
density plan for the Moyock Commons Development.

Deed Restriction Requirement:
No more than 30% of any lot shall be covered by impervious structures, including asphalt,
gravel, concrete, brick, stone, slate or similar material, not including wood decking or the
water surface of swimming pools. This covenant is intended to ensure compliance with the
stormwater permit issued by the State of North Carolina. The covenant may not be intended
to ensure compliance with the stormwater permit issued by the State of North Carolina. The
covenant may not be changed or deleted without the consent of the State. Filling in or piping
of any vegetative conveyances (ditches, sales, etc.) associated with this development, except
for minimum driveway crossings, is strictly prohibited by any person.

BISSELL PROFESSIONAL GROUP
4417 North Croatan Highway - P.O. Box 1069
Kitty Hawk, NC 27949
Phone: [phone] ** Fax: [phone]
TRANSMITTAL LETTER
TO: Mr. William J. Moore
NCDENRIDEM
Water Quality Section
943 Washington Square Mall
Washington, NC 27889
PROJECT: Currituck Commercial Center
Moyock, Currituck County, N.C.
1JD11117i►6Yu UtIA
(x) herewith
FOR YOUR:
Copies
2
2
1
( x ) approval
( ) review & comment
( ) use
( ) other
Date
Description
WASHINGTONEOFFICE
,MAY 0 6 1998
D.EM,
DATE: May 5, 1998
PROJECT NO.: 3427
4-22-98 Preliminary Subdivision Plat
4-23-98 Application & Supporting Calculations
Application Fee: $225.00
REMARKS: If you have any questions or need additional information, please feel free to call.
Copies To Sincerely,
Bissell Professional Group
w.
ichael W. Roignson, P.E., R.L.S.

BISSELL PROFESSIONAL GROUP
4417 North Croatan Highway - P.O. Box 1069
Kitty Hawk, NC 27949
Phone: [phone] ** Fax: [phone]
TRANSMITTAL LETTER
TO: Mr. William J. Moore
N.C.D.E.H.N.R./D.E.M.
Water Quality Section
943 Washington Square Mall
Washington, NC 27889
PROJECT: Currituck Commercial Center
Moyock Township
Currituck County, NC
DATE: September 30,1998
Project number: 3427
WE TRANSMIT: i
RECEIVED i
(X) herewith WASHINGTON OFFICE
FOR YOUR: OCT 0 1 1998
( X) approval D. E M.
( ) review &comments x:
( ) use
( ) other
Copies Date Description
2 9-30-98 Drainage Plan
1 Notes & Supporting Calculations
I Application Form
REMARKS: We will be forwarding the completed application form as soon as
it is received from the client. If you have any questions or need
additional information, please feel free to call.
Copies To: Sincerely,
Bissell Professional Group

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DIVISION OF WATER QUALITY
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WASHINGTON REGIONAL OFFICE
943 WASHINGTON SQUARE MALL
WASHINGTON, N.C. 27889
Phone:[phone] FAX:[phone]
FAX NO. a5a-a41- 1--(Po
FROM: BBC
DATE: f 0-'2
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Ill. Stormwater Detention Pond Calculations & Data:
Total Impervious Coverage (DA) = 714,212 ft.'
Total Site Area = 1,130,818 ft.'`
% Impervious Coverage = 63.16 %
Basin Depth = 4.0'
Use SA/DA Table for 85% TSS Removal
SA/DA
Pond Area Required (SA)
Pond Surface Area Provided
% � o "I
OCT 21 199a
,. AtUM rON REGIONAL OFFICE
4.0
1,130,818(4.0)=45,233 ft.Z
46,728 ft.Z @ elev. 6.5' S�
3' N
Pr6 V
Required Storage Capacity 1.0 in. Design Storm
Impervious Area = 783,455 ft. 2 jo I (ZVC6
Required Storage* = 67,654 ft.3
t� �L fora a Volume Provided = %33 3 @ elev. 8.0' Voermanent Pool Ele ion .78
Design Storage Elevation
Overflow Elevation = 8.0' msl
Top of Bank Elevation = 8.5' msl
Bottom Elevation = 2.5' msl
* Volume = [(Building x 1.0) + (Parking/Concrete x .95) + (Green Areas x .20)] x (43560/12)
(A factor of 1.0 has been used to calculate for the pond volume for future development of the
undeveloped tracts. See attachment for calculations)
Orifice SizingforDrawdown Device
Q=11.79d h
Assume a 3" dia. orifice
Q = 11.79 (3.0 in.) z (.77) "2
Q = 93.15 gpm
Runoff Volume = 67,654 ft.3 * 7.4805 gal/ ft.3 = 506,085 gal.
/ nUsea
wnime=506,085 gal. / 93.15 gpm = 5,433 min / 1440 min. per day = 3.77 days
" orifice to drawdown the 1" storm runoff volume over a 4-day period
Wet Detention Basin Volume
Elev
Area
Cumm1 Avg
Cucmml Conic
ft
mi'
ft3
ft3
.5000
0.0022
108342.4100
108277.1915
.0000
0.0021
78433.0275
78372.9380
.9000
0.0020
72681.0362
72620.9886
.8000
0.0020
67004.9944
66944.9890
.7000
0.0020
61404.6759
61344.7130
.6000
0.0020
55879.8543
55819.9343
.5000
0.0017
0.0000
0.0000
* Cumulative average figures were used in the overall calculations

/
Q
CURRITUCK COMMERCIAL CENTER
POND VOLUME CALCULATIONS
9/J0/90
10
708,551
TOTAL PROJECT AREA
1,130,818
ADDITIONAL IMPERVIOUS COVERAGE
ASPHALT ROADWAY
37,863
GRAVEL PARKING &DRIVE
1,583
TOTAL IMPERVIOUS COVERAGE
747,997
ADDITIONAL GREEN AREA
WASTEWATER UTILITY AREA
120.211
DEDUCT WETLAND F0RE8AY&LAGOON |NWASTEWATER UTILITY AREA 33.048
NET ADDITIONAL GREEN AREA |NWASTEWATER UTILITY AREA 87,163
TOTAL ADDITIONAL GREEN AREA 87.163 02 17.433
TOTAL IMPERVIOUS COVERAGE
76$,430

4
3427 CURRITUCK COMMERCIAL CENTER
POND VOLUME CALCULATIONS
REQUIRED POND STORAGE 765,430 0.0833 63,760
ADDITIONAL STORAGE TO ACOUNT FOR 1" RAINFALL OVER POND SURFACE AREA
POND SURFACE AREA
46,728 0.08333 3,894
TOTAL REQUIRED STORAGE 67,654
9/30/96