SW7090101_HISTORICAL FILE_20120402

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ . COMPLIANCE EVALUATION INSPECTION
DOC DATE
,�Wtl)4dc
YYYYMM DD

AVOUS ENGINEERING. P.A.
P.O. Box 15564 New Bern, North Carolina 28561 Office: 252.633.0068
RECEIVED
March 26, 2012
Mr. Scott Vinson APR - 2 2012
NCDENR - Water Quality Section
Washington,
Washington Square Mall D, A Q , A , A ^ O
Washington, NC27889 VV -VVH�'(
RE: Stormwater Penn it No. SW 7090101 Modification
Dunkin Donuts
1689 West 5°i Street, Washington, Beaufort County, North Carolina
AE Project No. 08026
Dcar AI:
Enclosed please find the following for the above -referenced project for your review and approval:
• Stormwater Permit Modification SW 709010 (Original and One Copy)
• Stormwater Narrative (Two Copies)
• Project Plans (Two Copies)
• USGS Map ('Two Copies)
• Stormwater Calculations (Two Copies)
• Copy of Property Deed
• LLC Documentation
• $505 Permit Fee
It is requested that you review the permit package at your earliest convenience.
Should you have any questions relating to this matter or need any additional information, please do not
hesitate to call. .
Sincerely,
is, P.E.

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RECEIVED
APR - 2 2012
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Pagel of 2
North Carolina
Elaine F. Marshall DEPARTMENT OFTHE
Secretary SECRETARYOF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 3/21 /2012
Click here to:
View Document Filings I File an Annual Report
J Print a Pre -populated Annual Report Fillable PDF Form I ®, I Print a Pre -populated Amended Annual Repor
Fillable PDF Form I
Corporation Names
Name
Name Type
NC L. WASHINGTON ENTERPRISES,
LEGAL
LLC
Limited Liability Company Information
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q�.-ef^
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SOSID:
1031988
Status:
Current -Active
APR - 2 2012
Effective Date:
3/10/2008
Annual Report Due Date:
Citizenship:
DOMESTIC
^,Q— /� / /r, Ro
State of Inc.:
NC
D V V V V/"�
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
EITNER, VIRGINIA J.
Office Address: i _
418 MADAM MOORES'LANE
NEW BERN NC 28562
Mailing Address:
PO BOX 3320
NEW BERN NC 28560
Principal Office
Office Address !
418 MADAM MOORES LANE
NEW BERN NC 28562
Mailing Address:
418 MADAM MOORES LANE
NEW BERN NC 28562
Officers
Title:
MANAGER
Name:. ,c
WILLIAM'EJAYNE:III
(Business Address:
PO BOX 3320
NEW BERN NC 28560.
Title:
MANAGER
Name:
BRUCE A. JAYNE
http://www. secretary. state. nc. us/corporations/Corp. aspx?Pitem Id=8761381

Page 2 of 2
Business Address:
PO BOX 3320
NEW BERN NC 28564
e: MANAhtK
ne: DALE R JAYNE
>iness Address`. tPO BOX 3320
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Versic
2404
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitem ld=8761381

RECEIVED
APR - 2 2012
DWQ-W ARO
Z[P O MAYO 6 MAYO ATTORNEYS AT LAW 102 WEST 2ND STREET WASHINGTON, N C 27009
e�wA-+v: Ward sM'YA)P.'+, Peg 60X 869, lt,&j&rn , ve assv3
NORTH CAROLINA
BEAUFORT COUNTY
tTHIS DEED, Made and entered into this the —dday of
March, 201.2, by and between ALFRED F. EDWARDS AND WIFE, ELAINE
EDWARDS of Beaufort County, North Carolina, hereinafter referred
to as parties of the first part; to L. WASHINGTON ENTERPRISES
LLC., A North Carolina Limited Liability of APO eols 337-o
01. w ey'-(l.) n1C `2$S'i,4 hereinafter referred to as party
of the second part;
W I T N E S S E T H:
That the said parties of the first part in consideration
of the sum of Ten Dollars and other good and valuable
consideration to them .in hand paid by said party of the second
part, the receipt of which is hereby acknowledged, have bargained
and sold and by these presents, do bargain, sell. and convey unto
the said party of the second part, its successors and assigns, the
following parcels or tracts of land in the City of Washington,
Beaufort County, North Carolina, more particularly described as
follows:
BFG[NNING on the Northeastern side of the Old pactolus Road (now North
Carolina State Srond 1402), said beginning poi nl being an iron pipe and said iron pipe is a common
corner between the land described herein and Lot Fourteen (14) of the G.N. Nobles Lot Division
as shown in the Beaufort County Registry in Map Book 8, Page 75: and running thence with North
Carolina State Road 1402, North 27 degrees 40' 00" West 75.0 feet to tar existing iron pipe, said
existing iron pipe being in the line of Lot Sixteen (16) of the G.P. Nobles Lot Division; thence with
the line of Lot Sixteen (16), North 62 degrees 20' 00" Last 180.0 feet to ;in existing iron pipe;
thence South 28 degrees 4 VOW East 76.43 feet to an exisling iron pipe in the line of Lot Fourteen
(14) of the G.P. Nobles Lot Division; thence with the Tine of Lot Fourteen (14) of the G. P. Nobles

PREPARED BY MAYO b MAYO ATTORNEYS AlLAW 102 WEST 2NO STREET WASHINGTON• N C 27889
Lot Division South 62 degrees 47' 00" West 181.30 feet to an iron pipe, the point of beginning and
being all of Lot Pitleen (15) of the G.P. Nobles Lot Division as shown on that certain nmp in Nlap
Book 8, Page 75, Beaufort County Registry and also being the stone as shown on that survey of
R. Waters, Registerd Land Surveyor, dated May 2, 1986.
Reference is hereby made to Book 1075, Page 230 and Death Book 92A, Page 41, and Bonk 84,
Page 224, Beaufort County Registry. And being the same as was conveyed to Alfred IC Edwards
and wife, Elaine Edwards by deed dated May 10, 2007 of record in Deed Book 1584, Inge 495,
Beaufort County Registry, to which map and deed reference are herein made and incorporated for
a more complete and detailed description.
TO HAVE AND TO HOLD the aforesaid parcel or tract of
land and all rights, privileges and appurtenances thereunto
belonging Lo him the said parties of the second part and their
heirs and assigns in fee, forever, subject to the following;
1. Subject to 2012 prorated ad valorem taxes.
2. Subject to zoning ordinances affecting property.
3. Subject to matters of record existing at the contract
date.
4. Non-compliance with any local, county, state or federal
governmental laws, ordinances or regulations relative to zoning,
subdivision, occupancy, use, construct.i.on or development of the
subject property.
5. The above described property IS NOT the grantors primary
residence.
And the said parties of the first part do covenant that
they are seized of said premises in fee and have the right to
convey the same in fee simple, that the same is free from
encumbrances, SUBJECT TO restrictions as set forth above, and that

PkrPARED BY: MAYO 6 MAYO ATTORNEYS AlLAW 102 WEST 2ND STREET WASHINGION. N C 21699
they will warrant and defend the title to the same against the
lawful claims of al.:lpersons whomsoever.
IN TESTIMONY WHEREOF, the said parties of the first part
have hereunto set their hands and seals the day and year first
above written.
GRE Z 2—,f 7-- (SEAL)
AL D F. EDWARDS
JZELCO� (SEAL)
ELAINE EDWARDS
NORTH CAROLINA
COUNTY OF BEAUFORT
;(, nt0� ID a' a Notary Public
in and for the Couy and tate a. r said, do hereby certify that
AL£RED F. EDWARDS AND WIFE,LAIN EDWARDS personally appeared
before me this .day and acknowledged the due execution of the
foregoing instrument for the purposes therein expressed.
Witness my hand and Seal, t,F�is the tq K day of
March, 2012. , 1�
0 T A k"`61 1 P U` V A, I C
My Commission expires: a'10'-101L-
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aOT/AFhr
puao'- 2_

RECEIVE®
:5.0 "P.G: 9'.2 .2
13=11FOIRT COMP LAND RECORDS Y
ROUMM FOM_ —. &-7 0 )
- z'�i (p
Land aeoorde Official Date
APR - 2 2012
D V Q-WARO
FOR REGISTRATION REGISTER OF DEEDS
�JENNIFER ORT COT NNITENURST
BERUFORT COUNTY, NC
-2008 JUN 21 10.50.21 AM
60650 PG,922-925 FEE:$20.00
NC REVENUE STAMP:$430.00
INSTRUMENT # 2008064696
PREPARED BY WAYLAND J. SERMONS, JR., ATTORNEY AT, LAW
TH CAROLINA
1JFORT COUNTY
THIS DEED, made this the day of June, 2008, by and between
SMITHWICK ENTERPRISES, L7iC9)a North Carolina Limited Liability
Company, party of the first part, and L. WASHINGTON ENTERPRISES,
L:LC., a North Ca'rolioa`Limited,Liability.Company, whose address is: Post
Office Box 3320, New Bern, North Carolina 28564, party of the second part:
WITNESS`ET`H:
That for and in consideration of the sum of Ten Dollars ($10A0) in hand paid
by. the party of the second part to the party of the first part,,and.for other, good and
valuable considerations to their moving, the receipt of which is hereby acknowledged,
said party of the first part has given, granted, bargained, and sold, and by these presents
does hereby give; grant, bargain, sell, and convey unto the party of the second part, its
heirs and assigns, in -fee simple,,that certain lot or parcel of land lying and being in
Beaufort County, North,Carolina'and niore'particularly described as follows:

eK16V5:'Opc.q-2;3
PARCEL ONE:, BEING ALL OF LOT V, as shown upon map duly
recorded in Map Book 8, Page 75, Beaufort County Registry, said lot fronting
on U.S. Highway 264 and running back between parallel lines.180 feet as
shown on said map. This landis a part of the land described in that certain
deed dated January 11, 1954, from G. P, Nobles and Wife, Lucy Nobles to
Ellis G. Alligood and Wife, Myrtle D. Alligood, both of whom are deceased.
Reference is made to the Will of Myrtle D. Alligood recorded in Beaufort
County Clerk of Superior Court'.s.0ffice, Estate File No. 79-E-i 78.
Reference is further made to deed in-nBook 790, Page 624, Beaufort County
Registry.
PARCEL TWO: All that certain tractor parcel of land lying and being situate in
the City of Washington, Beaufort County, North Carolina, and being more particularly
described as follows:. .
BEGINNING at an iron pipe in the western right of way line of West Fifth
Street, said iron pipe being.located219 66 feet southwardly from the
intersection of West Fifth Street and NCSR 1403 as said rights of way exist
in 1990. The point of beginning ties 258 feet southwardly from the former
southern right *of way line of NCSR 1403. THENCE FROM THIS POINT.
OF BEGINNING SO LOCATED South 60.degrees 18' 13" West 167.81 feet
to an iron pipe; thence South 29'degrees 48' 46" East 75.30 feet to an iron
pipe; thence North 60 degrees-] P 26" East 167.49 feet to an iron pipe in the
western right of,way line of West Fifth Street; thence along and with the
western right of Way -line of West' Fifth Street North 29 degrees 34' 12" West
74.97 feet to the point of beginning. The aforesaid property is lot No: 8 of the
G.P. Nobles Subdivision. Tbe'description is taken from a survey by Baldwin
& Associates dated November: 15, 1990.
Said property is comrnonlyknown as 1689 W. 5'° Street, Washington, NC
27889.
TO HAVE AND TO HOLD said lands and premises unto the party of the
second part, its heirs and assigns, in fee simple, together with all privileges and
belonging, subject to the following' conditions and restrictions:
1. Those easements and rights of ways of record;
2. Any and all matters,which.may be revealed by a current and accurate
survey;

' .�. • ': Sys
And the party of the first part covenants to and with the.party of the second
part, its heirs and assigns, that he is seized of said lands and has the right to convey the
same in fee simple; that the same is free and clear of all encumbrances, except those Ad
Valorem property taxes for the year 2008 and.subsequent years and those restrictions and
easements of record, and that subject thereto they do hereby warrant and will forever
defend the title thereto against the lawful claims of all persons whomsoever.
IN WITNESS WHEREOF; the party of the first part has hereunto set his
hand and seal, all by proper authority duly given, the day and year first above written
SMITHWICK ENTERPRISES, LLC.
(SEAL) .
TERRYL D. SMITHWICK, Member/Manager
STATE OF NORTH CAROLINA
COUNTY OF BEAUFORT
I, li 5 on. W wn i a Notary Public for said County and State,
do hereby certify that TERRYL D. SMITHWICK, who is personally known by me
or has produced;satisfactory eviderice'of identity,'peisonally'came before me. this day.,
and acknowledged that he,is the MeinbedMana e,r6f SMITHWICK
ENTERPRISES, LLC. a North Carolina Limited Liability Company, and
acknowledged on behalf of SMITHWICK ENTERPRISES; LLGthe due execution
of the foregoing instrument. `
Witness my hand and official seal,, this. the��y of June, 2008.
NO ARY PUBLIC
MyCominission expires: '
v
g ;=VARY
F
, r

4116 35Pc723
BEAUFORT
t
ROUTING FORM
hyne rVao,L
Lend Records Official Date
NORTH CAROLINA
BEAUFORT COUNTY
RECEIVED
., , .
APR - 2 2012
®�VQ'WAR
IFJOA ENNEFERT��EGGETiByry1TEHURB OEE05 .
BEflU2008 FOpT CO NTY NC
PM
8K:11635 PG: 7 3-16 FEE•$20.00
NC
REVENUE ST4 105.00
INSTRUMENT i 2008002116
THIS DEED, Made and entered into this the /NY day of
March, 2008,.by and between DERRECK WAYNE EDWARDS AND WIFE, BLAIR
B. EDWARDS of Beaufort County, North Carolina, hereinafter
referred to as parties of the -first part; to L. WASHINGTON
ENTERPRISES, LLC., A North Carolina Limited Liability Company of
Po hereinafter referred to as
party of the second part;
W I T;N ES S E T H
- - T-hat - the said- parties - of-- the .--f-irst- part",' ih`
consideration of the .sum of Ten Dollars and other good and
valuable consideration to them in hand paid by said party of the
second part, the receipt of which is hereby acknowledged, have
bargained. and sold and by these presents, do bargain, sell and
convey unto the said party of the second part, its successors and
and assigns, the following parcel or tract of land in Washington
Township, Beaufort .County,. North Carolina, more particularly
described as follows:
BEING on the North side of the Old Pactolus Road(now Grimes
Road); and being Lot 16 as shown on the map of the"G.P. Nobles
Lot 'which said..map is recorded -in -the -Register -of -Deeds
fi--�
Ofce of'Beaufort County in Map Book 8, Page 75. And being the
same as was .conveyed to. Derreck Wayne Edwards by deed dated
August 8, 2000' of" record in Deed Book 1175,.Page 203, Beaufort
tigq({ ref.er.ence.is herein made

BK1635'P,G724
Janowski;- PA dated 3/5/08 entitled "Survey. for Smithwick
Enterprises LLC" of record in Plat Cabinet Slide
Beaufort County Registry.
TO HAVE AND TO HOLD the aforesaid parcel or tract of
land and all rights, privileges and appurtenances thereunto
belonging to .him the said party of the second part and its
successors and assigns fee, forever, subject to the following;
1. Subject to 2008 prorated ad valorem taxes.
2. Such easements, rights.of way and restrictions of record
in Beaufort County Registry..-
3. Zoning ordinances affecting the subject property.
And the said parties of the first part do covenant that
the
.y.are seized of said premises in fee and have the right to
convey the same in fee simple, that the same is free ,from
encumbrances, subject to those matters as set forth above, and
.subject thereto;' and they will warrant and defend the title to.
the same against the lawful claims of all persons whomsoever.
IN TESTIMONY WHEREOF, the said parties of the first
part have hereunto set their hands and seals.,the day and year
first above written.

A
6.35PG725
i
.(SEAL)
BLAIR B. EDWARDS
NORTH CAROLINA
COUNTY OF BEAUFORT
I,. W�l! .C�,-�- r-"/' a Notary Public
in and for ,the County and State afore aid�eby certify that
DERRECR WAYNE EDWARDS and BLAIR B. EDWARDS personally appeared
before me this day and acknowledged the due execution of the
foregoing instrument for the'purposes therein expressed.
Witness my hand and Notarial Seal, this the day
of March:, 2008.
N O T A R Y P—F B L I C
My Commission expires: �f7-
♦♦♦♦ a ♦.,off P. "
. .� • �� Ali. �t ,.

VK - 16 3 5 n 7 2 6
JENNIF ER LEGGETT WHITEHURST
BEAUFORT.COUNTY REGISTER OF DEEDS
COURTHOUSE BUILDING
112-W..2ND STREET
WASHINGTON, NC 27889
............ ....... ...........
Flied For Registration: 03/25/2008'02:16:45 PM
Book: RE 1635 Page: 723-726
Document No.: 2008002116
DEED 4 PGS $20.00
NC REAL ESTATE EXCISETAk: $105.00
Recorder: ELIZABETH HOWARD
*2-008002116*
2008002116

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM ✓ ���� `.L
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. Project Name Dunkin Donuts -Washington
2. Location of land -disturbing activity: County Beaufort City or Township Washington
Highway/Street 1689 W 5`h Street Latitude 350 33.882 N Longitude 770 4.549 W
3. Approximate date land -disturbing activity will commence: July 2012
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Commercial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 1.2 Acres
6. Amount of fee enclosed: $ 130.00 The application fee of $65.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes X No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
E-mail Add
Cell #
Fax #
9. Landowner(s) of Record (attach accompanied page to list additional owners):
L. Washington Enterprises LLC
Name
P.O. Box 3320
Current Mailing Address
New Bern, NC 28563
City State Zip
252-671-1771 252-637-5576
Telephone Fax Number
Current Street Address
City
10. Deed Book No. 1 635 Page No. 0723 Provide a
1650 0922
Part B.
Person(s) or firm(s) who are financially responsible for the
comprehensive list of all responsible parties on an attached sheet):
L. Washington Enterprises, LLC
Name
P.O. Box 3320
Current Mailing Address
New Berri, NC 28563
City State Zip
of he most current�deeii.
APR - 3 2012 1
bing activity (Provide Ia
o�
E-mail Address
Current Street Address
City State Zip
Telephone [phone] Fax Number 252-637-5576

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name
Current Mailing Address
City State Zip
Telephone.
Address
Current Street Address
Fax
State Zip
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
City State
T
E-mail Address
Current Street Address
Fax Num
State Zip
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
rqinia Eitner rManaaer
7ie( r print Title or Authority
nature Date
I, Beth Simmons , a Notary Public of the County of Craven
State of North Carolina, hereby certify that Virginia Eitner appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this
4b s
NQT6RY _
c PUBLIC
VEN'Cttt`"x��
J
9 day of c,-- , 20_ -
���IILK�1� -1
Notary
My commission expires April 22, 2014

W a�zo
MCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Ms. Virginia Eitner, Member/Manger
L. Washington Enterprises, LLC
PO Box 3320
New Bern, NC 28560
Subject:
Dear Ms. Eitner:
Division of Water Quality
Coleen H. Sullins Dee Freeman
Director Secretary
�ws
May 13, 2009�� Pnnw �I L
PrA'%TA`i
State Stormwater P mit No. SW7090101
Dunkin Donuts — 1 89 West 5`h Street, Washington
High Density Co ercial Bio-Retention Project
Beaufort County
The Washington Regional O%e received a complete Stormwater Management Permit Application for
Dunkin Donuts — 1689 West 5` Street, Washington, North Carolina on March 27, 2009. Staff review
of the plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 21-1.1000. We are
forwarding Permit No. SW7090101 dated May 13, 2009, for the construction of the subject project.
This permit shall be effective from the date of issuance until May 13, 2019, 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.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adiudicatory hearing upon written request within thirth (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, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and
binding.
If you have any questions, or need additional information concerning this matter, please contact Scott
Vinson, or me at [phone].
Si cerely,
Al Hodge
Regional Supervisor
Surface Water Protection Section
AM/ sv: S:\WQS\STORMWATER\PERMIT\SW7090101
cc: Kevin Avolis, Avolis Engineering
CJty of Washington Building Inspections/Planning Dept
✓Washington Regional Office
Central Files
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
An Eaual Onnortunitv 1 Affirmative Action EmOnver
Internet: vvnv.nmaterquality.org
Phone, 252-946-6481 \ FAX: [phone]
FAX: [phone]
NorthCarolina
Naturally

State Stormwater Management Systems
Permit No. SW7090101
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
L. Washington Enterprises, LLC
Dunkin Donuts — 1689 West 5`n Street, Washington, North Carolina
Beaufort County
FOR THE
construction, operation and maintenance of one bioretention basin(s) in compliance
with the provisions of Session Law 2008-211 and 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.
This permit shall be effective from the date of issuance until May 13, 2019, and shall be
subject to the following specified conditions and limitations:
I. 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 in Section 1.7 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 19,189 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area as indicated in Section
1.7 of this permit, and per the application documents and as shown on the
approved plans.
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 the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7090101
The following design criteria have been provided in the bioretention basin and
must be maintained at design condition:
a. Drainage Area, acres:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Max. Ponded Depth, inches:
e. Seasonal High Water Table, fmsl:
f. Planting Media Depth, feet:
g. Basin Dimensions, feet:
h. Bottom Elevation, fmsl:
i. Bottom Surface Area, ft2:
j. Permitted Storage Volume, ft3:
k. Bypass / Storage Elevation, fmsl:
I. Drawdown Time, hours:
M. Underdrain Diameter, inches:
n. Type of In -situ Soils:
o. Expected Infiltration Rate, in/hr:
P. Total number of plants provided:
q. Receiving Stream/River Basin:
r. Stream Index Number:
S. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
0.89
19,189
1.50 required - 2.68 provided
10.80
8.33
3.25
— 32 X 150
11.5
4,295
4,288 provided — 2,401 required
12.40
1.04
n/a, no underdrains
Tarboro sands
10.30
54
Kennedy Creek / Tar -Pamlico
28 — 104
"C; NSW"
1. 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 surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans.
f. Debris removal and unclogging of all drainage structures, level spreader,
filter media, planting media, underdrains, catch basins and piping.
g. Access to the basin and outlet structure must be available at all times.
Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and
what actions were taken.
The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance and inspection records for each BMP. The report
shall summarize the inspection dates, results of the inspections, and the
maintenance work performed at each inspection.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
Page 3 of 7

State Stormwater Management Systems
Permit No. SV 7090101
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from 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. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriate recorded
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
13. 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.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form signed by both parties, to the
Division of Water Quality, accompanied by the supporting documentation as
listed on page 2 of the form. The approval of this request will be considered on
its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves a request to transfer the permit.
Paqe 4 of 7

State Stormwater Management Systems
Permit No. SV 7090101
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. 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) having jurisdiction.
5. 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.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until May 13, 2019.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee
Permit issued this the 13`h day of May, 2009.
NO
TH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit No. SW7090101
Pane 5 of 7

State Stormwater Management Systems
Permit No. SW7090101
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation, per the vegetation plan.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: City of Washington Building Inspections/Planning Dept.
Page 7 of 7

State Stormwater Management Systems
Permit No, SV 7090101
Dunkin Donuts
Stormwater Permit No. SW7090101
Beaufort Countv
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project Name)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Pape 6 of 7

' DWQ USE ONLY
Date Received
Fee Paid
Permit Number
JA
- 2 2009
s
" . State of North Carolina S1�f� )/a�Q9
Department of Environment and Natural Resources p O
Division of Water Quality UJ CG I
STORMWATER MANAGEMENT PERMIT APPLICATION FORM CA
This form may be photocopied for use as an original
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
L. Washington Enterprises, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Virginia Eitner, Member/Manager
3. Mailing Address for person listed in item 2 above:
City:New Bern State:NC Zip:28560
Phone: (252 ) 671-1771 Fax: (252 ) 637-5576
Email:[e-mail]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Dunkin DOnuts - 1689 West 5°' Street, Washington, North Carolina
5. Location of Project (street address):
1689 West 50' Street (Highway 264 West)
City: Washington County:Beaufort Zip:27889
6. Directions to project (from nearest major intersection):
U.S. Highway 264 West to 200 feet before (east of) intersection of 264 and NCSR 1567 (Clarks Neck Road)
7. Latitude:35° 33.882' " N Longitude:77° 4.549' " W of project
8. Contact person who can answer questions about the project:
Name:Virginia Eitner Telephone Number: (252 ) 671-1771
Email:[e-mail]
IL PERMIT INFORMATION:
1. Specify whether project is (check one)
0I
❑Renewal ❑Modification
Form SWU-101 Version 03.27.08
Page I of 4

2. If this, application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number N/A and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ZI-ligh Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
See Attached - Bio-Retention Area
2. Stormwater runoff from this project drains to the Tar -Pamlico River basin.
3. Total Property Area: 0.89 acres 4. Total Wetlands Area: 0 acres
5. 100' Wide Strip of Wetland Area: 0 acres (not applicable if no wetlands exist on site)
6. Total Project Area**:0.89 acres 7. Project Built Upon Area:49.5 %
8. How many drainage areas does the project have?l
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density Droiects, complete the table with one drainage area for each engineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Kennedy Creek
Stream Class & Index No.
C, NSW 28-104
Total Drainage Area (so
38,770 SF, 0.89 Acre
On -site Drainage Area (so
38,770 SF, 0.89 Acre
Off -site Drainage Area (so
0
Existing Impervious* Area (sf)
0
Proposed Impervious*Area (sf)
19,189 SF, 0.44 Acres
% Impervious* Area (total)
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (so
2,334 SF
On -site Streets (so
On -site Parking (so
15,803 SF
On -site Sidewalks (so
1,052 SF
Other on -site (so
Off -site (so
Total (so:
19,189 SF, 0.44 AC
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation. This is the area used to calculate percent project built upon area (BUA).
Form SWU-101 Version 03.27.08 Page 2 of 4

10. How was the off -site impervious area listed above
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment. Forms can be
downloaded from http://h2o.enr.state.nc.us/su/bml2 forms.htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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 State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BM P specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms. Forms can be downloaded from htto://h2o.enr.state.nc.us/su/bml2 forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form SWU-101 Version 03.27.08 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at http://h2o.enr.state.nc.us/su/msi maps.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one ropy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions &Protective Covenants Form (if
Init
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soils report
• Two copies of plans and specifications (sealed, signed &dated), 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, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm): Avolis Engineering, P.A.
Mailing Address: P.O. Box 15564
City: New Bern State: NC Zip: 28561
Phone: (252 ) 633-0068 Fax: (252 ) 633-6507
Email:[e-mail]
Vill. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Virginia Eitner
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants ecorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1 .10001
Date:
Mem
Form SWU-101 Version 03-2Z.08 Page 4 of 4

Permit Number 5t 7oa 0101
(to be provided by DWQ)
ATGA
NCDENR
1 ✓_6 M+�
o�<
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name
Dunkin Donuts - Washington, North Carolina
Contact name
Virginia Einar
Phone number
252-671-1771
Date
December 5, 2008
Drainage area number
1
Drainage area
38,770 ft'
Impervious area
19,189 ft'
Percent impervious
49.5% %��q�
rr�
Design rainfall depth
1.5 inch
Peak Flow Calculations
JAN — 2 2009
Is pre/post control of the 1-yr, 24-hr peak flow required?
Y (Y or N)
1-yr, 24-hr runoff depth
3.5 in
1-yr, 24-hr intensity
4.42 Whir
{- 9r' "• : `r1
Pre -development 1-yr, 24-hr peak flow
1.400 ft'/sec
Post -development 1-yr, 24-hr peak flow
0.000 ft3/sec
Pre/Post 1-yr, 24-hr peak control
-1.400 ft'/sec
Storage Volume: Non -SA Waters
Minimum volume required
4,116.0 ft'
Volume provided
4,288.0 ft'
OK
Storage Volume: SA Waters
1.5" runoff volume
W
Pre -development 1-yr, 24-hr runoff
ft'
Post -development 1-yr, 24-hr runoff
ft'
Minimum volume required
0 W
Volume provided
W
Cell Dimensions
Ponding depth of water
10.8 inches
OK
Fondling depth of water
0.90 ft
Surface area of the top of the bioretention cell
5,240.0 ft'
OK
Length:
Varies ft
OK
Width:
Vanes It
OK
-or- Radius
loft
OK
Media and Soils Summary
Drawdown time, ponded volume
1.04 hr
OK
Drawdown time, to 24 inches below surface
24 hr
OK
Drawdown time, total:
25.04 hr
In -situ soil:
Soil permeability
10.30 in/hr
OK
Planting media soil:
Soil permeability
1.00 in/hr
OK
Soil composition
% Sand (by weight)
86%
OK
• Fines (by weight)
10%
OK
% Organic (by weight)
4%
OK
Total: 100%
Phosphorus Index (P-Index) of media
20 (unitless)
OK
Form SW401-Bioretention-Reve
Pans I and II. Design Summary, Page 1 of 2

Permit Number:
(to be provided by DWQ)
Basin Elevations
Temporary pool elevation
12.40 fmsl
Type of bioretention cell (answer 'Y' to only one of the two
following questions):
Is this a grassed cell?
N (Y or N)
Is this a cell with trees/shrubs?
Y (Y or N) OK media depth
Planting elevation (top of the mulch or grass sod layer)
11.5 fmsl
Depth of mulch
3 inches OK
Bottom of the planting media soil
8.25 fmsl
Planting media depth
3.25 ft
Depth of washed sand below planting media soil
0,33 inches
Are underdrains being installed?
N (Y or N)
How many clean out pipes are being installed?
0
Insufficient number of clean out pipes provided.
What factor of safety is used for sizing the underdrains? (See
0
Insufficient factor of safety.
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
0 It
the bottom of the cell to account for underdrains
Bottom of the cell required
11.2 fmsl
SHWT elevation
8.33 fmsl
Distance from bottom to SHWT
2.07 ft
Insufficient distance to SHWT.
Planting Plan
Number of tree species
2
Number of shrub species
3
Number of herbaceous groundcover species
2
OK
Additional Information
Does volume in excess of the design volume bypass the
Y (Y or N)
OK
bioretention cell?
Does volume in excess of the design volume flow evenly distributed
N (Y or N)
through a vegetated filter?
What is the length of the vegetated filter?
0 If
Does the design use a level spreader to evenly distribute flow?
N (Y or N)
Is the BMP located at least 30 feet from surface waters (50 feet if
Y
(Y or N)
OK
SA waters)?
Is the BMP localed at least 100 feet from water supply wells?
Y
(Y or N)
OK
Are the vegetated side slopes equal to or less than 3:1?
Y
(Y or N)
OK
Is the BMP located in a proposed drainage easement with access
Y
(Y or N)
OK
to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
0.5 ft/sec
OK
Is the area surrounding the cell likely to undergo development in
N
(Y or N)
OK
the future?
Are the slopes draining to the bioretention cell greater than 20%?
N
(Y or N)
OK
Is the drainage area permanently stabilized?
Y
(Y or N)
OK
Pretreatment Used
(Indicate Type Used with an'X' in the shaded cell)
Gravel and grass
X
(81nches gravel followed by 3-5 If of grass)
Grassed swale
OK
Forebay
Other
Form SW401-Bioretention-Rev.6 Parts I and It. Design Summary, Page 2 of 2

Permit
be
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
itials
M
Pagel Plan
Sheet No.
C4 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Cell dimensions,
- Pretreatment system,
- High Flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Clean out pipe locations,
- Overflow device, and
- Boundaries of drainage easement.
C5 2. Plan details (1" = 30' or larger) for the bioretention cell showing:
- Cell dimensions
- Pretreatment system,
- High Flow bypass system,
- Maintenance access,
- Recorded drainage easement and public right of way (ROW),
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Clean out pipe locations,
- Overflow device, and
- Boundaries of drainage easement.
C5 3. Section view of the bioretention cell (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower
- Underdrain system (if applicable), and
- Bioretention cell layers [ground level and slope, pre-treatment, ponding depth, mulch depth, fill media
depth, washed sand, filter fabric (or choking stone if applicable), #57 stone, underdrains (if applicable),
SHWT level(s), and overflow structure]
CALCS 4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information. All
elevations shall be in feet mean sea level (fmsl). Results of soils tests of both the planting soil and the in
situ soil must include:
- Soil permeability,
Soil composition (%% sand, % fines, % organic), and
P-index.
C5 5. A detailed planting plan (1" = 20' or larger) prepared by a qualified individual showing:
- A variety of suitable species,
- Sizes, spacing and locations of plantings,
- Total quantity of each type of plant specified,
- A planting detail,
- The source nursery for the plants, and
- Fertilizer and watering requirements to establish vegetation.
C5
CALCS
-0-L X
6. A construction sequence that shows how the bioretention cell will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations (including underdrain calculations, if applicable).
,8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
Form SW401-13ioretention-Rev.3 Part III, Page 1 of 1

Permit Number: rw o I,(7
(to be provided by D VQ)
Drainage Area Number: 1
Bioretention Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important operation and maintenance procedures:
— Immediately after the bioretention cell is established, the plants will be watered
twice weekly if needed until the plants become established (commonly six
weeks).
— Snow, mulch or any other material will NEVER be piled on the surface of the
bioretention cell.
— Heavy equipment will NEVER be driven over the bioretention cell.
— Special care will be taken to prevent sediment from entering the bioretention cell.
— Once a year, a soil test of the soil media will be conducted.
After the bioretention cell is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblems:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
bioretention cell
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe,
The pipe is clogged (if
Unclog the pipe. Dispose of the
stone verge or swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable) .
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Stone verge is clogged or
Remove sediment and clogged
covered in sediment (if
stone and replace with clean stone.
applicable).
JAN - 2 2009
T , _
Form SW401-Bioretention O&M-Rev.3 - Page 1 of 1

BMP element:
Potentialproblems:
How I will remediate theproblem:
The pretreatment area
Flow is bypassing
Regrade if necessary to route all
pretreatment area and/or
flow to the pretreatment area.
gullies have formed.
Restabilize the area after grading.
Sediment has accumulated to
Search for the source of the
a depth greater than three
sediment and remedy the problem if
inches.
possible. Remove the sediment and
restabilize the pretreatment area.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand.
The bioretention cell:
Best professional practices
Prune according to best professional
vegetation
show that pruning is needed
practices.
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Tree stakes/wires are present
Remove tree stake/wires (which
six months after planting.
can kill the tree if not removed).
The bioretention cell:
Mulch is breaking down or
Spot mulch if there are only random
soils and mulch
has floated away.
void areas. Replace whole mulch
layer if necessary. Remove the
remaining much and replace with
triple shredded hard wood mulch at
a maximum depth of three inches.
Soils and/or mulch are
Determine the extent of the clogging
clogged with sediment.
- remove and replace either just the
top layers or the entire media as
needed. Dispose of the spoil in an
appropriate off -site location. Use
triple shredded hard wood mulch at
a maximum depth of three inches.
Search for the source of the
sediment and remedy the problem if
possible.
An annual soil test shows that
Dolomitic lime shall be applied as
PH has dropped or heavy
recommended per the soil test and
metals have accumulated in
toxic soils shall be removed,
the soil media.
disposed of properly and replaced
with new planting media.
Form SW401-Bioretention O&M-Rev.3 Page 2 of 2

BMP element:
Potentialproblems:
How I will remediate theproblem:
The underdrain system
Clogging has occurred.
Wash out the underdrain system.
(if applicable)
The drop inlet
Clogging has occurred.
Clean out the drop inlet. Dispose of
the sediment off -site.
The drop inlet is damaged
Repair or replace the drop inlet.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Bioretention O&M-Rev.3 Page 3 of 3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Dunkin Donuts - Washington, North Carolina
BMP drainage area number:
Print name: Virgnia Eitner
Title: Member/Manager
Address: P.O. Box 3320, New Bern, NC 28560
Phon
Signs
Date
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1, Beth Simmons , a Notary Public for the State of
North Carolina County of Craven , do hereby certify that
Virginia Eitner personally appeared before me this
day of (-A�N' QyY\b� , 2008 , and acknowledge the due execution of' the
forgoing bioretention maintenance requirements. Witness my hand and official seal,
\A SIh94p/i4
NOTAny
PUBLIC
A
SEAL
My commission expires April 22,'.; 2009
JAN - 2 20r9
Form SW401-Bioretention I&M-Rev. 2 Page 4 of 4

I
I�P!Pgdlt�;�:

f---N AVOLIS ENGINEERING, P.A.
�3E P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
r-. Y�^j�- 2 k; H
March 26, 2009 N ` ly. "
Mr. Scott Vinson
Environmental Engineer
NCDENR
Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
MAR 2 7 2009
RE: Stormwater Review SW7090101
Dunkin Donuts, Washington, Beaufort County, North Carolina
AE Project No. 08026
Dear Scott:
In response to your March 11, 2009 letter, enclosed please find the following:
• Project Plans - Sheet C4 and C5 (Two Copies)
The following revisions have been made:
The spot elevations have been more clearly annotated to depict that no oft=site
drainage will be entering the bio-retention area.
2. The drainage area to the bio-retention area has been labeled or, the plans.
It is requested that you continue with your review of the Stormwater Pennit and i f deemed
acceptable, issue the Pennit for this project.
Your assistance with this project is greatly appreciated.
cerely,
in Avolis, P.E.
;-President

North Carolina
Beverly Eaves Perdue
Governor
Ms. Virginia Eitner, Mcmber/Manager
L. Washington Enterprises, LLC
PO Box 3320
New Bern, NC 28560
Dear Ms. Eitner:
T�4-.
NC®ENR
Department of Environment and
Division of Water Quality
Coleen H. Sullins
Director
March 11, 2009
Natural Resources
Subject: Stormwater Review SW7090101
Dunkin Donuts — Washington, NC
Beaufort County
Dee Freeman
Secretary
This office received a Coastal Stormwater permit application and plans for the subject project on January 2, 2009.
A preliminary review of the project indicates that before a State Stormwatcr permit can be issued the following additional
information is needed.
I. Please delineate the drainage area to the bioretention area.
2. Please verify that forming the north side of the gutter along the Grimes Rd. entrance will not allow any off -site
drainage to spill onto the new entrance road finding it's way into the proposed bioretention area.
3. The grading plan sheet, C4, has a lot of clutter along the Grimes Rd. entrance and the spot elevations are hard to
read. Please clearly show the spot elevations and/or grading that will direct sormwater runoff back in a
northeasterly direction and into the bioretention area and not into the Grimes Rd. right of way.
4. Please do not forget to have any plans, calculations, supplements, narrative, etc, revised, signed, scaled and dated
as necessary when re -submitting.
The above requested information must be received in this office prior to April 11, 2009 or your application will be
returned as incomplete. The return of this project will necessitate resubmittal of all required items including the
application fee. If you need additional time to submit the required information, please mail or fax your request for
time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any development
activity. Construction without a permit is a violation of 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].
cc: Kevin Avolis, PE
Washington Regional Office
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Sincerely,
A/
Scott Vinson
Environmental Engineer
Washington Regional Office
Internet: w .nmaterqualily arg
Phone: [phone]\FAX! 252-946-9215
FAX: [phone]
None
rthCarolin;
Naturally
An Faust O000rtunity 1 Aflinnative Action Emobvx

4

AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
December 17, 2008
Mr. Al Hodge
NCDENR - Water Quality Section
943 Washington Square Mall
Washington, NC 27889
RE: Proposed Dunkin Donuts
1689 U.S. Highway 264 West (West 51h Street)
Washington, Beaufort County, North Carolina
AE Project No. 08026
Dear Al:
JAN - 2 2009
Enclosed please find the following for the above -referenced project for your review and
approval: . .
• Stormwater Permit (Original and One Copy)
• Project Plans (Two Copies)
• Stormwater Calculations (Two Copies)
• $505 Permit Pee
It is requested that you review the permit package at your earliest convenience.
Should you have any questions relating to this matter or need any additional information, please
do not hesitate to call.
Sincerely,
r Avolis, P.E.
President

North Carolina Secretary of State
http: //www. secretary.state. nc.us/corporations/Corp.aspx?Pitemld=8761381
Elaine F. Marshall
Secretary
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Date: 1/2/2009
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SOSID:
1031988
Status:
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NC
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New Bern NC 28562
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I of2 1/2/2009 2:00 PM

STORMWATER NARRATIVE jAN - 2 20G9
Proposed Dunkin Donuts
1689 U.S. Highway 264 West (West 51h Street)
Washington, Beaufort County, North Carolina
This project consists of the development of a new Dunkin Donut facility on a parcel of land
covering a total of 38,770 square feet, 0.89 acres. The subject property is presently developed
with three residential dwellings which will be demolished. A new Dunkin Donuts facility and
parking facilities will be constructed on the site which will cover a total area of 19,189 square
feet. The project built -upon percentage of 49.5% results.
The proposed project is classified as a high density project as it relates to stormwater collection
and treatment. Additionally, the project is located within the City of Washington which has a
Stormwater Management Ordinance and Program for Nutrient Control. The City of Washington
Stormwater Program requires that the post -development runoff level be attenuated, through
stormwater control, to pre -development levels, as a minimum. This Stormwater Program sets
threshold for nitrogen and phosphorus export from the site.
The new Coastal Stormwater Regulations which are effective October 1, 2008 are triggered by
this project since in excess of 10,000 square feet of impermeable surfaces is proposed.
In order to attenuate post -development runoff levels to pre -development runoff levels, a bio-
retention area will be installed on the site. The bio-retention area is sized to contain the full
difference between pre and post development runoff levels for the one-year, 24-hour storm. The
proposed storage volume in the bio-retention basin is 4,288 cubic feet.
The proposed bio-retention area provides nutrient removal efficiencies of 40% reduction for
nitrogen and 35% for phosphorus. The removal of the nitrogen and phosphorus in the bio-
retention area results in export levels near the prescribed minimums. A buydown feature is
provided for in the City of Washington Stormwater Management Ordinance and will be utilized
to further offset nitrogen and phosphorus exports for the project. Payment to the Ecosystem
Enhancement Program is proposed for the additional nutrient control measures.
The soils on the subject property consist of Tarboro sand. The permeability rates for these soils
is reported to be 6 to 20 inches per hour. The season high water table on the subject property was
revealed at a depth of 50 below the surface, at an elevation of 8.33. The bottom of the bio-
retention basin is set to an elevation of 11.2 feet or approximately 2.87 feet above the seasonal
high water table.
As designed, the project complies with Coastal Stormwater Regulations effective October 1,
2008 and the City of Washington Stormwater Management Ordinance and Program for Nutrient
Control last revised February 6, 2008.