SW7080112_HISTORICAL FILE_20080610

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
g�t S&I u
YYYYMMDD

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen 14. Sullins, Director
Division of Water Quality
June 10, 2008
Mr. Cam McRae
REDCO,Properties, LLC
335 N'Queen Street
Kinston, NC 28502
Subject: Approved Plan Revision
Windsor Bojangles
Stormwater Project No. SW7080112
Bertie County
Dear Mr. McRae:
On May 19, 2008, the Washington Regional, Office received a plan revision for
Stormwater Management Permit Number SW7080112. The revisions include a drainage
layout and a partial parking layout. It has been determined that a formal permit modification
is not required for the proposed changes. We are forwarding you an approved copy of the
revised plans for your files. Please replace the old approved plan sheet with the new one.
Please be aware that all terms and conditions of
2008 remain in full force and effect. Please also underst<
to the approved plans for the subject State Stormwatbr
basis. Any other changes to this project must be subr
Division of Water Quality prior to construction. The iSsL
preclude the permittee from complying with all other ap,pl
ordinances which may have jurisdiction over the propose
approval prior to construction. '
the permit issued on February 11,
nd that the approval of this revision
Permit is done on a case -by -case
fitted to and approved through the
ance of this plan revision does not
cable statutes, rules, regulations or
i activity, and obtaining a permit or
If you have any questions concerning this matter, please do not hesitate to call me at
[phone].
Sincerely,
Samir Dumpor, PE
Environmental Engineer II
AH\xx: J:\WPDATA\WQSk State SW -SD \Plan Revision\SW7080112
cc: Don Curry, Jr., PE, Stocks Engineering, PA (3344 Hillsborough St., Suite 250,
Raleigh, NC 27607)
,,-Bertie County Building Inspections
Washington Regional Office
Central Files
North Carolina Division of water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: 943 Washington Square Mall, Washington. NC 27889 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycledl10% Post Consumer Paper
No rthCarohna
1 �3aturatt�

LETTER OF TRANSMITTAL
Paul D. Smith, PE
3344 Hillsborough St., Suite 250
Raleigh, NC 27607
919.821.2440 (0)
919.821.2210 (C)
To:
Samir Dumpor, PE
Environmental Engineer
NCDENR
943 Washington Square Mall
Washington, NC 27889
Phone:
252-946-6841
1 Overnight No z
Yes
We are sending you the following:
❑ EC Plans X Prints/Plans
❑ Contracts ❑ Permit Applications
These are transmitted as checked below.
❑ For Approval ❑ As Discussed
❑ For Review and Comment
J. Michael Stocks, PE
P.O. Box 1108
Nashville, NC 27856
252.459.8196 (0)
252.903.6891 (C)
Job No.
2007-024
Job Name:
Bojangles' — Windsor, NC
Windsor, NC
Date:
05/16/08
Sent'By:
Don Curry, PE
`1-t - e6opie 57 CG'!I
❑ Construction Plat ❑ Site Plan Drawings ❑ Computer Disk
❑ Site Work Calculations ❑
k For Your File ❑ As Requested
❑ For Your Signature, then return to:
❑ For Your Use
Copies
Date
Description
2
Revised Sheet C-03
riH f I Q 008
Remarks For your records: Enclosed are 2 copies of a revised grading/drainage plan for the above
referenced proiect.
The change is due to a revised drainage layout requested by the Owner which added a second pipe into
the Stormwater Wetland.
Thanks, Don
Copies To: file

Bojangles Windsor- Revised Impervious
Subject: Bojangles Windsor - Revised Impervious
From: "Don Curry" <[e-mail]>
Date: Mon. 2 Jun 2008 15:37:49 -0400
To: "Samir Dumpor" <[e-mail]>
Samir,
As requested, here is the revised impervious area summary for the Windsor Bojangles.
Removed Impervious Parking Area = 890 SF
Added Impervious Parking Area = 1,000 SF
Net Difference = +110 SF
With a total original proposed impervious area of 65,000 SF, I think the 110 SF is negligible.
Feel free to contact me with any additional questions or concerns.
Sincerely,
Don L. Curry, Jr., P.E.
Stocks Engineering, P.A.
3344 Hillsborough St., Suite 250
Raleigh, NC 27607
dcurry(oDstocksenq ineerinq. corn
www.stocksengineering.com
[phone] (office)
[phone] (fax)
[phone] (cell)
Windsor BOJ SWU-101 Supplement Areas REV.pdf
Windsor BOJ
Content -Description: SWU-101 Supplement
Areas REV.pdf
Content -Type: application/octet-stream
Content -Encoding: base64
6PLGINPL SUgHIT7AL -HAD
AL6 cll iG WETPIE- 2�GA/c Z2 GS Gbo sT '
T-Nl.s 1MPER_V1a0_5 Ag-EA /A/Ck�ASE kokS covE!zc1b 2;y Till" Rov",bl&14
k i TLANr>,5 t5 UP51 ZFJ) 4u7j IT WILL
cf5, D 6—/0 — 06
TAB 6x- irtpt �V�uS
IofI
6/9/2008 11:24 AM

indsor Boangles'
StormWater Permit
100 Carson's, Alley
Windsor, NC
Owner/Developer:
i
REDCO Properties, LLC
335 N. Queen St.
Kinston, NC 28502
Phone: [phone]
SEAL
026970
L
STOCKS ENGINEERING, P.A.
Donald L. Curry, Jr., PE Phone: [phone]
3344 Hillsborough St., Suite 250 Fax: 919,821,2210
Raleigh, NC 27607 Email: [e-mail]

REDCO Properties, LLC
Attn.: Ca��NcRae
335 N.bueen St.
Kinston, NC 28502
Dear Mr. McRae:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
February 5, 2008
Subject: Stormwater Review SW7080112
Windsor Bojangles
Berrie County
Coleco 11. Sullins, Director
Division of Water Quality
This office received a Coastal Stormwater permit application and plans for the subject project on January
25, 2007. A preliminary review of the project indicates that before a State Stormwater permit can be issued the
following additional information is needed.
1. Provide a full project boundary data;
2. Provide two sets of signed and sealed corrected sheets.
The above requested information must be received in this office prior to February 12, 2008 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 Letterhi ead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation'of 15A NCAC 21-1.1000 and North Carolina
General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have questions, please
feel free to contact me at [phone].
Sincerely,
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
cc: j9onald Curry, PE, Stocks Engineering, PA (3344 Hillsborough St., Suite 250, Raleigh, NC 27607)
V Washington Regional Office
NrhCarolina
''o�p
aturn//y
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet h2o.em.stateoc.us 943 Washington Square Mall, Washington, NC 27889 1-877623-6748
An Equal Opportunity/Atfumative Action Employer— 50% Regdet/10% Post Consumer Paper

LETTER OF TRANSMITTAL
Paul D. Smith, PE
3344 Hillsborough St., Suite 250
Raleigh, NC 27607
919.821.2440 (0)
919.821.2210 (C)
To:
Samir Dumpor, PE
Environmental Engineer
NCDENR
943 Washington Square Mall
Washington, NC 27889
Phone:
252-946-6841
Overnight No
Yes
We are sending you the following:
❑ EC Plans k Prints/Plans
❑ Contracts ❑ Permit Applications
These are transmitted as checked below:
❑ For Approval ❑ As Discussed
X For Review and Comment
J. Michael Stocks, PE
P.O. Box 1108
Nashville, NC 27856
252.459.8196 (0)
252.903.6891 (C)
Job No.
2007-024
Job Name:
Bojangles' — Windsor, NC
Windsor, NC
Date:
02/05/08
Sent'By:
Don Curry, PE
❑ Construction Plat ❑ Site Plan Drawings ❑ Computer Disk
❑ Site Work Calculations' ❑
❑ For Your File ❑ As Requested
❑ For Your Signature, then return to:
❑ For Your Use
Copies
Date
Description
2
Feb 2008
Revised Sheet C-01 — Existing Conditions
Remarks Enclosed are 2 copies of the revised plan sheet, as requested.
Thanks. Don
Copies To: file
FEB 0 6 2008

North Carolina Department of Environment and
Natural Resources
-- —�� Request for Express Permit Review
NCDENR
FILL-IN all the information below and CHECK the Permits) you are requesting for
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and i
of the project location. Include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(�ncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(a)ncmail.net
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.grogan(ciincmail.net
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison(a).ncmaiLnet
• Wilmington Region -Janet Russell 910-350-2004orianet.russell(1ancmail.net
For DENR Use ONLY
Reviewer". jD f P
Submit
Time.
Confirm
review. FAX or Email the completed form to Express
NOTE. Project application received after 12 noon will be stamped in the following work day.
Project Name: WINDSOR BOJANGLES County: BERTIE
Applicant: BRAD MERCER Company: REDCO PROPERTIES
Address: 335 N. QUEEN ST. City: KINSTON, State: NO Zip: 28502
Phone: [phone] Fax: [phone] Email: brad(o)becalun.com
Project is Drains into NON -SA waters Project Located in ROANOKE River Basin
Engineer/Consultant: Donald L. Curry, Jr. Company: Stocks Engineering
Address: 3344 HILLSBOROUGH ST., SUITE 250 City: RALEIGH, State: INC Zip: 27607
Phone: [phone] Fax: [phone] Email: dcurryna stocksengineering.com
(Check all that apply)
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
RECEIVED
JAN 2 5 20'�3
❑ Stream Origin Determination: # of stream calls - Please attach TOPO map marking the areas in questions
® State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _# Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
��d ❑ High Density -Detention Pond _# Treatment Systems El High Density -Infiltration _#_Treatment Systems
❑ High Density -Bio-Retention _# Treatment Systems ® High Density -Constructive Wetlands 1# Treatment Systems
❑ High Density -Other _# Treatment Systems ❑ MODIFICATION SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with acres to be disturbed.(CK # (for DENR use))
"WETLANDS QUESTIONS MUST BE ADDRESSED BELOW "� 't) r i
❑ Wetlands (401): Check all that apply
Wetlands on Site ❑ Yes ® No
Wetlands Delineation has been completed: ❑ Yes ® No
US ACOE Approval of Delineation completed: ❑ Yes ® No
404 Application in Process w/ US ACOE: ❑ Yes ® No
Permit Received from US ACOE ❑ Yes ® No
Isolated wetland on Property ❑ Yes ® No
Buffer Impacts: ® No ❑ YES: acre(s)
Minor Variance: ® No ❑ YES
Major General Variance ® No ❑ YES
401 Application required: ❑Yes ® No If YES, ❑ Regular
Perennial, Blue line stream, etc on site ❑ yes ® No
For DENR use only
Fee Split for multiple permits: Check # 2 Z Total Fee Amount $ 4ncC.,
SUBMITTAL DATES
Fee
i I
SUBMITTAL DATES
I Fee
CAM'
$
Variance ❑ Ma'; ❑ Min
$
SW ( HD, ❑ LD, ❑ Gen)
$
401:
$
LQS
_ - cy
$ SLED
I Stream Deter,_
$

Date Invoice Number Comment REDCO PROPERTIES, LLC Amount Discount Amount Net Amount
01/21/08 012108 Express Review/stormwater & erosion 4,000.00 0.00 4,000.00
Check: 003628
RECEIVED
ED
JAN 2 5 20HO
DWQ-WARD
01/21/08 NC DEPT. OF ENVIRONMENT & NCDENR Check Total: 4,000.00
Bank or America
REDCO PROPERTIES, LLC KINSTON, NC 28501 003628
POST OFFICE BOX 704 66-19 / 530
KINSTON, NC 28502
[phone]
'FOUR THOUSAND AND XX / 100
CHECK DATE CHECK AN10UN'I'
01/21/08 4000.00
PAYTO NC DEPT. OF ENVIRONMENT & -
THE NATURAL RESOURCES
ORDER 1632 MAIL SERVICE ROAD
or RALEIGH, NC 27699-1632 �Q y►3 ��
ii, 0 0 3 6 2 8 u• I: O S 3 0 0 0 L 9 61: 0 0 0 6 S 7 S ►. 7 F. L 8 II' AUTHORIZED SIGNATURE
DOCUMENT MUST HAVE A COLORED BACKGROUND, ULTRAVIOLET FIBERS AND AN ARTIFICIAL WATERMARK ON THE BACK - VERIFY FOR AUTHENTICITY.

Stocks Engineer®n,g PA
nes�,3 (,v�o the Future, Today.
January 24.2008
Ms. Lyn Hardison,
One -Stop Permitting Coordinator
Customer Service Center ®YY44 ��ss S R! GG��ECEI R! ED
Washington Regional Office
NCDENR
943 Washington Square Mall JAN 2 5 2021
Washington, NC 27889
DWQ- ARO
Re: Proposed Windsor BoJangles'
Site Plan Express Submittal for Erosion Control and Storniwatei
Dear Ms. Hardison:
This letter summarizes comments generated from our meeting on Tuesday, January 22, 2008, in your
office and their corresponding responses:
Include adjacent property encroachment letters/forms permitting encroachment from the
following:
a. Food Lion/Rawls & Associates for grading:
Grading has been modified to eliminate the impact to this property owner.
b. Food Lion/Rawls & Associates for sanitary sewer installation:
The enclosed (feed identifies the easement in REDCO's name which should meet the
requirement for installation of lire necessary sewer line.
c. Town of Windsor for right of way encroachment:
The requested encroachment letter is enclosed.
2. Provide letter delegating signing authority to Scott McRae and revise application forms to reflect
the correct title.
All required signature forms have been re -signed by Cam McRae who has signing
authority.
J. Michael Stocks, PE
802-B East Washington Street
PO Box 1108
Nashville, NC 27856
252.459.8196 (voice)
252.459.8197 (fax)
252.903.6891 (mobile)
[e-mail]
Paul D. Smith, PE
3344 Hillsborough Street
Suite 250
Raleigh, NC 27607
919.821.2440 (voice)
919,821.2210 (fax)
919.880, 5886 (mobile)
[e-mail]

3. Provide 2 copies of plans and documents to Stormwater and 2 copies to Erosion Control with the
appropriate original signatures.
The requested number of copies and corresponding forms with original signatures are
included in this transmittal.
4. Identify the waste site location on the plans.
Please refer to note on sheet C-03 which addresses this issue.
Address the following comments on the stormwater wetland:
a. Review depth between permanent pool and 1" storm for consistency with spreadsheet and
plans.
The plans and calculations have been revised to consistently show the correct pool
depth. Note that although calculations support a 1.25" orifice for a 2-5 day
drawdown, we are proposing a 2" orifice to minimize clogging.
b. Review head calculations for consistency and to reflect 1/3*head
Calculations have been revised as requested.
c. Add note for trash rack and additional invert information on the outlet structure.
Additional notes have been added to the detail on C-03.
6. Revise the Deed Restrictions and Covenants sheet to reflect a Phase 1 (current) and Phase 2
(future) with regards to impervious areas and stormwater requirements.
The form has been modified to reflect a phased development.
7. Revise the S WU-101 application form to reflect a Phase 1 (current) and Phase 2 (future) with
regards to impervious areas and stormwater requirements.
The form identifies an attachment which divides impervious areas between Phases I and 11.
Feel free to contact me with any additional questions or comments.
Sincerely,
Donald L. Curry, Jr., P.E.
Att: Plans (4 copies)
Calculations and revised applications (4 copies)

LETTER OF TRANSMITTAL
Paul D. Smith, PE
3344 Hillsborough St., Suite 250
Raleigh, NC 27607
919.821.2440 (0)
919.821.2210 (C)
To:
Lyn Hardison
Permit Coordinator
NCDENR
943 Washington Square Mall
Washington, NC 27889
Phone:
252-948-3842
1 Overnight No
Yes
We are sending you the following:
❑ EC Plans X Prints/Plans
❑ Contracts ❑ Permit Applications
These are transmitted as checked below.,
❑ For Approval ❑ As Discussed
X For Review and Comment
J. Michael Stocks, PE
P.O. Box 1108
Nashville, NC 27856
252.459.8196 (0)
252.903.6891 (C)
Job No.
2007-024
Job Name:
Bojangles' — Windsor, NC
Windsor, NC
Date:
01124108
Sent By:
Don Curry, PE
❑ Construction Plat ❑ Site Plan Drawings ❑ Computer Disk
❑ Site Work Calculations ❑
❑ For Your File ❑ As Requested
❑ For Your Signature, then return to:
❑ For Your Use
Copies
Date
Description
4
January 2008
Bojangles' — Windsor 100% Plans for Permit Review
2
January 2008
NCDENR Erosion Control Submittal Packages
2
January 2008
NCDENR Stormwater Management Submittal Packages
1
January 2008
Submittal Letter
Remarks Enclosed are plans and calculations for the above referenced project.
Thanks. Don
Copies To: file
RECEIVED
JAN 2 5 re0P;;

Windsor ojl ngles'
Stormwater Permit
100 Carson's,, Alley
Windsor, NC
RECEIVED
JAR 5 2008
DWQ-WARD
SEAL
02 69 70
b Q '
L �V����.
STOCKS ENGINEERING, P.A.
Donald L. Curry, Jr., PE Phone: [phone]
3344 Hillsborough St., Suite 250 Fax: [phone]
Raleigh, NC 27607 Email: [e-mail]

A

r
u
Windsor Boiandes - Permit Awlicati
Table of Contents
Tab I Permit Applications and Required Forms
Tab II Wetland Supplement and Calculations
Tab III Soils Report
Tab IV Drainage and Erosion Control Calculations
Tab V Soils and Topographic Maps

Tab I — Permit
•
•
Applications
Forms �
& Required

® Windsor Bojarigles'
Windsor, NC
Site Location Narrative
and Express Permitting Questionnaire Response
Site Location Narrative:
The site is located in Bertie County, in the town of Windsor, approximately 400' south of
the intersection of US 13 Bypass and US 13 Business (North King St). The parcel
address is 100 Carson's Alley. A vicinity map is attached.
Express Permitting Questionnaire Response:
The following responses are submitted as verification that this project is appropriate for
inclusion in the Express Permitting Program:
1. Name of project
® Windsor Bojangles, Stocks Engineering Project # 2007-024
2. Full scope of the project: e.g. private, commercial, municipal, residential,
marina, shoreline stabilization, piers, docks, clubhouse, golf course, etc. Will it
be built in phases?
This site is a commercial development. The Bojangles' restaurant represents the first
phase. A future phase will include retail shops (see attached plan). The proposed
storm water wetland will accommodate both phases of development.
3. Current (and Future, if applicable) Owner(s) name and address?
Current: REDCO Properties, LLC
335 N. Queen St.
Kinston, NC 28502
Future: Same
(Reference sheet C-01, Existing Conditions Plan)
4. Are all organizations and affiliations properly identified and documented?
Cam McRae is the Owner representing REDCO Properties, LLC, and has signing
® authority for the project. Donald L. Curry, Jr., PE, of Stocks Engineering, is the
Engineer of Record and has sealed the documents.

5. Provide a list of all existing permit(s) this property already has (include permit
S number(s) and name(s) on permit(s), including any old names the property may
be known by).
There are no existing permits for this property.
6. Size of property (including upland and wetland acreage and total area
disturbed)
The total site acreage is 2.49 acres. All 2.49 acres will be disturbed with an
additional .71 acres disturbed for construction of a sanitary sewer easement.
7. Current use of property
Site is currently undeveloped and covered in native vegetation and shrubbery.
8. Location of project (include maps and/or site plan) (PDF files please)
Please reference location narrative above and attached location map.
9. What wastewater treatment is proposed?
Town sanitary sewer is provided to the site through the Town of Windsor (see C-02,
Site/Utility Plan).
10. Type of Water Supply System available:
Town water is provided to the site through the Town of Windsor (see C-02,
Site/Utility Plan).
11. Is this property a historical site? (Check with NC Archives and History & Local
area)
This property is not a historical site.
12. Project drains into which river basin and Surface Water classification?
Project drains into the Roanoke River Basin and has Surface Water Classification of
"C; SW".
13. Name and location of closest water feature(s)?
The closest water feature to site is the Cashie River, located +/- 3,200 LF to the east.
Cashie River rams +/- 12 miles southeast to the Roanoke River (C; SW).
® 14. Are any wetlands (jurisdictional or otherwise) present? Total to be impacted?
None present.

® 15. Have wetlands on the property been delineated? By whom?
None present.
16. Has the US Army Corp sign off been completed?
N/A
17. Are USACE or State 401 permits required and, if so, have they been obtained?
No USACE or State 401 permits are required for this project.
18. Are there streams within the property that need to be identified?
There are no streams within the property that need to be identified.
19. Have all Areas of Environmental Concern been flagged?
There are no Areas of Environmental Concern on -site.
20. Has a soil evaluation been done by a qualified professional for proposed
infiltration systems?
• Yes, a soil evaluation was conducted by Applied Resource Management, P.C. of
Hampstead, NC, and was sealed by Walter Giese, LSS, a project manager of the
company.
21. Are there outstanding compliance issues on the site or unresolved pollution
incidents?
There are no outstanding compliance issues or unresolved pollution incidents on the
site.
1

TOWN OF WINDSOR
WINDSOR, NORTH CAROLINA 27983
128 South King Street
1'. O. Box 509
(2521794-3121
(252) 794-233 1
[phone] (lux)
January 24, 2008
REDCO Properties, LLC
335 N. Queen Street
Kinston, NC 28502
To Whom It May Concern:
MAYOR
RORERT B. s19vLY
COMMISSIONERS
BORR), N. BROwN
COLLINS COOPER
HOl'T COOPER
OMINT HALF
J. F. HOGGARD, III
TOWN ADMINISTRATOR
L. ALLEN CAS I ELLOF.
The purpose of* this letter is to give permission of right of way encroachment on Carson's
Alley, a Town of Windsor owned and maintained street fo REDCO Properties, LLC for the
purposes of driveway access, roadway improvements and roadway widening associated with
the development of a proposed Bojangles' restaurant on an adjacent property, as shown on the
design plans sealed by Donald L. Curry, Jr., PE of Stocks Engineering, PA.
Please contact me if you have further needs regarding this matter.
Sincerely,
L. Allen Castelloe
Town Administrator

•
:,.
r WINDS
la NC Y1'imit
•.ri
REDCO
�� I
S
' '' :y �
A NC .....
� a
[
'
1
'�
� I „r , , r•", �
T,it****,ems*�*
,4
t
it
U. f h rpf p. 3.
y
m'
c
`l
204
Washin
F
a
NORTH CI
BERTIEC(
r
,,.
y Y x
20 at;
_42
9.
r r t t
r
r
)R SQUARE; LLC,
t'd ;liability company
TO
�ROPERPIES;l, LLC;�
d liability company
t
yf [-,i ,•
D+h+ExD` i `r j
n §.
RTRICK, JR , P A
.Ma'rket Street
�tbn, ANC "l 27889.
i2)'`•�946=0048
POUNA t ,Y
uNTYz„ k ,• , r; �'
Iled:for reglstrat
Y t.,
..2e
and recordealln tsooK <
s Page'
day' of :P. 20 D
`REGISTER 0F..OE EDSr` X•

r
Bertie County --Register of Deeds
Belinda S. White, Register of Deeds
Inst# 20194 Book 877 Page 99
# Pgs: 4 12/11/2007 03:56:16pm
Excise Tax Paid
• ,
/1"\'
twig cepli ip of th4t thoM Elm 640 rd8' itif�£3'ISi
oCr vek]r[3rn real restate 2Bser" emhdch 66ev>
BOrtle County Tau Collector la charusd
With collecting that are a lien on;
��nV, 202-La-5()J'a
Jertie County OMM of Land Recoras. �TYalr;
is not a COrtifieation that the plu[ rJ
rnatchet, "ho da0d df'YY.1dri?iQ$j.
V
GctiC:c:rcv
X .
NORTH CAROLINA pFT'aIl tZF_C0 .0E-D _M GR-ANISE Mffl-"
BERTIE COUNTY
THIS DEED, made this -Z_ day of December, 2007,
by and between WINDSOR SQUARE, LLC, a North Carolina
limited liability company, hereinafter designated as
Grantor, to REDCO PROPERTIES, LLC, a North Carolina
limited liability company, hereinafter designated as
Grantee, whose address is: 335 Queen Street, Kinston, NC
28502;
W I T N E S S E T H:
That the Grantor for and in consideration of the sum
of TEN DOLLARS ($10.00) and other valuable considerations
to it paid by the Grantee, the receipt of which is hereby
acknowledged, has bargained and sold, and by these
presents does hereby bargain, sell and convey unto the
Grantee, its heirs, successors and assigns, in fee
simple, all that tract or parcel of land lying and being
in Windsor Township, Bertie County, State of North
•
Carolina, and more particularly described as follows:
BEGINNING at an iron pipe on the southern right-of-way of
c;
City Street, said iron pipe being South 65 degrees 03 minutes
32 seconds West for a distance of 333.20',feet from a concrete
marker at the southeastern right-of-way intersection of City
Street and King Street.
THENCE from said POINT OF BEGINNING, South 51 degrees 00
minutes 02 seconds East for a distance of 66.95 feet to an
iron pipe;
i
THENCE South 41 degrees 29 minutes 30 seconds West for a
distance of 139.47 feet to an iron pipe;
THENCE North 13 degrees 17 minutes 23 seconds West for a
distance of 118.35 feet to an iron pipe on the southern right-
of-way of City Street;
•
THENCE North 65 degrees 03 minutes,32 seconds East for a
distance of 74.52 feet with the southern right-of-way of City
Street to an iron pipe and THE POINT OF BEGINNING.

Inst#20194 Book 877 Page: 100
•
•
Being a portion of the Rawls & Associates property as
recorded in Plat Cabinet "B", Page 258 in the Bertie County
Register of Deeds office.
Together with and subject to covenants, easements, and
restrictions of record.
Said property containing 0.21 acres more or less.
Also, conveyed herewith is that utility easement, a
description of which is attached hereto and incorporated
herein by reference as "Exhibit A".
TO HAVE AND TO HOLD the aforesaid lot or parcel of
land and all privileges and appurtenances thereunto
belonging or in anywise appertaining unto the Grantee,
its heirs, successors and assigns, in fee simple,
subject, however, to the following:
1. 2007 Bertie County Ad Valorem taxes and those
for subsequent years.
2. Any easements, restrictive covenants and rights -
of -way of record in the Bertie County Registry.
3. Non-compliance with any local, county, state or
federal governmental laws, ordinances or regulations
relative to zoning, subdivision, occupancy, use,
construction or the development of the subject property.
The Grantor covenants with the Grantee that it is
seized in fee simple of the above described property and
has good right and title to convey the same; that the
same is free and clear of all liens and encumbrances,
except those matters above set forth, Iand that, subject
thereto, it will forever warrant and defend the tiLle to
the same against all lawful claims and demands.
I
IN WITNESS WHEREOF, the Grantor has hereunto set its
hand and seal, all as of the dayand year first above
written.

0
171

L_J
e
11
Inst#20194 Book 077 Page: 101
WINDSOR SQUARE, LLC
a North Carolina limited liability
company
BY: �' (SEAL)
CLARENCE A. RAWLS, III
Me ber/Mafi ger
-a
..�.1��1 (SEAL)
"J L S. RAWLS
ember/Manager
STATE OF NORTH CAROLINA
COUNTY OF BEAUFORT
Before me, the undersigned Notary Public in and for
the State and County aforesaid, personally appeared
CLARENCE A. RAWLS, III, Member/Manager of WINDSOR SQUARE,
LLC, a North Carolina limited liability company, and he
acknowledged the due execution of the foregoing
instrur�l�Mbtj�he purposes therein ',expressed.
ARV
�zind and Notarial Seal, this day of
DecefRRV 8 99C2 1
ER -A,
NppOTppA' 1RY N t_ N TARY PUBLIC
My CT1�r�9i5�2OriCEXn47es:
CO7 .
STATE OE"`NORV CAROLINA
COUNTY OF BEAUFORT
Before me, the undersigned Notary Public in and for
the State and County aforesaid, personally appeared JERYL
S. RAWLS, Member/Manager of WINDSOR SQUARE, LLC, a North
Carolina limited liability company, land he acknowledged
the due execution of the foregoing instrument for the
purposes therein expressed.
WITNESS my hand and Notarial Seal, this (d day of
December, 2007.
AW�s ���G
0.• ...... NO .9 ��i ARY PUBLIC
My C??tnrssionF+Fm' res: ID lot �Ia
'� � � NOTgRy9Nty=
i PUBLIC t*c

Inst#20194 Booi k 877 Page: 102
EXHIBIT A a
• Utility Easement
Being that certain permanent and perpetual easement for the purpose of
installation, maintenance and repair of utilities, including, without
limitation, water, sewer, electricity and natural gas and access thereon
over, across, under and upon that portion of real property adjacent to the
Property being conveyed herein and more particularly described as follows:
All that tract or parcel of land lying and being in Windsor Township,
Bertie County, North Carolina, and being more particularly described as
follows:
Beginning at a point, said point being South 65 degrees 03 minutes 32
seconds West for a distance of 333.20 fleet from a concrete marker at the
southeastern right-of-way intersectionlof City Street and King Street to
an iron pipe; South 51 degrees 00 minutes 02 seconds East for a distance
of 66.95 feet to an iron pipe; South 411 degrees 29 minutes 30 seconds West
for a distance of 241.58 feet to an iron pipe; South 44 degrees 20 minutes
42 seconds East for a distance of 108.87 feet.
Thence from said POINT OF BEGINNING, South 48 degrees 59
minutes 16 seconds West for a distance of 305.23 feet to a
point;
Thence South 05
distance of 75.52
Thence South 84
distance of 20.00
Thence North 05
distance of 67.48
i
degrees 11 minutes
feet to a point;;
degrees 48 minutes
feet to a point;'
i
degrees 11 minutes
feet to a point;
44 seconds West for a
16 seconds East for a
44 seconds East for a
Thence North 48 degrees 59 minutes 16 seconds East for a
distance of 298.35 feet to a point;)
i
Thence North 44 degrees 20 minutes 42 seconds West for a
distance of 20.03 feet to the POINT IOF BEGINNING.
Being a portion of the Rawls & Associates property as recorded in Plat
Cabinet 'B', Page 258 in the Bertie County Register of Deeds office, and
being a portion of the Windsor Limited Partnership property as recorded in
Plat Cabinet 'B', Page 91 in the Bertie County Register of Deed office.
l
Grantor makes no representations or warranties of title as to that portion
of the easement being conveyed herein wliich crosses the land owned by
Windsor Limited Partnership.
i
Together with and subject to covenants, 'easements, and restriction of
record.
said property containing 0.171 acres more or less.
.TSB\jar #8
087733-00034

Marshall L. Williford, Jr.
and wife,
Teri F. Williford
REDCO Properties, LLC
Prepared By
A. Travis
NORTH CAROLINA Ellis
Filed for registration
on the day of
20 02 at i"o(g-o'clock
and recorded in Book U
Page '7 8-?- This
day of 21&g'iA
REGISTER OF D DS/��
A. TRAVIS ELLIS
ATTORNEY AT LAW
214 SOUTH BROAD STREET
POST OFFICE BOX 275
EDENTON, NC 27932
® 0

' Bertie Count Register of Deeds
Y--
Belinda S. White, Register of Deeds
Inst# 18042 I Book 866 Page 782
If Pgs: 3 03/14/2007 04:06:19pm )
• Excise Tax Paid $ 640.00 l%
i
This certifies that there are no de*xwent
ad valorem real estate taxes, which the
Bertie County Tax Collector Is charged
with collecting tha are a lien on:
Pin*- 4v8Za-1/8-S M
Bettie County Office of Land Records. This
is not a Certification that the Pin #
matches the deeddeScription. 55
J-14 - 6-1
Wcodector Date DEED
PREPARED BY A. TRAVIS ELLIS, ELLIS & SKINNER, PLLC, 214 SOUTH BROAD STREET,
POST OFFICE BOX 275, EDENTON, NORTH CAROLINA 27932
1
MAIL AFTER RECORDING TO: WHITE & ALLEN, P.A.
JOE BOWER
POST OFFICE BOX 3169
KINSTON, NORTH CAROLINA 28502-3169
NO TITLE SEARCH PERFORMED
PIN # 6802-48-9252
STATE OF NORTH CAROLINA
COUNTY OF BERTIE
THIS DEED, made this the day of February, 2006, by and between
MARSHALL L. WILLIFORD, JR. and wife,1 TERI F. WILLIFORD, parties of the first
part, to REDCO PROPERTIES, LLC, a North Carolina Limited Liability Company,
organized under the laws of the State of North Carolina, with one of its offices in
Kinston, North Carolina, whose mailing address is Post Office Box 277, Kinston, North
Carolina 28502, party of the second part:
WITNESSETH: That for and in consideration of the sum of Ten Dollars and other
® considerations in hand paid by the parry of the second part to the parties of the first

Inst#18042 Book 866 Page: 783
1
® part, receipt of which is hereby acknowledged, the said parties of the first part have
bargained, sold and conveyed and by these presents do bargain, sell and convey unto
the said party of the second part and, its successors and assigns, the following
described land, to -wit:
That certain tract or parcel of land lying and being in Windsor Township, Bertie
County, North Carolina and being more particularly described as follows:
BEING all of that tract of land containing 2.28 acres, more or less, excluding R/W
by computer, as depicted on that certain map for record entitled "MAP FOR RECORD
FOR REDCO PROPERTIES, LLC", prepared by Stephen M. Barrow, PLS, dated January 2,
2007, and recorded in Plat Cabinet C, Page 0, Bertie County Registry, reference to said
map is hereby made for a more particular description.
TOGETHER WITH AND SUBJECT TO that certain permanent and perpetual
easement for the purpose of ingress, 'egress and regress and installation and
maintenance of utilities, landscaping and drainage purposes to and from US Hwy. 13
Business — King Street to and from the property described hereinabove, over, upon and
across that private drive and strip of land depicted and delineated as "Parcel "B" on that
certain map for record entitled "MAP FORI RECORD FOR REDCO PROPERTIES, LLC"
• dated January 2, 2007, prepared by Stephen M. Barrow, RLS, and recorded in Plat
Cabinet C, at Page 69, Bertie County Registry, which said easement is to remain open
and unobstructed at all times and shall run with the land hereinabove described.
And the said parties of the first part for themselves, their heirs and personal
representatives, further covenant and agree, to and with the said party of the second
part and its successors and assigns, that no real property or subpart thereof owned by
the parties of the first part within one milelof the property conveyed herein shall be
sold, leased, or otherwise conveyed to any person or entity who sells chicken and/or
biscuits including, but not limited to, Kentucky Fried Chicken, Smithfield's Chicken and
Barbecue, Churches, Popeye's, Hardee's and Chick-Fil-A.
TO HAVE AND TO HOLD the aforesaid lands with all rights and privileges
i thereunto belonging or in anywise appertaining unto the said party of the second part
and its successors and assigns, in fee simple forever.
And the said parties of the first part for themselves, their heirs and personal
representatives covenant to and with the said party of the second part and its
successors and assigns, that they are seized !of said lands in fee simple and have a

Inst#18042 Book 866 Page: 784
good right to convey the same in fee simple; that the said lands are free and clear of all
encumbrances, SAVE AND EXCEPTING rights of ways for highways and public utilities
and ad valorem taxes for the year 2007 and subsequent years, and that they will
forever warrant and defend the title to the, same against the lawful claims of all persons
whomsoever.
IN WITNESS WHEREOF, the said parties of the first part have hereunto set their
hands and seals, this the day and year first, above written.
�I
7 4 (SEAL)
rshall . Willifor , Jr
(SEAL)
Teri F. Williford
STATE OF NORTH CAROLINA
COUNTY OF
I certify that the following person(s)'I personally appeared before me this day,
each acknowledging to me that he or she voluntarily signed foregoing document for the
I
purpose stated therein and in the capacity indicated:
Marshall L. Williford, Jr.
Teri F. Williford
Date: a - )6- a00-1
(Official Seal)
MELISSA G. MILES
I�TARY PBEN E COUNiY
COMMISSION EXPIRES OCT. 2, 2Cit
f/1- ; ,t& " 'A ef, -Notary Public
My Commission Expires: (a a3 ill
i
ATE/2006 Deeds/Williford, Marshall to REDCO PROPERTIES, LLC (06-T-608)
I

C200710900465
L..IMJTED LIABILITY COMPANY
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: REDCO PROPERTIES LLC
STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 0445883 1
NATURE OF BUSINESS: REAL ESTATE
REGISTERED AGENT: GLENN KEEFE
SOSID: 0445883
Date Filed: 4/19/2007 8:09:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200710900465
FEDERAL EMPLOYER ID NUMBER: 5 6- 2 0 6 5 2 3 6
REGISTERED OFFICE MAILING ADDRESS: P 0 BOX 704
KINSTON NC 28502
REGISTERED OFFICE STREET ADDRESS: 335 N QUEEN STREET
KINSTON NC 2850
LENOIR
SIGNATURE OF THE NEW REGISTERED AGENT:
PRINCIPAL OFFICE TELEPHONE NUMBER: 2 52 - 522 - 0191
PRINCIPAL OFFICE MAILING ADDRESS: PO BOX 704
KINSTON NC 28502
PRINCIPAL OFFICE STREET ADDRESS: 335 N QUEEN STREET
KINSTON i NC 28501
MANAGERS/MEMBERS/ORGANIZERS:
Name: CAMERON MCRAE
Address: 335 N IQUEEN STREET
Title: MEMBER - MANAGER City: KINSTON State: NC Zip: 28501
Name:
Address:
Title: City: Slate: Zip:
Name:
Address:
Title: City: State: Zip
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
C" G
26 a
FORM MUST BE SIGNED BY A MANAGER/MEMBER
R/MEMBER DATE
CAMERON W MCRAE MEMBER - MANAGER
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200 MAIL TO: Secretary of State 0 Corporations Division 0 Post Office Box 29525 0 Raleigh, NC 27626-0525

{ North Carolina Secretary of State
Page I of I
11
LJ
E
North Carolina
Elaine F- Marshall DEPARTMENT a= THE
Secretary SECRETARY of STATE
PO Sex 29622 Raleigh, NC 27626-0622 [phone]
CORPORATIONS
Corporations Home
Search By Corporate Name
Search For New Corporation
Search By Registered Agent
Important Notice
Corporations FAQ
Homeowners' Association FAQ
Tobacco Manufacturers
Dissolution Reports
Non -Profit Reports
Verify Certification
Online Annual Reports
LINKS & LEGISLATION
KBBE B2B Annual Reports
SOSID Number Correction
2001 Bill Summaries
1999 Senate Bills
Annual Reports 1997
Corporations 1997
Register for E-Procurement
Dept. of Revenue
ONLINE ORDERS
Start An Order
New Payment Procedures
CONTACT US
Corporations Division
Secretary of State's web site
TOOLS
Secretary of State Horne
Sea etary of State Site Map
Printable Page
Date: 1/22/2008
Click here to:
View Document Filings I
Print apre-populated Annual Report Form I Annual Report Count I File an
Annual Report I I
Corporation Names
i
Name Name Type
NC REDCO PROPERTIES, LLC Legal
Limited Liability Coi mpany Information
SOSID: 0445883
Status: Current -Active
Date Formed: 12/30/1997
Citizenship: Domestic
State of Inc.: NC
Duration: JAN 2048
Registered Agent
Agent Name:
McRae, Cameron
Registered Office Address:
335 N. Queen St
I
Kinston NC 28501
Registered MailinglAddress:
PO Box 704
Kinston NC 28502
Principal Office Address:
335 N Queen Street
I
Kinston NC 28501
Principal Mailing Address: PO Box 704
Kinston NC 28502
For questions or comments about the Secretary of State's web site, please send e-mail to Webmaster.
hit n //wwwsecretnry data no nc/rnrnnratinnc/r nm acnv9,P PmiA—GMAZAd
1 nnnnne

•
Tab 11 — Wetland (Supplement and
Calculations
•
CI

Q • % ST.4EDTLEFt° No. 137 811 E 0
Engineer's Computation Pad
0
vt
OT

STAE®TLER® No. 111811E •
Engineer's Computation Pad
d
JO
,t
(�
N
fi
t
N
s
o
o
P
�
N
1i
0
y
a
S
w
h
N
o
4
O
O
a
d
i
n
04
z
rr

Ll
Tab IV —
•
Drainage
Calcu
nd Erosion Control
itions

PIPE
Rm ann lnc _ Windenr
9OF INCOMING
STORM (5-
AREA AREA Indiv.
TOTAL
INLET TIME IND. PIPE
TOTAL PIPE
DESIGN
DESIGN TIME
O Indi idual
O total
D theo. SIZE.(in)_
V full I
FNGTH
Ff EL.
El
LEV-
O
Q{1E L
BOX DEPTH
DIC.HAR. S
FROM
TO
r
YR,10-YR) jndA_(E_J
(ac)
AREA /acl
f /ndN
CA Indiv
CA
(a1w TIME (min.)
TIME(minl
(min.)
INTENSITY RV
(cfs)
(cfs)
SLOPE
(in) 15•mIn
e
(e/sec)
(W
INI FT TOP
(R)
lnrev)(min)
(inlhr)
IHYERZ
TOP
INVERT
1
1
3
10
14200
0.33
0.33
0.30
0.10
0.10
5 0.425
5.00
5.00
5.00
7.20
0.70
0.70
0.50%
7.2
15
0.012
4.04
103
99.65
96.40
99.56
95.89
3.25
1
2
3
10
16500
0.38
0.38
0.80
0.30
0.30
5 0.187
5.00
5.00
5.00
7.20
2.18
2.18
4.001%
T5
15
0.012
11."
128
104.25
101.00
99.56
95.88
3.25
2
3
4
10
7000
0.16
0.87
0.90
0.14
0.55
5 0.213
5.19
5.19
5.19
7.20
1.04
3.93
0.30%
15.1
15
0.012
3.13
40
99.56
95.68
99.72
95.56
3.88
2
4
5
10
8300
0.19
1.06
0.90
0.17
0.72
5 0.484
5.40
5.40
5.40
7.20
1.23
5.16
0.40 %
15A
15
0.012
3.62
105
99.72
95.36
98.27
94.94
4.36
2
5
6
10
12200
0.28
1.34
0.90
0.25
0.97
5 0.798
5.88
5.88
5.88
7.20
1.81
6.98
0.30%
18.8
15
0.012
3.13
150
98.27
94.74
96.29
94.29
3.53
2
6
OUT
10
27000
0.62
1.96
1A0
1.18
2.15
5 0.108
6.68
6.68
6.68
7.20
8.48
15.46
0.36%
24.4
18
0.012
3.87
25
99.93
94.09
96.00
94.00
5.84
E`�:.,...'1�+..: �tka.�>.._>+=_.;:.�m=�sSi� ",. ;° sae
z,:�,. �€c.,�duT ned
=.. .�"e= 3€z...�'i .;�.m ,;�r.�• rer w•m -sm� .. ,..
..�..-..
-,�= e.:-.
� ..�,
•;�s-�
--�_.��-: .
s--�S,.
-
_
594.00
_ _
1
R1
POND
10
12500
029
0.29
0.90
0.26
0.26
5 0.la5
5.00
5.00
5.00
7.20
1.86
1.86
0.50%
10.4
15
0.012
4.04s
45c
8A00
85.50
85.28
3.50
2
POND
EX-1
10
8000
0.18
0.47
0.90
0.17
0.42
5 0.120
5.19
5.19
5.19
7.20
1.19
3.05
2.50%
9.2
15
0.012
9.04
65
94.00
85.08
87.64
S3:4v
8.93
s
s-
� � .x
m:.. ._... �... ., �..-.�. :,. ._ .._gip
�'b .� x i..-. S � m .v+� ¢ m. >� .�'M`-n e
�-,._ ,- � � .. _.. �._ ,e,. .. .:;. ME--a-
`+..�`° �9z �E�6.6va_..-`�i- .�Z�=.�tti a`3 s�"�- _>"'.P�' M'� �_< " -ems' � � ��P
1
R2
OUT
10
8800
0.20
0.20
0.90
0.18
0.18
5 0.206
5.00
5.00
5.00
7.20
1.31
1.31
0.50%
9.1
15
0.012
4.04
50
88.00
83.75
85.50
Vti�i.8160'
4.25
E
•
1/22/2008

HGL
Bojangles - Windsor
HEAD LOSSES
INLET OR
OUTLET
OUTLET OUL.Q
Vfull
V1WL
Hf
He
Hs
Ch... In
Hb
Ht
INLET
RIM
W.1
0(in)
O(cfs)
L(ft)
K
Sf
OUTLET
INLET
(FnWon
(Contraction (Expansion nh.weono/
Kfar HE
(fiend
(Total WSELEV
ELEV
DIFF
JUNCT.O
ELEVATION
-0.8D
ELEV
(fps)
(fps)
Loss)
Loss)
Loss)
N taagn l
loss)
Loss)
6
94.00
95.20
95.20
18
15A6
25
245.1
0.004
3.87
3.13
0.10
0.06
0.05
45
0.38
0.06
0.27
95.47
99.93
446
5
9429
95.29
9547
15
6.98
150
113.8
0.004
3.13
3.62
0.56
004
0.07
90
0.70
0.14
0.82
96.28
9827
1.99
4
9/.90
95.94
9628
15
5.16
105
113.8
0.002
3.62
3.13
0.22
0.05
0.05
90
0.70
0.11
0.43
96J1
99.72
301
3
95.56
96.56
96,71
15
3.93
40
113.8
0001
3.13
11."
0.05
0.04
0.71
90
0.70
142
2.22
98.93
99.56
063
2
95.88
9688
98.93
15
2.18
128
113.8
0.000
11."
0.00
0.05
0.51
0.00
0
0.00
0.00
0.55
9948
104.25
4J7
1
95.89
9669
98.93
15
0.70
103
113.8
0.000
4.04
0.00
0.00
0.06
D.00
0
0.00
0.00
0.0]
99.00
99.85
0.65
-=s CE<
^-wt'
m
°e
POND
83A5
MA5
84.45
15
3.05
65
113.8
0001
9.04
4.04
0.06
0.32
109
90
0.]0
0.18
0.63
85.08
94.00
8.92
Rt
8528
86.28
86.28
15
1b6
45
113.8
0.000
4.04
0.00
0.01
0.06
0.00
0
0.00
000
0.08
86.35
89.00
2.65
;.-:,. ';�;,. =a, ..... ... ,.,�s«:�;,,,ee2�
`�- �'">5.;" ?.,tea..-,z=�a^*'�. ,..•_T=Y?xs m .._".�^"F` �§'.i.,. 1:_sxeS
s4+`� �"SL'S »r - .,Q .�.,.. _
=p'3-,.
x88.00
R2
83.50
84.50
84.50
15
1.31
50
113.8
0.000
4.04
0.00
0.01
0.06
0.00
0
0.00
0.00
007
84.57
3.43
12=8

0
Ro)angles - Windsor
E.C®Gin.
FROM
t0
AREA
Indr.(w
TOTAL
AREA
(-I
Cirri
CA Ndv.
OAwm
INLET
TIME
(i
WO. PIPE
TIME
month.)
TOTAL TOO(mEQ
TIME OF
COMC.
(min)
OESWN
TIME
(ai
IMEXSR
y(I^NrI
Olah.
(�)
Q=1
(dF)
SLOPF
Dvho
(I.)
all(1.)13.
1S mN.iRCP
VNo
(N�)
LENGTH
Ifl)
ELF',
WLEf
TOP
ELEV.
INLET
INVERT
ELEV.
OUTLET
TOP
ELEV.
q]TIET
INVEw
R03
20
028
028
0b
025
025
10
0.15
10.
Ward
10 C0
].20
1.W
INfl�7
9.8
4.5]
80
MAN
40150
"li
^°'zz *°ids
a=21"==TT34'�m^Oo
'Nri
T,to`-s0o,-'t-02/�
v"lilna
040M
v- �W 15'x
- .15'-+'Q10.
`T
TAT_ '^�3
•'"s'%
•=
8=
'�'t=4
atlb�eWt50>"�308
-4WSOE
Ss]p2;{2°
21
33
00]
033
ON
OOJ
0.]0
10
0.15
1040
1040
1040
]t0
0.21
2.1304
RCPB.1J�
W
4W.50
Wt..tt
wa%
]Ps..
22
23
042
075
O.b
am
am
10
0.10
low
ON
1050
].10
2.70
483148
4.09
40
IN
N5.32
40250
]05.W
23
26
0,10
ON
ON
OW
0]]
10
023
1072
Ili
10.]2
].t0
0.
54715.1
RCP442
W
K2.50
30L.08
4GL42
M.b
25
20
021
023
0.60
020
020
10
031
LOCO
toW
tOW
].20
tU
1.N101
155�'
33a
4CG.b
403.b
40742
40333
24
34
OW
OW
0.
0.
ads
10
0.13
low
low
low
].20
am
ON69
3.]3
28
402.88
A0.00
40368
300.]0
26
34
OW
114
ON
am
Ias
10
040
10%
Was
Was
)N
042
721178
421
1.
40]42
M3LI
.98
303.81
21
25
all
0.11
Dad
0010
0.10
10
0.55
low
lo.W
am
].20
0#
0.72].8
1N
112
306.50
%d.b
we so
393.05
28
20
OCO
0.11
0an
OOp
010
10
04a
lob
Was
1058
].10
0W
0.71].8
3.N
68
we so
1 302.05
b].So
302.5]
EXPLANATION OF COLUMN HEADINGS
SAMPLE CALCULATIONS (pipe segment 20 be 21)
From:
Inlet from wtlioh NB tape is edi
20
T0:
Inlet to which the pipe is entering.
21
Area intliv. (ac):
Incremental area for the'Fran' inlet,
= 0,02 ac
Total Area (ad):
Total area in the system up to Nis pant.
_ , W
C intliv.
Individual runoff coeRident,'C'value, for'Fro1n' inlet
=.90
CA intliv.
C x A for'Fron'imel
�.90 - 0.02 =.018 =.02
CA sum
CA lndiv.+ CA sum from previous stretch
=025+.02=0,27
Inlet Time (min):
Time fa water in watershed to reach inlet, 10 min. inlet time assumed for his area
= 10 min
Ind. Pipe Time (min):
'Segment Time' for particular section of pipe.
=11614.89 for. / 60 = 0.40 min.
IPT=Leng0lNe1ocilyl60
TOWi T(c) (min):
Time for rater in previous pipe to reach inlet in question (the *From' inlet)
= 10.45 min
Roe Time = Inlet time + Segment time
Time of Could. (min):
The maximum amount of time bemoan (Inlet Was+ Pipe Time) and Poe Time
=10.15 min
Intensity (imhr):
The intensity for the design year strom (in this case, a 10 min. duration, 10 yr, storm was used)
= TM iahr
0 indiv.(chi
The amount 0f flow into the inlet.
=0.2]'].20 in01r=0.14 cis
Q = CA ind, - I = (CA intliv' Intensity)
0 Wital(011
The amount of total flow in the pipe section.
=1,W+0.14=1.94 ON
Slope(ftm):
Longitudinal Slope of pipe section
=0,86%
D theo. (in):
The theoretical pipe size required t0 handle the Gleeful
= 16 (1.96t013/(sgrt(.00i = 9.8 in.
D (Neal = 16' (Q'Nsgrt(Okwe)N.375
Size (it,):
Next available standard size (15-min)
=15 in.
mail
Pipe Material
= RCP
n
'n' value for pipe roughness
�.013
V full fts):
Velocity of pipe flow(assuming full flow)
=(1.94/.013)'(1548r(M) (sgr(.0086))=4.89 Ws
V hull =11 69/nl'(D/dBNl2lJ)'(sgrt(slppe))
Length (ft):
Length of pipe
= 116 ft.
Eli Inlet Top
TOO Elevation of INet
= 401.50
BE, Inlet Inver:
The invert elevation of the pipe at the exiting inlet (in, art)
= 398.42
Elev. Outlet Top
Top Elevation of Outlet
-400.50
Elev. OWet Invert
The invert elevation of the pipe at the entering inlet pnv. in)
= 398,42 -0.0066 -116 = 397.42
Lovear Invert = Upper Invert - Slope' Length
Ed SemlNe Gin.

® Bojangles- Windsor
E.C. HVIe Ca"
AMUPSTNLE RE
OR
JUNQ.B
OUTLET
ELEVATION
OUTLET
+OAD
W.S
ELEV
D(in)
0(ch)
L(it)
K
St
VfuO
OUTLET
(Find)
Vfall
INLET
(be)
HEAD
LOSSES
INLET
M.S.
ELEV
RIM ELEV
RIFF
Hf(FHctlw
L..)
He
(Contr
on Lwd)
(Expane
nLwQ
Chan"
direction
al floc
Klan H6
He(_ad
L.)
W(Tatal
Lwe)
40
370.11
37171
37171
24
04.85
100
2451
0.020
21.01
10.21
364
1,71
0.57
w
0.55
1 089
1 6.81
378.52
390.32
11.80
38
386.61
38831
38811
24
28.25
52
245.1
0.013
10.21
1.64
0.69
040
032
GO
0.55
0.50
1 1.91
390.12
39d.d3
4.31
36
]87.75
Us9
390.12
24
23.38
112
2451
0.ON
7.64
6.66
102
0,23
024
w
047
0.M
1.81
391,93
397.33
540
T°r34 sx2
4 389.11
39071e"a391
O94
24m�
920.03=
id0
'24614
a0007s
-b%
�dO93O�
RVOIIo^
zc�01nA
CW
Yd .T 5`
� 023"°
°�7f.45-�.
3393,304
W/ 2.%+
�>99W
33
39040
39200
39338
24
12.78
BI
245.1
0.%3
A57
3.95
0.23
Ow
008
15
9.10
0.02
Od2
393.80
398.67
487
32
390.84
39244
393.80
24
9.38
140
2451
0.%1
3.95
4.12
0.21
0.06
0.09
15
0.10
0.03
om
394.10
397.50
3.32
29
]92.01
39301
31,11
15
2.11
76
70
0.%1
4.12
3.34
0.00
007
0.%
20
0.16
003
024
39442
397.50
3.08
2a
]92.57
393.9
394.42
15
0.]t
9fi
>0
0000
3.34
3.31
0.01
004
0.%
80
O55
010
02t
344.BJ
399.W
4.67
27
1 393.05
1 3W 05
1 394.63
1 15
1 0]2
1 112
1 70
1 0NO
I 3.34
I O.00
1 0.01
1 a04
0.%
0
0.%
000
0.06
1 39,1.60
1]%.50
i83
UPLANATON OF COLUMN HEADINGS
SAMPLE CALCULATIONS junction 34)
Inlet or Junction N:
The inlet or junction examined.
34
Outlet Elevation:
The elevation of the outlet end of the pipe from the inlet Or junction.
= 389.11
Outlet +O.BD:
Assume the pipe is 80%full.
=389.11+0.8'24/12=390,71
Outlet+ 0RD = Outlet Elevation + 0.80' Diameter of pipe (D)/12
Outlet W.S. Elevation:
Oudet Water Surface Elevation
= 391.93
Outlet W.S. Elev. = Maximum of (Duffel +0S8 D) or the (Inlet W.S. Elev) from the upstream pipe
D (in):
Pipe Diameter of downstream pipe.
= 24 in.
O (cfs):
Discharge of water entering inlet or junction from pipes and catch basin.
= 20.03 ds
L (0):
Length of pipe exiting Me inlet on junction.
= 140 ft.
K:
Constant value for friction slope based on pipe diameter.
= 245.1 for 24 in. pipe
K = 1 486/n'Ares ' (hyd. mdiusr2/3
SL
Friction Slope
=(20,031245.1 r2=0.007'
Sf = (O/Kr2
Vfull Outlet (fps):
Velocity of water leaving the inlet orjunclion
= 6,66 fl/s
Vfull Inlet (fps):
Velocity of water entering the inlet orjunc6on
=4,57 fls
Hf:
Friction Loss - Loss due to flaw in the pipe.
= 140L007 = 0.93
Hf=L'Sf
Hc:
Contraction Loss - Loss due to contraction of flm at inlet of outflow pipe.
= 0.256.66A212'g = 0,17
He = 0.25' (VfUII outletA2/2'g)
He:
Expansion Loss - Loss due to expansion of flow into the junction or inlet (primary inflow, line)
= 0.35' 4.57A212'g = 0.11
He = 0,35 (Vfull inlet"2/2'g)
Change in direction of flaw Change in angle of primary flow line.
=95 degrees
K for Hb:
Constant based on change in pipe flow for calculating bend loss.
= 0.70
Consent varies depending on change in angle of primary flow line.
Hb:
Bend Loss - Loss due to change in direction of flow.
= 0.70'(4.57A2/(2'32.2)) = 0.23
Hb = K - (YP212.32.2)
He
Total Loss - The sum of Friction, contraction, expansion, and bend losses.
= 0.93+ 0.17+0.11+0.23 = 1,45
Inlet W.S. Elev.:
Inlet water surface elevation
= 391.93 + 1,45 = 393.38
Inlet W.S. Elev. = Outlet W.S. Elm. + Ht
Rim Elev.:
Top elevation of the inlet or junction.
= 402,98
Di f.
Distance from Water elevation to top of inlet
= 402.98 - 393.38 = 9.60
DiH = RIm Elm. - Inlet W.S. elev.
E.L. HGL Sample Cale

Sediment Basin Calculation Worksheet
Project Name: Windsor Boiangles
Sediment Basin tk
Area Disturbed = } 107000.. ! sf
2.46 acres
Peak Discharge Calculation:
Drainage Area (�...:.. 107000�__.Isf
2.46 acres
Qua=Cx I x A
C =
0:30 ,
110
�.7.08" °� Ain/hr
A =
2.46 acres
Q10=
5.22 cfs
Minimum Surface Area Calculation:
Surface Area (SF) = Qio x 0.01 x 43560 sf/ac
= 5.22 cfs x 0.01 x 43560 sf/ac
Surface Area Req = 2273 sf
Basin Volume Calculation:
Volume of Sediment =
(Disturbed Ac.) x (3600 cf sed./year) x (1 year)
=
2.46 ac x 3600
x 1 yr
Min Vol =
8843
cf
Assumed basin depth ;";
3.5.]`..`A"
ft
min D = 3.5' for "Temp Sediment Trap"
Resultant Basin Area Req —
2527
sf
Check Surface Area Criteria
Surface Area Requirement =
2273
sf
Basin Volume Cale Area =
Therefore: Basin Volume Area
2527
sf
Governs
Requirement
Min Volume Req=
8843
of
Min Area Req =
2527
sf
Assume L = 2xW, calculate basin
dimensions
,x
Actual W t
�,..6 - e..,�.-.,,
36
i ft
Min W= 36 ft
L =
72
ft
D =
3.5
ft
Actual Vol =
9072
cf
Vol Check: OK
Actual Area =
2592
sf
Area Check: OK
Actual Basin Dimensions =
36 ft W x 72 h L x 3.5 ft D
Weir Design and Velocity
Check:
Calculate Flow Depth
H = [Q/CL]211
Q10=
5.22 cfs
C
= 2.68 constant
fl
® tt
= 0.39 ti max H = 0.5'
Calculate Velocity Over Weir
V = Q/A
V=
5.22 efs / 8 ft x 0.39 fit
V
= 1.67 ft/sec OK

9
ra fsuzrs
rrr - ros.ra�
F" UON
arms a nssccwr
v= a a zm
mxx � attr
0
Z S B f 1
DRAIN
DIST
SILT BASIN A
DRAIN AREA=0.1
DIST AREA , 0.18
0
:
rd, w,3'R :�ur;��zGsr,.�
zsar¢z � am
~g.
uxzr. tC, as
m xmar @
AREA=2.46
AREA=2.46 AC
8 AC
AC
SCALE t :100

• Soil Map-Bertie4kty, North Carolina
(Windsor Bojangles)
FI`•Y'���`•w A,*4`���� i.l_ i
� ` •.....� �. Y �,_ ���. �° � FO',�ta.,-mot "�.,.,,�+v.r. .�
NA
so
_ � � !� � �,! Diu-.�.,•�-�'
GYP � .ti }���� � `4 • i �a.._� j ....
•`i C✓ �+'
40
e: � ` `!\,\\ . t e � e v � ° :�����,f } pay -•� _�-t
° L\ �''t _ _'�'��r `"t q • ram, �. . �. �t` �' t�'_ � a.
3n�m 3Y�+nm a�xm 3�aem n�enm 3�anm v�mm vaam a�axm
N Metere
A 0 150 300 600 000
Feet
0 500 1,000 2,000 3.000
L$DA Natural Resources Web Soil Survey 2.0
�] Conservation Service National Cooperative Sod Survey
1 /21/2008
Page 1 of 3

Soil Map—BertieQ, ty, North Carolina
(Windsor Bojangles)
3232W 3239W 3Zi6W 3L.ltlW SLWW J<4[W otaww u•ww
'\r
y.
Ile
tp�t
t t 4' '(Yv4 • a `��.::�i-"C
w i {'+ i i•��
�.�� �%\��..�- V� I� ag�,� �{.'�' Q1� C�$,.•.�i �.�IC` ,,,
• ;�� •_� ,j �'� �. �'� `�/f�G `ram a _; � � �
w r 10 K'7'. T i 7 c -7b c '�'--a. ,� a
� .'
'.a� � ��, �� "• �1 J
}!�� ♦a•*,�I>"�(� /•'� ,#;"�••`;1.R•�` \ l.A•. •fix.- 0.4 sw, S
47uj t,
ilk
M�'•`�(;Yrt'L. 1��'•t�#y'�' / _!p ," �`i/,�✓;••_�L�,:,
_ /l"A sF.+ �`'•` tn},� 1 Lam. o �a • .s[. J yY.0 t
}.vim �.r � `" • �. i. +a * .*Y/1 _ Il•�a � ! .< �'' �Se��w �l cf:.�•' � F`"',3 `�'R' a rah �?,i�;' ,;' S
� a n
t }'S`1+�-.ire " Ifct �5F Y ,L �A. �:• r
"t � S-'• 4 y\�"T.. ��1 ec,1 'i z• � � a Z'"'� �'",./` g, ��i, i ,.. � 'Y+-^ +C� 4 , � �' a«
�T � � �'Y.y 4 'G� �+IR '•• ��� �� p\� P t\� r� � �f t f# �r�i
iM a�S r t r '1 •�¢'
"•, i. ;' .�'� '�l �.Y . �Mr� � ii,- � .r1�.L.`F• `� _���'�al.'x i'c'�\..�.- :.� le.. .o.
3232W 3234W 3236W 323BW 3240W 32 2W 324AW 32eeW 32GBW
N Meters
A 0 750 300600
- 900
Feel
0 500 1.000 2,000 3,000
USDA Natural Resources Web Soil Survey 2.0
Conservation Service National Cooperative Soil Survey
1121 /2008
Page 1 of 3

Soil Map-Betie County, North Carolina
Windsor Bojangles
® Map Unit Legend
40
Bettie County, North Carolina (NC015)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
BB
Bibb and Johnston loams,
1.3
0.4%
frequently flooded
CnB
Conetoe loamy sand, 0 to 5
41.5
11.2%
percent slopes
Dk
Dorovan mucky peat, frequently
31.2
8.4%
flooded
NoA
Norfolk sandy loam, 0 to 2
32.4
8.7%
percent slopes
NoB
Norfolk sandy loam, 2 to 6
8.1
2.2%
percent slopes
Ro
Roanoke fine sandy loam,
67.9
18.3%
frequently flooded
Se
Seabrook loamy sand
25.1
6.8%
TaB
Tarboro loamy sand, 0 to 5
11.3
3.1 %
percent slopes
Wa
Wahee sandy loam
20.1
5.4%
WkA
Wickham fine sandy loam, 0 to
25.5
6.9%
2 percent slopes
WkB
Wickham fine sandy loam, 2 to
52.4
14.1 %
6 percent slopes
WkC
Wickham fine sandy loam, 6 to
14.8
4.0%
10 percent slopes
WmB
Wickham -Urban land complex,
32.4
8.7%
2 to 10 percent slopes
MD
Winton fine sandy loam, 8 to 15
7.1
1.9%
percent slopes
for Area of Interest (AOI)
37121 100.0%
USDA Natural Resources Web Soil Survey 2.0 1/21/2008
� Conservation Service National Cooperative Soil Survey Page 3 of 3

• ® •
Soil Map-Bertie County, North Carolina
(Windsor Bojangles)
MAPLEGEND
MAP INFORMATION
Area of Interest (AOI)
IZ
Very Stony Spot
Original soil survey map sheets were prepared at publication scale.
Area of Interest (AOI)
Wet Spot
Viewing scale and printing scale, however, may vary from the
{
original. Please rely on the bar scale on each map sheet for proper
Solis
A
Other
map measurements.
U
Soil Map Units
Special
Line Features
Source of Map: Natural Resources Conservation Service
Special
Point Features
S�_ a
Gully
Web Soil Survey URL: http://websoilsuwey.nres.usda.gov
��
Blowout
'—
Coordinate System: UTM Zone i BN
®
Borrow Pit
"- -
Short Steep Slope
This product is generated from the USDA-NRCS certified data as of
Other
the version date(s) listed below.
X
Clay Spot
Political Features
Soil Survey Area: Bertie County, North Carolina
•
Closed Depression
Municipalities
Survey Area Data: Version 10, Jan 18, 2007
X
Gravel Pit
p
Cities
Date(s) aerial images were photographed: 1998
..
Gravely Spot
Q
Urban Areas
The orthophoto or other base map on which the soil lines were
®
Landfill
water Features
compiled and digitized probably differs from the background
(]
Oceans
imagery displayed on these maps. As a result, some minor shifting
A
Lava Flow
of map unit boundaries may be evident,
Marsh
N
Streams and Canals
R
Mine or Quarry
Transportation
Rails
po
Miscellaneous Water
Roads
p.
Perennial Water
�y
Interstate Highways
.i
Rock Outcrop
H
US Routes
}
Saline Spot
State Highways
Sandy Spot
N
Local Roads
Severely Eroded Spot
v v
Other Roads
ca
0
Sinkhole
11
Slide or Slip
0
Sodic Spot
Spoil Area
Q
Stony Spot
US�9 Natural Resources Web Soil Survey 2.0 1/21/2008
Conservation Service National Cooperative Soil Survey Page 2 of 3