SW7121007_HISTORICAL FILE_20160531

11E Co V _
State of North Carolina
Department of Environment and Natural Resources M AY 3 1 2016
Division of Water Quality
t7
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANCE FORM rla,
I. CURRENT PERMIT INFORMATION
1, Stormwater Management Permit Number:f Sw7131007
2. Project Name:Wa1 Mart Store #7207, Oriental Pamlico County
3. Current Permit Holder's.Company Name/Organization: Goal-Mart stores East, LP
4. Signing Official's Name: Nick Goodman Title: Director
5. Mailing Address: 2001 s E 1 0th St ,
City: Bentonville State:AR Zip: 72716
6. Phone: 479 204-0467 Fax: ( ajg 1 204-9634
If. PROPOSED PERMITTEE/OWNER/PROJECT/ADDRESS INFORMATION
This request is for: (please check all that apply)
j] Name change of the owner(Please complete Items 1, 2 and 3 below)
FX1 Name change of project (Please complete Item 5 below)
F Change in ownership of the property/company(Please complete Items 1, 2, 3, and 4 below)
© Mailing address/phone number change. (Please complete Item 4 below)
❑ Other(please explain):
1. Proposed permittee's company name/organizatlowinockhart oriental' Investments, LLC
2. Proposed permittee's signing official's name: William C. Flockhart
3. Proposed permittee's title:, Member/Manager_ � - -
4. Mailing Address: P.o. Box 296
City: Grantsboro State: N.C. Zip: 28529
Phone: ( 910 2R4 - 3388 Fax: ( 1
5. New Project Name to be placed on permit: r t c%1 xt G-r o e e y
Please check the appropriate box. The proposed permittee listed above is:
❑ HOA or PDA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stormwater system features. Print name of HOA or
POA in#1 above and provide name of HOA/POA's authorized representative In#2 above)
The property owner
F] Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
❑ Purchaser (Attach a copy of the pending sales agreement. Final approval of this transfer will be
granted upon receipt of a copy of the recorded deed)
❑ Developer (Complete Property Owner Information on page 4)
SSW N/O Change Rev24Sept2012 Page.1 of 4

III. REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal. Failure to provide the
listed items may result in processing delays or denial of the transfer.
1. This completed and signed form. This cerhficatiori must be;completed.and signed by both the
current permit holder And the,new applicant if this is a change of ownership:
2. Legal documentation of the property transfer to a new owner.
3. A copy of any recorded deed restrictions, covenants, or easements, If required by the permit.
4.The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ.
5. If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee.
6. The $40.00 processing fee. If this is an initial transfer from the original permittee the processing
fee is not required. Subsequent ownership transfers will require the$40.00 processing fee.
IV. CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement:
❑ Check here if the current permittee is only changing his/her/its name, the project name, or mailing
address, but will retain the permit. I, , the current
permittee, hereby notify the DWQ that I am changing my name and/or I am changing my mailing
address and/or I am changing the name of the permitted projeect. I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not Included, this application package will be returned as
incomplete.
® Check here if current permittee is transferring the property to a new owner and will not retain
ownership of the permit. W A L• MAa' s 'iz"c ¢Alt, L P
I, Nick (-000 Ems, D «<r� n o F . the current permittee, am submitting this application
fora transfer of ownership for permit# Sw7131 007 I hereby notify DWQ of the sale or
other legal transfer of the stormwater system associated with this permit. I have provided a copy of
the most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as-built plans, the approved
operation and maintenance agreement, past maintenance records, and the most recent DWQ
stormwater inspection report to the proposed permittee named in Sections II and V of this form. I
further attest that this application for a name/ownership change is accurate and complete to the best
of my knowledge. I understaIthat ll required parts of this application are not completed or if all
required supporting informatachments listed above are not included, this application
package wilt be returned ase. I assign all rights and obligations as permittee to the
proposed permittee named II and V of this form. I understand that this transfer of
ownership cannot be approDWQ unless and until the facility is in compliance with the
permit. )
Signature: Date: S/a�/► h
I, //"ce n ur I�, o_A_ rsa Notary Public for the State of
�q r�a.x.5 a.s County of b-e 14C_4 do hereby certify that
�a c K oo O.tJ personally appeared before me this the
20 f`y day of 20 6, and acknowledge the due execution of the
forgoing instrum Wlt ess my hand and official seal, (Notary Seal)
NANCY R.=mb
Nor Signat a NOTAR
Benton Co
My CommissionCommission N
SSW N/O Change Rev24Sept2012 Page 2 of 4

V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
Proposed Permittee for all transfers of ownership)
Min^MC't/Mh�K�t(i o '� 1`l.oGk�-th2T a2�t.v Th C I ^+ V4 CCT-n^E 7$
1 William C. Flockhart hereby notify the DWQ that I have acquired
through sale, lease or legal transfer, the responsibility for operating and maintaining the permitted
stormwater management system, and, if applicable, constructing the permitted system. I
acknowledge and attest that I have received a copy of: (check all that apply to this permit)
®X the most recent permit
the designer's certification for each BMP
X❑ any recorded deed restrictions, covenants, or easements
❑ the DWQ approved plans and/or approved as-built plans
❑ the approved operation and maintenance agreement
epast maintenance records from the previous permittee (where required)
DWQ stormwater inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans. I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement. I further attest that this application for a name/ownership
change is accurate and complete to the best of my knowledge. I understand that if all required parts
of this application are not completed or if all required supporting information and attachments listed
above are not included, this application packa w' be returned as incomplete.
rm � r
Signature:Lk, � MveD ate:
L. '�>f t--A m a tL , a Notary Public for the State of
>J o p.rt-k C AUK) N I'- County of i�k &k < < a do hereby certify that
William C. Flockhartper o all�I app8ared before me this the
F-O Ptsi�= nc�. ItM�t+'tS� lCC-
ZS day of MAY 20L, and acknowledge thug dmia,execution of the
forgoing instrument.Witness my hand and official seal �P. �' 0 ",%
a) X71
Notary Signature
zD;
M y cam - c K q- I -Lo
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and processing fee if required), should be
sent to the appropriate Regional Office of the North Carolina Department of environment and Natural
Resources, Division of Water Quality, as shown on the attached map.
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 o1 this document. Both the lessee/developer and the property
owner will appear on the permit as permittees.
SSW N/O Change Rev24Sept2012 Page 3 of 4

VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections 11 and V of this form is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form:
Printed Name: William C. Flockhart
Organization: - _ _ Flockhart Oriental Investments, LLC
Title within the Organization: President and Member/Manager
Street Address: 1400-B Broad Street
City: Oriental State: N.C. Zip: 28571
Mailing Address: P.O. Box 296
(if different from street address)
City: Grantsboro State: N.C. Zip: 28529
Phone: (910) 284-3388 Fax:
Email: [e-mail]
certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections II and V to develop and/or, lease the property. A copy
of the lease agreement or other contract, which indicates the party responsible for the construction
and/or operation and maintenance of the stormwater system, has been provided with the submittal.
As the legal property owner I acknowledge, understand, and agree by my signature below, that I will
appear as a permittee along with the lessee/developer and I will therefore share responsibility for
compliance with the DWQ Stormwater permit. As the property owner, it is my responsibility to notify
DWQ by submitting a completed Name/Ownership Change Form within 30 days of procuring a
developer, lessee or purchaser for the properly. l understand that failure to operate and maintain the
stormwater treatment facility in accordance with the permit is a violation of NC General Statute
(NCGS) 143-215.1, and may result in appropriate enforcement action including the assessment of
civil penalties of up to $25,000 per day, pursuant to NCCGGSS 143-215.6.
Signature of the property owne6 w L-C '�L�J�ate:
I,_ (iPr L. a , a Notary Public for the State of
CA.(LALtN A--' , County of t _ , do hereby certify that
William C. Flockhart personally appeared before me this the
? s r3& day of AAA 20 16 , and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
Q4 , (Notary Seal)
MUtary Signature
MY cone . 4nP ' 9^ I^ 2o2a ,'•'NOTgw(9
SSW N/O Change Rev24Sept2012 Page 4 of 4

DELAMAR & DELAMAR, PLLC 5W713100 7
ATTORNEYS AT LAW
408 MAIN STREET
POST OFFICE BOX 411 TELEPHONE
BAYBORO, NORTH CAROLINA 28515 [phone]
PAUL J. DELAMAR FAX
SARA L. DELAMAR [phone]
TO: Samir Dumpor
jV
FROM: Sara L. Delamar
MAY 3 1 2016
RE: Flockhart Oriental Investments, Inc.
DATE: 5/25/2016
PLEASE FIND ENCLOSED THE FOLLOWING:
Stormwater permit name/ownership change form
® For your records.

SIDS

Sara Delamar
From: Dumpor, Samir <[e-mail]>
Sent: Thursday, May 12, 2016 3:09 PM
To: Sara Delamar
Subject: RE:Wal-Mart Stormwater permit
Sara,
Yes. It is OK to send the stormwater permit ownership change form to us shortly after closing.
Thanks
Samir
Samir Dumpor, PE
Regional Engineer
Division of Energy, Mineral, and Land Resources
Department of Environmental Quality
252-948-3959 office
samir.dumoor(cilncdenr.gov
MAY 3 1 2015
943 Washington Square Mall
Washington, NC 27889 [ems
cu
�Nothtng Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Sara Delamar Imailto:sara(@delamarlaw.com]
Sent:Thursday, May 12, 2016 2:35 PM
To: Dumpor,Samir<[e-mail]>
Subject: RE: Wal-Mart Stormwater permit
Samir,
To confirm our conversation, it will be okay for us to send the storm water permit transfer from Wal-Mart to the new
owner shortly after closing, rather than 30 days before, correct?
Thanks!
Sara
SARA L. DELAMAR
DELAMAR &DELAMAR, PLLC,ATTORNEYS AT LAW
1

LI RECH
July 16,2014 JUL 1i 2014
Via: FedEx
NCDENR-Washington Regional Office
943 Washington Square Mall
Washington,NC 27889
Attn:Mr. Scott Vinson
Re: Proposed Wal-Mart Express-#7207
Pamlico County
Oriental,NC
BE#NCC138117
Dear Mr.Vinson,
With regard to the above-referenced project,we are providing the following for your review/records.
• Designer's Certification.
Please confirm that you do not need any additional information. Should you have any questions or require additional
information,please contact me at(980)272-3400.
Sincerely,
B0 EN N ,INC.
Kyle J.Crowe,P.E.
enc.
cc: File

6y.
NOS .tt A#

i
Wal-Mart Store# 7207, Oriental
Stormwater Permit No. SW7131007
Pamlico County
Designer's Certification
I, Kyle Crowe as a duly registered Professional Engineer in the
State of North Carolina, having been authorized to observe (;periodically/weekly/full
time) the construction of the project,
Wal-Mart Store #7207
(Project)
for Wal-Mart Stores East, LP (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:
SEAL
Signature
Registratio4m.�hr 039112
Date 7/15/14
` �N•.C.ARO! %%
o�.oFEss o��9
_ = a SEAL _
0;9112
ir, �GINE���
Page 6 of 7

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

REC' VIED
NCDENR JUL TS 2014
North Carolina Department of Environment and Nat"lt esf r �� �-+
Division of Energy, Mineral, and Land Resodr�essr" tti° fir„ k ` use
Land Quality Section
Tracy E. Davis,PE,CPM Pat McCrory,Governor
Director John E. Skvada,III,Secretary
January 13, 2014
Wal-Mart Stores East, LP
Mr. Michael Tpomas, Director of Protect Design &Management
2001 SE 10t Street
Bentonville, AR 72716
Subject: Stormwater Permit No. SW7131007
Wal-Mart Store#7207, Oriental
High Density Commercial Wet Pond Project
Pamlico County
Dear Mr. Thomas:
The Washington Regional Office received a complete Stormwater Management Permit
Application for the Wal-Mart Store#7207 in Oriental on December 12, 2013 and
additional information on December 30, 2013. 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
2H.1000. We are forwarding Permit No. SW7131007 dated January 13, 2014, for the
construction of the subject project.
This permit shall be effective from the date of issuance until January 13, 2022, 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 adjudicatory hearing upon written request within thirty(30)
days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150E of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact me at [phone].
Serely,
Scott Vinson
Environmental Engineer
G:\LR\SWP\SAV\G-Stormwater\PERMIT\SW7131007
cc: Kyle Crowe, PE—Bohler Engineering
Pamlico County Planning /Building Inspections
Washington Regional Office
Washington Regional Office
943 Washington Square Mall,Washington,North Carolina 27889 • Phone: [phone] FAX [phone]
Internet:hltp://www.portal.ncdenr.org/webArAand-quality
An Equal Opportunity/Affirmalive Action Employer-50%Recycled110/Post Consumer Paper

A4A
AiOS T11 JUL

STATE OF NORTH CAROLINA
{ DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
1 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
Wal-Mart Stores East, LP
Wal-Mart Store# 7207, Oriental
i
I Pamlico County
FOR THE
construction, operation and maintenance of one wet detention pond, two grassed
swales, one level spreader and vegetated filter strip in compliance with the provisions of
Session Law 2008-211 and 15A NCAC 2H A 000 (hereafter referred tows the
"stonnwaterrules') and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Energy, Mineral, and Land Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until January 13, 2022, 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 of this permit. The stormwater control has been
designed to handle the runoff from 56,890 square feet of impervious area.
3. The tract will be limited to the amount of built-upon area indicated in this permit,
and per 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

i
7. The following design criteria have been provided in the wet detention pond and
i
must be maintained at design condition:
a. Drainage Area, ftZ: 79,015
b. Total Impervious Surfaces, ftz`. 56,890
C. Design Storm, inches: 3.5 (diff.pre-post)
d. Pond Depth - average, feet: 3.0
e. TSS removal efficiency: 85%
f. Permanent Pool Elevation, FMSL: 4.50
gg Permanent Pool Surface Area required, fZ: 4,867
h. Permanent Pool Surfac%Area provide, ft : 5,050
f i. Min. Volume required, ft : 13,915
1 Permitted Storage Volume, ft3: 13,921
k. Temporary Storage Elevation, FMSL: 6.25
1. Controlling Orifice: 1.50"0 pipe
M. Permitted Forebay Volume, ft3: 1,713
n. Receiving Stream/River Basin: Wittaker Creek/ Neuse
o. Stream Index Number: 27— 130
p. Classification of Water Body: "SA; HWQ, NSW'
It. SCHEDULE OF COMPLIANCE
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:
j a. Semiannual scheduled inspections(every 6 months).
1 b. Sediment removal.
C. Mowing and re-vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available of all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The permittee shall submit to the Division of Energy, Mineral, and Land
Resources an annual summary report of the maintenance 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. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
Page 3 of 7

7. 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.
j 8. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
j and prior to operation of this permitted facility, a certification must be received
j from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the appproved 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.
9. 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.
I 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 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.
12. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
13. A copy of the approved plans and specifications shall be maintained on file by
the PPermittee at all times.
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 name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Energy,
Mineral, and Land Resources, signed by both parties, and accompanied by
supporting documentation as listed on page 2 of the form. The project must be in
good standing with the Division. The approval of this request will be considered
on its merits and may or may not be approved.
Page 4 of 7

2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Energy, Mineral,
and Land Resources, 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
i any and all statutes, rules, regulations, or ordinances, which may be imposed by
1I 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 permiltee 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
j 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 21-1.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division 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 January 13, 2022.
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 13th day of January, 2014.
NORTH C
7: R LINA ENVIRONMEN L MANAGEMENT COMMISSION
G for
r E. Davis, E, P
Division of Energy, Mineral, and Land Resources
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7131007
Page 5 of 7

f
ff BOHLER
( E N G I N E E R I N G
{ Post Construction Stormwater Management Narrative
I
Project: Proposed Walmart Express
Broad Street Ext and George Road
Oriental,North Carolina
Pamlico County
�... ...s.Fri f�y-
Project �� � v .. %
Number: NCC138117
DEC302013
Client: Walmart Stores, East LP
e , r/�, r. )
Date: November 21, 2013 + ` 1r'� �i `'s %
IRevised: December 23, 2013
I
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SEAL v
039112 `
/1111�1��\
12 -23 ' �3
Professional
Engineer: Kyle J. Crowe INC License 039112)

I
I�
Table of Contents
Post-Construction Stormwater Management
General Project Descriptions
Pre-Development Conditions
Post-Development Conditions
Stormwater Management Methodology
Post-Construction SWM BMPs
Inspections and Maintenance
USGS Location Map
Soil Map
Soils Map Legend
I Stormwater Management Calculations
Stormwater Management Summary
1-Year Storm Summary Page
2-Year Storm Summary Page
10-Year Storm Summary Page
25-Year Storm Summary Page
I
Post Construction BMP Calculations
Wet Pond Supplement
Level SpreaderNegetative Filter Supplement
Grass Swale Supplements
i
I
i
I

Post Construction Stormwater Management
I
GENERAL PROJECT DESCRIPTIONS
f
Walmart proposes to develop the vacant land at the intersection of Broad Street Ext. and
r
George Street into a Walmart Express. The proposal includes the installation of pavement,
utilities, landscaping and stormwater management controls necessary to support the
development. Pertinent data characterizing the existing and future site conditions are shown
I on the accompanying land development plans.
PRE-DEVELOPMENT CONDITIONS
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The pre-development conditions of the site consists of two separate types of conditions that
are shown on the attached pre-development drainage maps. The areas are considered to be
grassed and forested. Since this is a new development, the entire area of improvements must
be accounted for. The on and off site drainage have been delineated and hydrographs have
been generated for the 1, 2, 10, and 25 year storm events. As the site is undeveloped, a time
of concentration was developed by use of the TR-55 method.
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POST-DEVELOPMENT CONDITIONS
The post-development conditions of the site maintain the same site conditions and relative
drainage patterns. There is an increase in total impervious area of 1.30 acres. To meet rate
reduction requirements one wet pond is proposed and designed to reduce post-development to
below their respective pre-development rates. The on and off site drainage have been
delineated and hydrographs have been generated for the 1, 2, 10, and 25 year storm events. A
time of concentration was developed by use of the TR-55 method and 5 minutes was used.
The discharge from the wet ponds was added to the bypass flow to calculate the total post-
development runoff rate.
STORMWATER MANAGEMENT METHODOLOGY
The method utilized for calculating the peak runoff rates and generating hydrographs for the
pre and post-development conditions was the Rational Method as defined in the computer
watershed software Hydraflow Hydrographs. Rainfall intensities where based on rainfall
intensities as determined by NOAA Data for the Bayboro,NC weather station.
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Since the areas outside the limits of disturbance will be unaffected by the proposed
development, they were not considered in the analysis. These will remain unchanged bypass
to their respective areas and will therefore not affect the required rate of volume reductions.
Based upon site information,the water table is high; therefore infiltration is not an option.
The location of the site requires the difference between the 1-yr 24-hr predevelopment and
! post development storms are treated and held per NCDENR requirements and this
information can be found in the attached worksheets.
POST-CONSTRUCTION STORMWATER MANAGEMENT BMPS
The stormwater management system has been designed with applicable best management
practices to the greatest extent possible given the site's design constraints.
Stormwater Management Basins- Basins have been designed to reduce the 1, 2, 10, 25 and
50 year post development runoff rate to be at or below pre-development rates.
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Wet Pond-A wet pond is an earthen structure constructed either by impoundment of a natural
depression or excavation of existing soil. This is a surface stormwater measure that provides
for temporary storage of stormwater runoff to prevent downstream flooding impacts. Water
quality benefits may be achieved with extended detention of the runoff volume.
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Vegetative Filter and Level Spreader-A vegetative filter and level spreader are used to
accept the flow from the Wet Pond and to diffuse the flow over the lip of a concrete spreader
overland to the stream on a evenly sloped filter.
"For-Credit" Grass Swale- Two "for-credit" grass swales are utilized in the design of this
project and are designed to meet the criteria of the NCDENR BMP Manual. See proposed
cross-section on the attached plan. The grass swales will capture over 85% of the total site
and over 95%of the proposed impervious surface (including roofs) will be captured in the
swales.
INPSECTIONS AND MAINTENANCE
Until the site is stabilized and during the construction activities, all BMPs must be maintained
properly by contractor. All permanent maintenance procedures shall be performed by the
designated home owners association. Maintenance must include inspections of all BMPs after
each runoff event and on a weekly basis. All preventative and remedial maintenance work,
including clean-out, repair, replacement, regrading, reseeding, remulching and renetting must
be performed immediately and in accordance with these procedures, plans, and details. Any
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areas disturbed during maintenance must be stabilized immediately in accordance with the
f general conservation notes and specifications. All site inspections must be documented in an
inspection log kept for this purpose indicating the compliance actions and the date,time and
name of the person conducting the inspection. The inspection log must be kept on site at all
times and made available to the district upon request.
Stormwater Management Basin—Basin shall be inspected for litter and sediment
accumulation on an annual basis or as directed by the township engineer. Needed
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maintenance should be initiated immediately after the inspection. The litter and sediment must
be removed to restore design capacities. The litter and sediment shall be disposed of in an
approved manner and in accordance with applicable state regulations. Any areas disturbed
during maintenance must be stabilized immediately in accordance with the general
conservation notes and specifications.
Storm Drainage Systems—The stormwater management facilities including the inlets,
stormwater piping, swales, and detention basins on this site shall be maintained in proper
working order in accordance with these plans and per the recommendation of the structure(s)
manufacturer(s). Maintenance of these stormwater management facilities, as noted below,
shall be the responsibility of the property owner(s) upon whose property the facilities are
` located.
All onsite inlets, manholes, and stormwater piping shall be cleared of debris every three (3)
jmonths or when accumulation hinders operation of the facility. Systems shall be flushed
every five (5) years.
All sediment/debris/oil removed from the stormwater management system shall be disposed
per local, state, and federal standards.
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Should onsite erosion occur from the landscaped areas, source of erosion shall be immediately
stabilized and the inlets, manholes, and stormwater piping shall be checked for accumulation
and cleared if accumulation of sediment exists.
Wet Pond - Maintenance is necessary to ensure proper functionality of the detention basin
and should take place on a quarterly basis. A maintenance plan should be developed to
include basin cleaning, sediment removal, and vegetative care. Basin structures should be
inspected for clogging and excessive debris and sediment accumulation at least four(4) times
per year, as well as after each storm greater than one (1) inch. Sediment removal should be
conducted when the basin is completely dry. Proper disposal of removed sediment and
immediate stabilization/re-vegetation in the disturbed areas is advised. Mowing and/or
trimming of vegetation should be performed as necessary to sustain the system, but all detritus
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should be removed from the basin. Conduct annual inspections of the vegetated areas for
( erosion and unwanted growth/invasive species. Maintain vegetative cover at ninety-five
percent (95%) and reestablish if it is reduced by ten percent (10%).
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Map Unit Legend
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USM Natural It"... Web SW Survey 9/15/2013
i Conservallon Smiu Nagonal Cooperative Soil Survey Page 3 of 3
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Soil Survey Legend
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Stormwater Management Calculations
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Watershed Model Schemata
draflow Hydrographs Extension for AutoCAD®Civil 30®2012 by Autodesk,Inc.v9
1 2
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Leuend
Jam, Origin Description
1 Dekalb Pre-Development Conditions
2 Dekalb Post-Development Conditions
3 Reservoir Proposed Wetpond
Project: Proposed Wet Pond.gpw Monday, 12/23/2013
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Hydrograph Return Period Rec��
) y raflow rographs Extension for AutoCAD®Civil 3D®2012 by Autodesk,Inc.v9
Hyd. Hydrograph Inflow Peak Outflow(cfs) Hydrograph
No. type hyd(s) Description
r (origin) 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr
1 Dekalb --- 1.205 1.439 ---- --- 2.022 2.354 ---- ------ Pre-Development Conditions
2 Dekalb --- 7.001 8.204 --- --- 10.69 12.05 --- ---- Post-Development Conditions
3 Reservoir 2 0.051 0.056 ----- ---- 0.305 1.249 --- ---- Proposed Wetpond
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Proj. file: Proposed Wet Porld.gpw Monday, 12/23/2013
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ry/Hydrograph - +Summary ReP Aydr(!rt
) aflow Hydrographs Extension for AutoCAD®Civil 3D®2012 by Autodesk,Inc.v9
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuk) (ft) (cuft)
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1 Dekalb 1.205 1 240 7,252 ----- ---- -- Pre-Development Conditions
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2 Dekalb 7.001 1 25 6,280 ---- ----- ---- Post-Development Conditions
3 Reservoir 0.051 1 50 5,651 2 6.36 6,186 Proposed Wetpond
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Proposed Wet Pond.gpw Return Period: 1 Year Monday, 12/23/2013
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Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2012 by Autodesk, Inc.v9 Monday, 12/23/2013
Hyd. No. 1
Pre-Development Conditions
Hydrograph type = Dekalb Peak discharge = 1.205 cfs
Storm frequency = 1 yrs Time to peak = 240 min
Time interval = 1 min Hyd. volume = 7,252 cuft
Drainage area = 1.810 ac Runoff coeff. = 0.35
Intensity = 1.902 in/hr Tc by User = 48.00 min
OF Curve = Oriental.IDF Asc/Rec limb fact = n/a
Pre-Development Conditions
Q (cfs) Hyd. No. 1 -- 1 Year Q (cfs)
2.00 2.00
1.00 1.00
0.00 0.00
0 60 120 180 240 300 360 420 480
Hyd No. 1 Time (min)

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3D0 2012 by Autodesk, Inc.v9 Monday, 12/23/2013
Hyd. No. 2
Post- Development Conditions
Hydrograph type = Dekalb Peak discharge = 7.001 cfs
Storm frequency = 1 yrs Time to peak = 25 min
Time interval = 1 min Hyd. volume = 6,280 cuft
Drainage area = 1.810 ac Runoff coeff. = 0.68
Intensity = 5.688 in/hr Tc by User = 5.00 min
OF Curve = Oriental.IDF Asc/Rec limb fact = n/a
Post- Development Conditions
Q (cfs) Hyd. No. 2-- 1 Year Cl (cfs)
8.00 8.00
6.00 6.00
4.00 4.00
2.00 2.00
0.00 0.00
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50
Time (min)
Hyd No. 2

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2012 by Autodesk, Inc.v9 Monday, 12/23/2013
Hyd. No. 3
Proposed Wetpond
Hydrograph type = Reservoir Peak discharge = 0.051 cfs
Storm frequency = 1 yrs Time to peak = 50 min
Time interval = 1 min Hyd. volume = 5,651 cuft
Inflow hyd. No. = 2 - Post- Development Conditbixs Elevation = 5.36 ft
Reservoir name = <New Pond> Max. Storage = 6,186 cuft
Storage Indication method used.
Proposed Wetpond
Q (Cfs) Hyd. No. 3 -- 1 Year Q (cfs)
8.00 8.00
6.00 6.00
4.00 4.00
2.00 2.00
0.00 L 0.00
0 300 600 900 1200 1500 1800 2100 2400 2700 3000
Time (min)
Hyd No. 3 — Hyd No. 2 InL(I D Total storage used = 6,186 cult

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Pond Report
L Hydrallow Hydrographs Extension for AutoCADV Civil 3D®2012 by Autodesk,Inc.v9 Monday, 12123/2013
Pond No. 7 - <New Pond>
Pond Data
Contours-User-defined contour areas.Conic method used for volume calculation.Begining Elevation=4.50 It
Stage/Storage Table
Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cuft)
0.00 4.50 5,050 0 0
0.50 5.00 7,660 3,155 3,155
1.50 6.00 9,230 8,432 11587
1.75 6.225 9,450 2,335 13,921
2.00 0 9,850 2,412 16, 33
Culvert/Orifice Structures Weir Structures
' [A] [B] [C] [PrfRsr] [A] [B] [C] [D]
Rise(in) = 15.00 1.50 0.00 0.00 Crest Len(ft) = 16.00 0.00 0.00 0.00
Span(in) = 15.00 1.50 0.00 0.00 Crest El.(ft) = 5.75 0.00 0.00 0.00
No.Barrels = 1 1 0 0 Weir Coeff. = 3.33 3.33 3.33 3.33
Invert El.(ft) = 4.50 4.50 0.00 0.00 Weir Type = 1 --- ---
Length(ft) = 35.00 0.00 0.00 0.00 Multi-Stage = Yes No No No
Slope(%) = 0.50 0.00 0.00 n/a
N-Value = .013 .013 .013 n/a
Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000(by Contour)
Multi-Stage = n/a Yes No No TW Elev.(ft) = 0.00
Note:Culvert/Orifice o.ffims are analyzed under inlet(to)and outlet(m)control. Weir risers checked for orifice conditions(to)and submergence(a).
Stage/Storage/Discharge Table
Stage Storage Elevation Clv A Clv B Clv C PrfRsr WrA Wr B WrC Wr D Exfil User Total
ft cuft ft cfs cis cfs cfs cfs cfs cfs cis cfs cfs cis
f
0.00 0 4.50 0.00 0.00 -- -- 0.00 --- --- --- --- --- 0.000
1.50 1,587 5.00 3.99 is 0.01 is --- -- 0.00 -- -- _-- -- 3.038
991
1.50 11,587 6.00 3.99 oc 0.01 is 3.98 s 3.991
1.75 13,921 6.25 5.28 oc 0.01 is 5.26 s 5.266
2.00 16,333 6.50 6.22 oc 0.00 is --- --- 6.18 s --- --- --- --- --- 6.180
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Hydrograph Summary Re pQydaflow Hydrographs Extension for AutoCAD®Civil 3D®2012 by Autodesk,Inc.v9
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (tuft)
1 Dekalb 1.439 1 240 8,662 --- --- -- Pre-Development Conditions
j2 Dekalb 8.204 1 25 7,359 ---- -- --- Post-Development Conditions
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3 Reservoir 0.056 1 50 6,453 2 5.49 7,257 Proposed Wetpond
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iProposed Wet Pond.gpw Return Period: 2 Year Monday, 12!23/2013

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2012 by Autodesk, Inc.v9 Monday, 12/23/2013
Hyd. No. 1
Pre-Development Conditions
Hydrograph type = Dekalb Peak discharge = 1.439 cfs
Storm frequency = 2 yrs Time to peak = 240 min
Time interval = 1 min Hyd. volume = 8,662 cuft
Drainage area = 1.810 ac Runoff coeff. = 0.35
Intensity = 2.272 in/hr Tc by User = 48.00 min
OF Curve = Criental.IDF Asc/Rec limb fact = n/a
Pre-Development Conditions
Q (cfs) Hyd. No. 1 --2 Year Q (cfs)
2.00 2.00
1.00 1.00
0.00 0.00
0 60 120 180 240 300 360 420 480
Time (min)
— Hyd No. 1

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2012 by Aulodesk, Inc.v9 Monday, 12 123 12013
Hyd. No. 2
Post- Development Conditions
Hydrograph type = Dekalb Peak discharge = 8.204 cfs
Storm frequency = 2 yrs Time to peak = 25 min
Time interval = 1 min Hyd. volume = 7,359 cuft
Drainage area = 1.810 ac Runoff coeff. = 0.68
Intensity = 6.666 in/hr Tc by User = 5.00 min
OF Curve = Oriental.IDF Asc/Rec limb fact = n/a
Post- Development Conditions
Q (cfs) Q (cfs)
Hyd. No. 2 --2 Year
10.00 10.00
8.00 8.00
6.00 6.00
4.00 4.00
2.00 2.00
0.00 0.00
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50
Time (min)
— Hyd No. 2

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2012 by Autodesk, Inc.v9 Monday, 12 123 12013
Hyd. No. 3
Proposed Wetpond
Hydrograph type = Reservoir Peak discharge = 0.056 cfs
Storm frequency = 2 yrs Time to peak = 50 min
Time interval = 1 min Hyd. volume = 6,453 cuft
Inflow hyd. No. = 2 - Post- Development CondUms Elevation = 5.49 ft
Reservoir name = <New Pond> Max. Storage = 7,257 cuft
Storage Indication method used.
Proposed Wetpond
Q (Cfs) Hyd. No. 3 --2 Year Q (Cfs)
10.00 10.00
8.00 8.00
6.00 6.00
4.00 4.00
2.00 2.00
L
0.00 0.00
0 300 600 900 1200 1500 1800 2100 2400 2700 3000
Time (min)
— Hyd No. 3 — Hyd No. 2 ® Total storage used = 7,257 cult

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i Hydrograph Summary/ Re i9rt
Summary �Rydraflow Hydrographs Extension for AutoCAD®Civil 3D®2012 by Autodesk,Inc.v9
(
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow Interval Peak volume hyd(s) elevation strge used Description
f (origin) We) (min) (min) (cuft) (ft) (cuft)
1 Dekalb 2.022 1 240 12,170 -- Pre-Development Conditions
j2 Dekalb 10.69 1 25 9,593 --- ---- --- Post-Development Conditions
3 Reservoir 0.305 1 49 7,990 2 5.74 9,405 Proposed Wetpond
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Proposed Wet Pond.gpw Return Period: 10 Year Monday, 12 1 23 1 2013

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3002012 by Autodesk, Inc.v9 Monday, 12/2312013
Hyd. No. 1
Pre-Development Conditions
Hydrograph type = Dekalb Peak discharge = 2.022 cfs
Storm frequency = 10 yrs Time to peak = 240 min
Time interval = 1 min Hyd. volume = 12,170 cuft
Drainage area = 1.810 ac Runoff coeff. = 0.35
Intensity = 3.192 in/hr Tc by User = 48.00 min
OF Curve = Oriental.IDF Asc/Rec limb fact = n/a
Pre-Development Conditions
Q (cfs) Q(cfs)
Hyd. No. 1 -- 10 Year
3.00 3.00
2.00 2.00
1.00 1.00
0.00 0.00
0 60 120 180 240 300 360 420 480
Hyd No. 1 Time(min)

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2012 by Autodesk, Inc.v9 Monday, 12/23/2013
Hyd. No. 2
Post- Development Conditions
Hydrograph type = Dekalb Peak discharge = 10.69 cfs
Storm frequency = 10 yrs Time to peak = 25 min
Time interval = 1 min Hyd. volume = 9,593 cuft
Drainage area = 1.810 ac Runoff .coeff. = 0.68
Intensity = 8.689 in/hr Tc by User = 5.00 min
OF Curve = Oriental.IDF Asc/Rec limb fact = n/a
Post- Development Conditions
Q (cfs) Hyd. No. 2 -- 10 Year Q (cfs)
12.00 12.00
10.00 10.00
8.00 8.00
6.00 6.00
4.00 4.00
2.00 2.00
0.00 0.00
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50
— Hyd No. 2 Time(min)

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2012 by Autodesk, Inc.v9 Monday, 12 123/2013
Hyd. No. 3
Proposed Wetpond
Hydrograph type = Reservoir Peak discharge = 0.305 cfs
Storm frequency = 10 yrs Time to peak = 49 min
Time interval = 1 min Hyd. volume = 7,990 cuft
Inflow hyd. No. = 2 - Post- Development CondMaors Elevation = 5.74 ft
Reservoir name = <New Pond> Max. Storage = 9,405 cuft
Storage Indication method used.
Proposed Wetpond
Q (cfs) Hyd. No. 3 -- 10 Year Q (cfs)
12.00 12.00
10.00 10.00
8.00 8.00
6.00 6.00
4.00 4.00
2.00 2.00
0.00 0.00
0 300 600 900 1200 1500 1800 2100 2400 2700 3000
-- Hyd No. 3 — Hyd No. 2 TTT-M Total storage used = 9,405 cuft Time(min)

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Hydrograph Summary RepQyldaBow Hydrographs Extension for AutoCAD®Civil 3DO2012 by Autodesk, Inc.v9
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type Flow interval Peak volume hyd(s) elevation strge used Description
I (origin) We) (min) (min) (cuft) (ft) (cuft)
1 Dekalb 2.354 1 240 14,172 ----- ----- --- Pre-Development Conditions
2 Dekalb 12.05 1 25 10,812 ---- --- -- Post-Development Conditions
3 Reservoir 1.249 1 46 9,177 2 5.83 10,117 Proposed Wetpond
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Proposed Wet Pond.gpw Return Period: 25 Year Monday, 12 1 23/2013

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2012 by Autodesk, Inc.v9 Monday, 12/23/2013
Hyd. No. 1
Pre-Development Conditions
Hydrograph type = Dekalb Peak discharge = 2.354 cfs
Storm frequency = 25 yrs Time to peak = 240 min
Time interval = 1 min Hyd. volume = 14,172 cuft
Drainage area = 1.810 ac Runoff coeff. = 0.35
Intensity = 3.717 in/hr Tc by User = 48.00 min
OF Curve = Oriental.IDF Asc/Rec limb fact = n/a
Pre-Development Conditions
Q (cfs) Q (cfs)
Hyd. No. 1 --25 Year
3.00 3.00
2.00 2.00
1.00 1.00
0.00 0.00
0 60 120 180 240 300 360 420 480
Hyd No. 1 Time (min)

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2012 by Autodesk, Inc.v9 Monday, 12 123/2013
Hyd. No. 2
Post- Development Conditions
Hydrograph type = Dekalb Peak discharge = 12.05 cfs
Storm frequency = 25 yrs Time to peak = 25 min
Time interval = 1 min Hyd. volume = 10,812 cuft
Drainage area = 1.810 ac Runoff coeff. = 0.68
Intensity = 9.793 in/hr Tc by User = 5.00 min
OF Curve = Oriental.IDF Asc/Rec limb fact = n/a
4 (cfs) Post- Development Conditions
Q (cfs)
Hyd. No. 2 --25 Year
14.00 14.00
12.00 12.00
10.00 10.00
8.00 8.00
6.00 6.00
4.00 4.00
2.00 2.00
0.00 1 F I I 10.00
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50
— Hyd No. 2 Time (min)

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2012 by Autodesk, Inc.v9 Monday, 12 123/2013
Hyd. No. 3
Proposed Wetpond
Hydrograph type = Reservoir Peak discharge = 1.249 cfs
Storm frequency = 25 yrs Time to peak = 46 min
Time interval = 1 min Hyd. volume = 9,177 cuft
Inflow hyd. No. = 2 - Post Development Conditions Elevation = 5.83 ft
Reservoir name = <New Pond> Max. Storage = 10,117 cuft
Storage Indication method used.
Proposed Wetpond
Q (Cfs) Hyd. No. 3 --25 Year Q (cfs)
14.00 14.00
12.00 12.00
10.00 10.00
8.00 8.00
6.00 6.00
4.00 4.00
2.00 2.00
0.00 0.00
0 300 600 900 1200 1500 1800 2100 2400 2700 3000
Time (min)
— Hyd No. 3 — Hyd No. 2 iL[TLTfI Total storage used = 10,117 cuff

Hydraflow Rainfall Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3DO 2012 by Autodesk,Inc.v9 Monday, 12/23/2013
Return Intensity-Duration-Frequency Equation Coefficients(FHA)
Period
(Yrs) B D E (NIA)
1 73.1908 12.7000 0.8890 -------
2 83.1056 12.8000 0.8763 -----
1 3 0.0000 0.0000 0.0000 ----
5 0.0000 0.0000 0.0000 -------
10 84.4809 12.2000 0.7995 -----
25 87,3676 12.1000 0.7708 -----
50 71.9720 10.3000 0.6992 -----
r
100 65.4317 9.1000 0.6540 -------
File name:Oriental.IDF
r
Intensity= B I(Tc+ D)"E
( Return Intensity Values(in/hr)
Period
(Yrs) 5 min 10 15 20 25 30 35 40 45 50 55 60
1 5.69 4.56 3.82 3.30 2.90 2.60 2.36 2.16 1.99 1.85 1.73 1.62
I
2 6.67 5.37 4.51 3.90 3.45 3.09 2.80 2.57 2.37 2.21 2.06 1.94
f 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
I 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10 8.69 7.09 6.02 5.26 4.69 4.24 3.88 3.58 3.32 3.11 2.92 2.76
( 25 9.79 8.04 6.87 6.03 5.39 4.89 4.48 4.15 3.87 3.62 3.41 3.23
i
50 10.69 8.77 7.52 6.63 5.96 5.43 5.00 4.65 4.35 4.10 3.87 3.68
100 11.59 9.51 8.17 7.22 6.51 5.95 5.50 5.13 4.81 4.54 4.31 4.10
Tc=time in minutes.Values may exceed 60.
I Preci .file name:C:\Users\Kcrowe23\Deskto \Oriental. c
Rainfall Precipitation Table(in)
storm
Distribution 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 60-yr 100-yr
SCS 24-hour 3.48 4.23 0.00 0.00 0.00 0.00 0.00 0.00
SCS 6-Hr 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-1st 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-2nd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-3rd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-4th 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
�. Huff-Indy 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Custom 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

f
r
f
Post Construction BMP Supplements
i
i
f
i
�i

Permit No.
ff Ito be provided by DWQ)
T7 2 5'L �cc/S `v u -lc-,//
5u 1 7/3loo '7 iss /// 3 �/¢
o2oF VIATPgOG
NCDENR "
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN 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 Wal-Mart Express
Contact person Kyle J.Crowe
Phone number 980-272-3400
Date 2&Dec-13
Drainage area number 1
11. DESIGN INFORMATION
Site Characteristics 3 Qy V •U s . TK •1 k ._. •V a Z
Drainage area 79,015 fl
Impervious area,post-development 56,890 fl3 Q �0.GZK�•Q
%impervious 72.00% V-:
36 3Dx 3. x V (J
Design rainfall depth 3.5 in = I tl-
47
Storage Volume: Non-SA Waters V
Minimum volume required ff3
Volume provided ft3
Storage Volume: SA Waters
1.5"runoff volume R V t. .G Sa• x 6,800 ff3
Pre-development 1-yr,24-hr runoff k? / 1,835 fl
Post-development 1-yr,24-hr runoff �/=363oK Qo �7`� 15.750 @3
Minimum volume required X A4- 13,915 fit"
Volume provided Q fly t k J� l3
o ��—• 13,921 f'_•i1Lc r '�p�
Peak Flow Calculations S+O,r s C
Is the pre/post control of the 1yr 24hr storm peak flow required? Y (Y or N) 6.OL
1-yr,24-hr rainfall depth 3.5 in �►" V•U Y '}' •9 x('�L� •L
Rational C,pre-development 0.35(unifless)
Rational C,post-development 0,68(unittess) / ! v �i a�py a Rainfall intensity:1-yr,24-hr storm 0.08 inihr OK 1/ 3t? 70 ^ 3•�O x •(W— ��`Pm-development 1-yr,24-hr peak flow 0.08 ff3/sec Y
Post-development 1-yr,24-hr peak flow 0.18 ft'/sec
Pre/Post 1-yr,24-hrpeak flow control 0.10@3lsec e5- 07ElevationsLl II
Temporary pool elevation 6.25 fmsl -
Permanenl pool elevation 4.50 fmsl
SHWT elevation(approx.at the perm.pool elevation) 4.15 fmsl
Top of 1 Oft vegetated shelf elevation 5.00 fmsl
Bottom of 1Oft vegetated shelf elevation 4.00 fmsl
Sediment cleanout,top elevation(bottom of pond) 0.00 fmsl
Sediment cleanout,bottom elevation -1.00 fmsl
Sediment storage provided 1.00 it
Is there additional volume stored above the state-required temp.pool? N (Y or N)
Elevation of the top of the additional volume 6.3 fmsl OK
L
Form SW401-Wet Detention Basin-Rev.9-4118112 Parts 1.d 11.Design Summary,Page 1 of 2
L.

Permit No.
(to be provided by DWQ)
II, DESIGN INFORMATION
Surface Areas
Area,temporary pool 9,450 ft'
Area REQUIRED,permanent pool 4,867 e
SAIDA ratio 6.16(unitless)
Area PROVIDED,permanent pool,Ap„p_py 5,050 It' OK
Area,bottom of 1011 vegetated shelf,Ay�yar 2,950 If
Area,sediment cleanout,top elevation(bottom of pond),A 770 ft
Volumes
Volume,temporary pool 13,921 ft' OK
Volume,permanent pool,Vp _xd 8,175 fit'
Volume,forebay(sum of forebays if more than one forebay) 1,713 ft3
Forebay%of permanent pool volume 21.0% % OK
SAIDA Table Data
Design TSS removal 85%
Coastal SAIDA Table Used? Y (Y or N)
MountairuPiedmont SAIDA Table Used? N (Y or N)
SAIDA ratio 6.16(unitless)
Average depth(used in SAIDA table):
Calculation option 1 used?(See Figure 10-2b) (Y or N)
Volume,permanent pool,Vp._p� 8,175 W
Area provided,permanent pool,Ap,,,,yoy 5,050 fe
Average depth calculated It Need 3 it min.
Average depth used in SAIDA,dr,(Round to nearest 0.511) It
Calculation option 2 used?(See Figure 10-21h) Y (Y or N)
Area provided,permanent pool,A,,,,,_p, 5,050 ft
Area,bottom of loft vegetated shelf,Ab,,v,,t 2,950 ft
Area,sediment cleanout,top elevation(bottom of pond),A,, „d 770 if
r "Depth"(distance b/w bottom of 10ft shelf and top of sediment) 4.00 ft
Average depth calculated 3.02 it OK
Average depth used in SAIDA,d,,,(Round to down to nearest 0.511) 3.0 ft OK
Drawdown Calculations
Drawdown through orifice? Y (Y or N)
Diameter of orifice(if circular) 1.50 in
Area of orifice(if-non-circular) in,
Coefficient of discharge(CD) 0.60(unitless)
Driving head(H,) 0.58 It
i Drawdown through weir N (Y or N)
Weir type (unitless)
Coefficient of discharge(C..) (unitless)
Length of weir(L) it
Driving head(H) It
Pre-development 1-yr,24-hr peak flow 0.08 ft`/sec
Post-development 1-yr,14-hr peak flow 0.18 ft3lsec
Storage volume discharge rate(through discharge odfice or weir) 0.01 f lsec
Storage volume drawdown time 3.37 days OK,draws down in 2-5 days.
Additional Information
Vegetated side slopes 3 :1 OK
Vegetated shelf slope 10 :1 OK
Vegetated shelf width 10.0ft OK
Length of flowpath to width ratio 3 :1 OK
Length to width ratio 1.5 :1 OK
Trash rack for overflow&orifice? Y (Y or N) OK
Freeboard provided 1.0 it OK
Vegetated filter provided? Y (Y or N) OK
Recorded drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate build-out? Y (Y or N) OK
Drain mechanism for maintenance or emergencies is: Pump
L
Form SW401-Wet Detention Basin-Rev.9A/18/12 Paris I.&It.Design Summary,Page 2 of 2

Permit No.
(to be provided by DWQ)
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.
Page/Plan
Initials Sheet No.
KC C-6 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),
-Basin dimensions,
-Pretreatment system,
-High flow bypass system,
-Maintenance access,
Proposed drainage easement and public right of way(ROW),
-Overflow device,and
-Boundaries of drainage easement.
KC C-6 2. Partial plan(1"=30'or larger)and details for the wet detention basin showing:
-Outlet structure with trash rack or similar,
-Maintenance access,
-Permanent pool dimensions,
-Forebay and main pond with hardened emergency spillway,
-Basin cross-section,
-Vegetation specification for planting shelf,and
-Filter strip.
KC D-5 3. Section view of the wet detention basin(1"=20'or larger)showing:
-Side slopes,3:1 or lower,
-Pretreatment and treatment areas,and
-Inlet and outlet structures.
KC SW-C 4. If the basin is used for sediment and erosion control during construction,clean out of the basin is specified
on the plans prior to use as a wet detention basin.
KC REPORT 5. A table of elevations,areas,incremental volumes&accumulated volumes for overall pond and for frebay,
to verify volume provided.
KC SW-C 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
KC REPORT T. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance(O&M)agreement.
KC NA 9. A copy of the deed restrictions(if required).
KC ATTACHED 10. A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Part III.Required Items Checklist,Page 1 of 1

�� 02 p WATFyOG
WDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER-VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out,printed,initialed,and submitted.
PROJECT INFORMATION
Project name Wal-Mart Express#7207-00
Contact name Kyle J.Crowe
Phone number 980-272-3400
Date December 23,2013
Drainage area number 1
II. DESIGN INFORMATION
The purpose of the LS-VFS SW Rule: !0-year drawdown from Wet Pond
Stormwater enters LS-VFS from A BMP
' Type of VFS Engineered filter strip(graded&sodded,slope<8%)
Explanation of any"Other responses above NIA
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area 1:12 Do not complete this section of the form.
Impervious surface area fe Do not complete this section of the form.
j Percent impervious % Do not complete this section of the form.
1 .
Rational C coefficient Do not complete this section of the form.
Peak Flow from the 1 m/hr storm cis Do not complete this section of the form.
Time of Concentration min Do not complete this section of the form.
Rainfall intensity,10-yr storm in/hr Do not complete this section of the form.
I Peak Flow from the 10-yr storm cfs Do not complete this section of the form.
Design storm Pick one:
Maximum amount of flow directed to the LS-VFS cfs Do not complete this section of the form.
Is a flow bypass system going to be used? (Y or N) Do not complete this section of the form.
Explanation of any"Other"responses above This section is not required
If Stormwater Enters the LS-VFS from a BMP
Type of BMP Wet detention pond
Peak discharge from the BMP during the design storm 0.31 cis
Peak discharge from the BMP during the 10-year storm 0.31 cfs
Maximum capacity of a 100-foot long LS-VFS 10 cfs
Peak flow directed to the LS-VFS 1 cfs
Is a flow bypass system going to be used? N (Y or N)
Explanation of any"Other"responses above N/A
t .
Form SW401-LS-VFS-29June2012-Rev.10 page 1 of 3
Its

LS•VFS Design
Forebay surface area N/A sq ft No forebay is required.
Depth of forebay at stormwater entry point in
Depth of forebay at stormwater exit point in
Feet of level lip needed per cfs 10 fycfs
Computed minimum length of the level lip needed 10 ft
Length of level lip provided 10 ft
Width of VFS 50 ft
Elevation at downslope base of level lip 4.32 fmsl
Elevation at the end of the VFS that is farthest from the LS 4.05 fmsl
Slope(from level lip to the end of the VFS) 0.54 %
Are any draws present in the VFS? N (Y or N) OK
Is there a collector swale at the end of the VFS? N (Y or N)
Bypass System Design(if applicable)
Is a bypass system provided? N (Y or N)
Is there an engineered Flow splitting device? NIA (Y or N)
Dimensions of the channel(see diagram below):
M N/A it
B NIA it
W N/A it
y(flow depth for 10-year storm) NIA it
freeboard(dudng the 10-year storm) N/A it
Peak velocity in the channel during the 10-yr storm N/A ft/sec
Channel lining material Pick one:
I' Does the bypass discharge through a wetland? N/A (Y or N)
Does the channel enter the stream at an angle? NIA (Y or N)
Explanation of any"Other"responses above N/A
� R N
f euboard Ai l 1IR tlu 10-cr stonul
y(during We tO-yr storm)
4__------ ----------
IN f nl
V �
B
i
I .
Form SW401-LS-VFS-29June2012-Rev.10 page 2 of 3

III. REQUIRED ITEMS CHECKLIST
EDIT 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.
Requried Item: Initials Page or plan sheet number and any notes:
1. Plans(1"-50'or larger)of the entire site showing: C-6
!- -Design at ultimate build-out,
-Off-site drainage(if applicable), 1
-Delineated drainage basins(include Rational C coefficient per basin),
-Forebay(if applicable),
-High flow bypass system,
-Maintenance access,
-Proposed drainage easement and public right of way(ROW),and
-Boundaries of drainage easement.
I
2. Plan details IV=30'or larger)for the level spreader showing:
-Forebay(if applicable),
( -High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement,and f
Design at ultimate build-out. I
3. Section view of the level spreader(1"=20'or larger)showing: K C j D-5
-Underdrain system(ff applicable), I
-Level lip,
-Upslope channel,and j
-Downslope filler fabric.
4. Plan details of the Flow splitting device and supporting calculations(if applicable).
5. A construction sequence that shows how the level spreader will be protected from 'SW-C and C-6
sediment unfit the entire drainage area is stabilized.
6. If a non-engineered VFS is being used,then provide a photograph of the VFS showing
that no draws are present.
7. The supporting calculations. C Stormwaler Report
8. A copy of the signed and notarized operation and maintenance(0&M)agreement.
i
I
I
1_.
I
L.
Form SW401-LS-VFS-29June2012-Rev.10 page 3 of 3

Permit Number:
(to be Provided by DWQ)
o20F W ATPyOG
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM o T
401 CERTIFICATION APPLICATION FORM
GRASSED SWALE SUPPLEMENT
This form must be filled out,printed and submitted.
The Required Items Checklist(Part III)must also be filled out,printed and submitted along with all of the required information.
I
Project name Wal-Mart#7207-00
Contact name Kyle J.Crowe
Phone number 980-272-3400
Dale December 23,2013
Drainage area number 1
i; DESIGN INFORMATION'
Site Characteristics
Drainage area 32.670.00 fe
Impervious area 26,090.00 if
Percent impervious 79.9% %
Design rainfall depth 3.48 inch
Peak Flow Calculations
10-yr storm runoff depth 4.23 in
1 0-yr storm intensity 8.69 in/hr
{ Post-development 10-yr storm peak flow 4.46 ft"/sec
Velocity
Maximum non-erosive velocity(peak 10-year storm) 5.00 f lsec
Soil characteristics(enter Y'below)
Sand/silt(easily erodible) x
Clay mix(erosion resistant)
II Grass Type(enter'Y'below)
Bermuda x
Tall fescue
'I Bahiagrass
Kentucky bluegrass
Grass-legume mixture
Swale type: Fill out one of the options below:
Option 1: Curb Outlet Swale: (Y or N)
Maximum velocity
Side slopes :1
Swale length ft
Option 2: Conveyance Swale,Seeking Pollutant Credit: (Y or N)
Maximum velocity for 10-yr storm 1.93 ft/sec
Side slopes 5.00 :1
Swale length 296.00 ft
1 ,
i
Form SW401-Grassed Swale-Rev.3 Parts I and 11.Project Design Summary,Page 1 of 2

Permit Number.
(to be provided by DWQ)
Swale Characteristics
Swale Shape:Enter an"x"in the appropriate cell below:
' Trapezoidal
Parabolic
V-shaped x
I Width of the bottom of the Swale 0.00 ft
Width of the top of the Swale 11.80 ft
Additional Information
Is the Swale sized for all runoff from ultimate build-out? Y (Y or N) OK
Is the BMP located in a proposed drainage easement with a Y(Y or N) OK
recorded access easement to a public Right of Way(ROW)?
What is the distance from the bottom of the swale to the SHWT? 1.20 It OK
What is the ground level elevation? 5.95 fmsl
What is the elevation of the bottom of the Swale? 5.95 fmsl
What is the SHWT elevation? 4.75 fmsl
What is the longitudinal slope of the Swale? 0.50% OK
I
What is the depth of freeboard? 0.50 It OK
1
I
I
�I .
I
I
r Form SW401-Grassed Swale-Rev.3 Parts I and 11.Project Design Summary,Page 2 of 2

Permit No:
(to be assigned by DWQ)
III. REQUIRED ITEMS CHECKLIST
rPlease 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
I 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.
Initials Page/Plan
1 Sheet No.
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),
( -Swale dimensions(width, length,depth),
I -Maintenance access,
-Proposed drainage easement and public right of way(ROW),
-Grass species, and
I -Boundaries of drainage easement.
2. Plan details(1" =50'or larger)for the grassed swale showing:
-Swale dimensions(width, length,depth),
-Maintenance access,
r -Proposed drainage easement and public right of way(ROW),
-Design at ultimate build-out,
-Grass species,
-Off-site drainage(if applicable),and
-Boundaries of drainage easement.
3. Section view of the grassed swale(1"=20'or larger)showing:
-Side slopes,
-Longitudinal slope,
-Freeboard
-Swale dimensions,and
-SHWT level(s)
4. Supporting calculations(including maximum velocity calculations for applicable storms)
1 C C Qvivo-k
d 5. A copy of the signed and notarized operation and maintenance(0&M)agreement.
N / ` 6. A copy of the deed restrictions(if required).
SW401-Grassed Swale-Rev.3 Part III, Page 1 of 1

Permit Number:
(to be provided by DWQ)
2pF W A r fS,
RA h r
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
i GRASSED SWALE SUPPLEMENT
This form must be filled out,printed and submitted.
The Required Items Checklist(Part I//)must also be filled out,printed and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Wal-Mart#7207-00
Contact name Kyle J.Crowe
Phone number 980-272-3400
Date November 21,2013
Drainage area number 2
II. DESIGN INFORMATION "?
Site Characteristics
Drainage area 35,719.00 ft2
Impervious area 29,635.00 ft2
Percent impervious 83.0% %
Design rainfall depth 3.48 inch
Peak Flow Calculations
10-yr storm runoff depth 4.23 in
10-yr storm intensity 8.69 in/hr
Post-development 10-yr storm peak Flow 4.53 fP/sec
Velocity
Maximum non-erosive velocity(peak 10-year storm) 5.00 fVsec
Soil characteristics(enter"x"below)
Sand/silt(easily erodible) x
Clay mix(erosion resistant)
Grass Type(enter"x"below)
Bermuda x
Tall fescue
Bahiagrass
Kentucky bluegrass
I Grass-legume mixture
Swale type: Fill out one of the options below:
111 Option 1: Curb Outlet Swale: (Y or N)
Maximum velocity
I . Side slopes :1
Swale length it
Option 2: Conveyance Swale,Seeking Pollutant Credit: (Y or N)
Maximum velocity for 10-yr storm 1.90 ft(sec
Side slopes 5.00 :1
Swale length 157.00 ft
1 .
l Form SW401-Grassed Swale-Rev.3 Parts I and It Project Design Summary,Page 1 of 2

Permit Number:
(to be provided by OWQ)
Swale Characteristics
Swale Shape:Enter an"x'in the appropriate cell below:
Trapezoidal
Parabolic
V-shaped x
Width of the bottom of the swale 0.00 ft
Width of the top of the swale 11.90 ft
Additional Information
Is the swale sized for all runoff from ultimate build-out? Y (Y or N) OK
Is the BMP located in a proposed drainage easement with a Y (Y or N) OK
recorded access easement to a public Right of Way(ROW)?
What is the distance from the bottom of the swale to the SHWT? 1.30 It OK
What is the ground level elevation? 6.30 fmsl
What is the elevation of the bottom of the swale? 6.30 fmsl
What is the SHWT elevation? 5.00 fmsl
What is the longitudinal slope of the swale? 0.50% OK
What is the depth of freeboard? 0.50 ft OK
I
II .
` Form SW401-Grassed Swale-Rev.3 Parts I and 11.Project Design Summary,Page 2 of 2

r- Permit No:
(to be assigned by DWQ)
JUL REQUIRED ITEMS CHECKLIST
I 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.
Initials Pagel Plan
Sheet No.
KC PLAN SET 1. Plans 0"=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),
-Swale dimensions(width,length,depth),
-Maintenance access,
-Proposed drainage easement and public right of way(ROW),
-Grass species,and
-Boundaries of drainage easement.
KC C-4 2. Plan details(1"=50'or larger)for the grassed swale showing:
-Swale dimensions(width, length,depth),
-Maintenance access,
-Proposed drainage easement and public right of way(ROW),
-Design at ultimate build-out,
-Grass species,
-Off-site drainage(if applicable),and
-Boundaries of drainage easement.
KC C-4 3. Section view of the grassed swale(1"=20'or larger)showing:
-Side slopes,
-Longitudinal slope,
-Freeboard
[ -Swale dimensions,and
-SHWT level(s)
KC TORM REpOF 4. Supporting calculations(including maximum velocity calculations for applicable storms)
MART TO PRC PPI:INQ 5. A copy of the signed and notarized operation and maintenance(O&M)agreement.
N/a 6. A copy of the deed restrictions(if required).
I
SW401-Grassed Swale-Rev.3 Part III, Page 1 of 1

w r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM Pat McCrory,Governor
Director John E. Skvarla, III, Secretary
January 13, 2014 /
Wal-Mart Stores East, LP /Z(��
Mr. Michael Thomas, Director of Project Design & Management I /
2001 SE loth Street
Bentonville, AR 72716
Subject: Stormwater Permit No. SW7131007
Wal-Mart Store # 7207, Oriental
High Density Commercial Wet Pond Project
Dear Mr. Thomas: Pamlico County
The Washington Regional Office received a complete Stormwater Management Permit
Application for the Wal-Mart Store # 7207 in Oriental on December 12, 2013 and
additional information on December 30, 2013. 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
2H.1000. We are forwarding Permit No. SW7131007 dated January 13, 2014, for the
construction of the subject project.
This permit shall be effective from the date of issuance until January 13, 2022, 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 adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150E of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact me at [phone].
Sinperely,
Scott Vinson
Environmental Engineer
G:\LR\SWP\SAV\G-Stormwater\PERMIT\SV\t7l3lOO7
cc: Kyle Crowe, PE — Bohler Engineering
Pamlico County Planning / Building Inspections
,/Washington Regional Office
Washington Regional Office
943 Washington Square Mall,Washington,North Carolina 27889 • Phone: [phone] I FAX: [phone]
Internet: http://www.portal.ncdenr.ofg/web/Ir/land-quality
An Equal Opportunity/Affirmative Action Employer-50%Recycled/10%Post Consumer Paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
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
Wal-Mart Stores East, LP
Wal-Mart Store # 7207, Oriental
Pamlico County
FOR THE
construction, operation and maintenance of one wet detention pond, two grassed
swales, one level spreader and vegetated filter strip 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
Energy, Mineral, and Land Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until January 13, 2022, 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 of this permit. The stormwater control has been
designed to handle the runoff from 56,890 square feet of impervious area.
3. The tract will be limited to the amount of built-upon area indicated in this permit,
and per 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

7. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
I/a. Drainage Area, ft2: 79,015
b. Total Impervious Surfaces, ft2: 56,890
C. Design Storm, inches: 3.5 (diff.pre-post) ti "
d. Pond Depth - average, feet: 3.0
e. TSS removal efficiency: 85% ✓
f. Permanent Pool Elevation, FMSL: 4.50
g. Permanent Pool Surface Area required, f 2: 41867
h. Permanent Pool Surface�Area provide, ft : 5,050
i. Min. Volume required, ft : 13,915
j. Permitted Storage Volume, ft3: 13,921�
k. Temporary Storage Elevation, FMSL: 6.25
I. Controlling Orifice: 1.50"0 pipe
M. Permitted Forebay Volume, ft3: 1,713
n. Receiving Stream/River Basin: Wittaker Creek / Neuse
o. Stream Index Number: 27 — 130
P. Classification of Water Body: "SA; HWQ, NSW"
II. SCHEDULE OF COMPLIANCE
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. Mowin.9 and re-vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The permittee shall submit to the Division of Energy, Mineral, and Land
Resources an annual summary report of the maintenance 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. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
Page 3 of 7

7. 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.
8. 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.
9. 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.
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 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.
12. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
13. A copy of the approved plans and specifications shall be maintained on file by
the permittee at all times.
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, to the Division of Energy,
Mineral, and Land Resources, signed by both parties, and accompanied by
supporting documentation as listed on page 2 of the form. The project must be in
good standing with the Division. The approval of this request will be considered
on its merits and may or may not be approved.
Page 4 of 7

2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Energy, Mineral,
and Land Resources, 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 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 January 13, 2022.
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 13th day of January, 2014.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
racy E. Davis, PE, CPM
Division of Energy, Mineral, and Land Resources
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7131007
Page 5 of 7

Wal-Mart Store# 7207, Oriental
Stormwater Permit No. SW7131007
Pamlico County
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)
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:
SEAL
Signature
Registration Number
Date
Page 6 of 7

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.
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: NCDENR-DEMLR Washington Regional Office
Pamlico Planning / Building Inspections
Page 7 of 7

Compliance Inspection Report
Permit: SW7131007 Effective: 01/13/14 Expiration: 01/13/22
Project: Oriental Grocery
Owner: Flockhart Oriental Investments LLC
County: Pamlico Adress: Broad St Ext George St
Region: Washington
City/State/Zip: Oriental NC 28571
Contact Person: William C Flockhart Title: Phone: [phone]
Directions to Project:
South on Hwy 55 for 2400 ft from Straight Rd. Site on left.
Type of Project: State Stormwater-HD-Detention Pond
Drain Areas: 1 -(Whittaker Creek) (03-04-10)(SA;HQW,NSW)
On-Site Representative(s):
Related Permits:
Inspection Date: 07/12/2016 Entry Time: 10:OOAM Exit Time: 10:45AM
Primary Inspector: William J Moore Phone: [phone] Ext.264
Secondary Inspector(s):
Reason for inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: State Stormwater
Facility Status: 0 Compliant ❑ Not Compliant
Question Areas:
E State Stormwater
(See attachment summary)
page: 1

Permit: SW7131007 Owner•Project: Flockhan Oriental Investments LLC
Inspection Date: 07/12/2016 Inspection Type Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Project appears to be constructed according to appr plans
O&M of sw system OK.
PE Cart received 07/18/2014
Built Upon Area Yes No NA NE
Is the site BUA constructed as per the permit and approval plans? 0 ❑ ❑ ❑
Is the drainage area as per the permit and approved plans? M ❑ ❑ ❑
Is the BUA(as permitted)graded such that the runoff drains to the system? 0 ❑ ❑ ❑
Comment:
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? M ❑ ❑ ❑
Are the inlets located per the approved plans? N ❑ ❑ ❑
Are the outlet structures located per the approved plans? 0 ❑ ❑ ❑
Comment:
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? 0 ❑ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ ❑ ❑
DWQ upon request?
Comment:
page: 2

B O H L E R 800 West Hill Street, Suite 101
Charlotte, N[ 28208
PHONE [phone]
E N G I N E E R j N G FAX [phone]
December 23,2013
Via: FedEx
NCDENR-Washington Regional Office DEC 3 0 2013
943 Washington Square Mall
Washington,NC 27889
Attn:Mr. Scott Vinson 04.
Re: Proposed Wal-Mart Express-#7207
Pamlico County
Oriental,NC
BE#NCC138117
Dear Mr.Vinson,
With regard to the above-referenced project,we are providing the following for your review.
• Two(2)copies of full civil plans.
• Two copies of the revised stormwater calculations.
Additionally,please find responses to your comments below.
1) Please provide the missing stormwater calculations regarding the minimum required and provided surface areas
and volumes as well as the draw down orifice equation.As in previous submittals on other projects,please
provide a table with the elevations,surface areas and volumes for the pond design.
A. Please see attached revised stormwater report sheets. We have now included information concerning
the simple volume,and stage/storage information for the pond.
2) Please review the temporary pool volume accumulation provided. With the elevations and surfaces areas given
on the pond supplement form,there only appears to be approximately 8,600 cf of provided volume,not
14,000cf as listed on the form.
A. We have confirmed that the 14,000 CIF is provided for this project per the attached calculations.
3) Please also review and revise as needed the draw down orifice. It appears that the 1.0"designed orifice will
take longer to draw down the minimum required storm volume longer than the maximum 5 day period.
A. The OCS has been revised to incorporate the use of a 1.5"orifice.
4) Please revise the hatching locations and revise as needed for the planting plan of the vegetated shelf found on
plan sheet C-6.
A. The landscape plan has been revised accordingly.
5) Please revise the drainage plan sheet C-4 and the pond cross section detail on D-5 to show the bottom elevation
of the pond to be-1.0 to help account for the sediment accumulation area.
A. The plan sheet and detail have been updated to show the sediment accumulation area.
6) Please provide some type of trash guards for the small diameter orifice and the temporary overflow on the outlet
structure. You may want to provide the"T"section pipe as previously proposed on the other Wal-Mart
projects.
A. Trash control measures have been added to the OCS detail.
Please confirm that you do not need any additional information for review.Should you have any questions or require
additional information,please contact me at(980)272-3400.
Sincerely,
BOHLER ENGINEERING,INC.
Kyle J.Crowe,P.E.
enc.
cc:File OTHER OFFICE LOCATIONS:
•Southborough, MA •Albany, NY • Ronkonkoma, NY •Warren, NJ •Center Valley, PA y Chalfont, PA Philadelphia, PA
508.480.9900 518.438.9900 631.738,1200 908.6 68.8 300 610.709.9971 215.996.9100 267.402.3400
•Towson, MD • Bowie, MD •Sterling, VA •Warrenton, VA • Fort Lauderdale, FL •Tampa, FL
410.821.7900 301.809.4500 703.709.9500 540.349.4500 954.202.7000 813.379.4100
CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS
www.BohlerEngineering.com

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
EXPRESS PERMITTING OPTION 08012007 DEC 1 2 2013
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 apprgved.by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please typepGgKiq if.
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in thee'"1$5Ianlitt.)
Part A.
1. Project Name Proposed Walmart Store#7207--00
2. Location of land-disturbing activity: County Pamlico City or Township Town of Grantsboro
Highway/Street NC 55 Highway Latitude 35-2-19 Longitude -76-41-28
3. Approximate date land-disturbing activity will commence: 12/2013
4. Purpose of development(residential, commercial, industrial, institutional, etc.): Commercial
5. Total acreage disturbed or uncovered (including off-site borrow and waste areas): 2 acres
6. Amount of fee enclosed: $ previously paid, The Express Permitting application fee is a dual charge.
The normal fee of $65.00 per acre is assessed without a ceiling amount. In addition, the Express
Permitting supplement is $250.00 per acre up to eight acres, after which the Express Permitting
supplemental fee is a fixed $2,000.00 (Example: 9 acres total is $2,585). NOTE: Both fees are
rounded up to the next whole acre and need to be paid by separate checks to NCDENR.
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land-disturbing activity:
Name Kyle J. Crowe E-mail Address kcrowe0bohlereng com
Telephone [phone] Cell # 704-641-2689 Fax# [phone]
9. Landowner(s)of Record (attach accompanied page to list additional owners):
Wal-Mart Real Estate Business Trust 479-204-3314 479-204-0934
Name Telephone Fax Number
2001 SE 10th Street 2001 SE 10th Street
Current Mailing Address Current Street Address
Bentonville AR 72716 Bentonville AR 72716
City State Zip City State Zip
10. Deed Book No. Page No. Provide a copy of the most current deed.
Part B.
1. Person(s) or firm(s) who are financially responsible for the land-disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Mark Goldsmith on behalf of Wal-Mart Stores East, LP [e-mail]
Name E-mail Address
2001 S.E. 10th Street 2001 S.E. 10th Street
Current Mailing Address Current Street Address
Bentonville AR 72716 Bentonville AR 72716
City State Zip City State Zip
Telephone [phone] Fax Number 479-204-0934

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:
Troutman Sanders LLP,Amanda Mann [e-mail]
Name E-mail Address
434 Fayetteville Street,Suite 1900 434 Fayetteville Street, Suite 1900
Current Mailing Address Current Street Address
Raleigh NC 27601 Raleigh NC 27601
City State Zip City State Zip
Telephone [phone] Fax Number 919-829-8730
(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 E-mail Address
Current Mailing Address Current Street Address
City Etate Zip City State Zip
Telephone Fax Number
(c) In order to facilitate Express Permitting, it is necessary to be able to contact the Engineer or other
consultant who can assist in providing any necessary information regarding the plan and its preparation:
Bohler Engineering [e-mail]
Engineering Firm or other consultant E-mail Address
Kyle Crowe 980-272-3400 980-272-3401
Individual contact person (type or print) Telephone Fax Number
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.
Mark Goldsmith, CPESC Sr. Director of Stormwater Compliance
Type or print name Title or Authority
W &wLo�__ 1 �
Signature Date
------------------------ ----------- .......... ------------ -- ----------- -------- ------------- --
I,_� Aw
41rY[Q a Notary Public of the County of +� T�✓1
�/
State of North4arepaa, U SFs reby certify that Mare S. 7X 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 1 4day of
Notary
Seal `-
My commission expires
-;g�Fi ;pE•,,, TERRI D.HALL
Benton County
My Commission Expires
tt1••O So tember 28,2015

DWQ USE ONLY
Date Received Fee Paid Permit Number
00
Applicable Rules: ❑Coastal SW-1995 El Coastal SW-2008 ❑ P ons
h II-Post truction
(select all that apply) ❑Non-Coastal SW-HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑Other WQ Mgmt Plan:
r»
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality DEC 1 2 2013
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION -14, 11 Yr A{
1. Project Name(subdivision,facility,or establishment name-should be consistent with project name on plans,
specifications,letters,operation and maintenance agreements,etc.):
Proposed Wal-Mart Store#7207
2. Location of Project(street address):
Broad Street Ext.and George Street
City:Oriental County:Pamlico Zip:28571rcq
3. Directions to project(from nearest major intersection):
South on HWY 55 for 2400 feet from Straight Road Site is on left
4. Latitude:350 2' 19"N Longitude:-76*41'28"W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is(check one): ZNew []Modification ❑Renewal w/ Modification+
tRenewals with modifications also requires SWU-102-Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit,list the existing
permit number N/A ,its issue date(if known)N/A and the status of
construction: ❑Not Started []Partially Completed* ❑Completed* *provide a designer's certification
2. Specify the type of project(check one):
[]Low Density ZHigh Density []Drains to an Offsite Stormwater System []Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application,list the stormwater project number,if
assigned,N/A and the previous name of the project,if different than currently
proposed,N/A
4.a.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):
❑LAMA Major ZSedimentation/Erosion Control:2.00 ac of Disturbed Area
❑NPDES Industrial Stormwater Z404/401 Permit:Proposed Impacts Wetlands/ Streams
b.If any of these permits have already been acquired please provide the Project Name,Project/Permit Number,
issue date and the type of each permit:401- DWR 13-0934
5. Is the project located within 5 miles of a public airport? ❑No ZYes
If yes,see S.L. 2012-200,Part VI:htt�//12ortal.ncdenr org/web/wq/ws/su/statesw/rules laws
Forni SWU-101 Version 06Aug2012 Page 1 of 6

III. CONTACT INFORMATION
1.a.Print Applicant/ Signing Official's name and title(specifically the developer,property owner,lessee,
designated government official,individual,etc.who owns the project):
Applicant/Organization:Wal-Mart Stores East LP
Signing Official&Title:Michael Thomas,_Director of Project Design and Management
b.Contact information for person listed in item la above:
Street Address:2001 SE 10"Street
City:Bentonville State:AR Zip:72716 _
Mailing Address (if applicable):
City: State: Zip:
Phone: (479 ) 204-2186 Fax: (479 1 272-8380
Email:[e-mail]
c.Please check the appropriate box.The applicant listed above is:
®The property owner(Skip to Contact Information,item 3a)
El Lessee*
(Attach a copy of the lease agreement and complete Contact Information,item 2a and 2b below)
❑ Purchaser*(Attach a copy of the pending sales agreement and complete Contact Information,item 2a and
2b below)
❑ Developer*(Complete Contact Information,item 2a and 2b below.)
2.a.Print Property Owner's name and title below,if you are the lessee,purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official&Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address(if applicable):
City: State: Zip:
Phone: ( 1 Fax:
Email:
3.a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official&Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( 1 Fax:
Email:
4. Local jurisdiction for building permits:Pamlico County
Point of Contact:Skip Lee Phone#: (252 1 745-3861
Form SWU-101 Version 06Aug2012 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
Surface drainage and conveyane pipes to wetponds Dischare to existing wetlands/stream
2.a.If claiming vested rights,identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑Va id Building Permit Issued Date:
❑Other: Date:
b.If claiming vested rights,identify the regulation(s)the project has been designed in accordance with:
❑Coastal SW—1995 ❑Ph II—Post Construction
3. Stormwater runoff from this project drains to the Neuse River basin.
4. Total Property Area:2.40 acres 5. Total Coastal Wetlands Area:0 acres
6. Total Surface Water Area:0 acres
7. Total Property Area(4)—Total Coastal Wetlands Area(5)—Total Surface Water Area(6) =Total Project Area*:
2.40 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(NHW)line or Mean High Water
(MHW) line,and coastal wetlands landward from the NHW(or MHW)line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non-coastal wetlands landward of the NHW(or MHW)line may be
included in the total project area.
8. Project percent of impervious area:(Total Impervious Area /Total Project Area)X 100 =54.2 %
9. How many drainage areas does the project have?l (For high density,count 1 for each proposed engineered
stormwater BMP. For low density and other projects,use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project,attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information Drainage Area 1 Drainage Area 2 Drainage Area Drainage Area
Receiving Stream Name Whittaker Creek
Stream Class * SA;HQW,NSW
Stream Index Number* 27-130
Total Drainage Area(sf) 79015
On-site Drainage Area(sf) 79015
Off-site Drainage Area(sf) 0
Proposed Impervious Area**(sf) 56890
%Im ervious Area**(total) 72.0
Im ervious""Surface Area Drainage Area 1 Drainage Area 2 Drainage Area Drainage Area_
On-site Buildings/Lots(sf) 11879
On-site Streets (s -
On-site Parking (sf) 45011
On-site Sidewalks (s ) -
Other on-site (sf)
Future (sf)
Off-site (sf)
Existing BUA***(sf)
Total (sf): 56890
* Stream Class and Index Number can be determined at: http://portal.ncdenr org/web/wq[ps/csu/classifications
'* Impervious area is defined as the built upon area including,but not limited to,buildings,roads,parking areas,
sidewalks,gravel areas,etc.
***Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that is
to be removed and which will be replaced by new BUA.
11. How was the off-site impervious area listed above determined?Provide documentation.N/A
Form SWU-101 Version 06Aug2012 Page 3 of 6

Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per 1 SA NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance(O&M)forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from h—ttp://12ortal.ncdenr.org/web/wq/ws/su/bmp-manual.
Vl. 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. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/web/`­wq/ws/su/statesw/­forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at ht42:/Zportal.ncdenr.org/web/wq/ws/su/mal2 .)
Please indicate that the following required information have been provided by initialing in the space provided
for each item.All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
ti�ls
1. Original and one copy of the Stormwater Management Permit Application Form. Ini ni
2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants
Form. (if required as per Part VII below) SIt\)f
3. Original of the applicable Supplement Form(s)(sealed,signed and dated)and O&ML
agreement(s)for each BMP.
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review,refer to
httl2://www.envhelp.org/pages/mestol2express.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.) �G L
5. A detailed narrative(one to two pages)describing the stormwater treatment/management for
the project. This is required in addition to the brief summary provided in the Project
Information,item 1. 1G L
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within'A mile of the site boundary,include the 1h
mile radius on the map. \/
7. Sealed,signed and dated calculations (one copy). 1`
8. Two sets of plans folded to 8.5"x 14"(sealed,signed, &dated),including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures,the banks of streams and rivers,the MHW or NHW line of tidal
waters,and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures,the banks of streams or rivers,and the MHW(or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings&distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours,proposed contours,spot elevations,finished floor elevations.
1. Details of roads,drainage features,collection systems,and stormwater control measures.
m.Wetlands delineated,or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Exislung drainage(including off-site),drainage easements,pipe sizes,runoff calculations.
o. Drainage areas delineated (included in the main set of plans,not as a separate document).
p. Vegetated buffers(where required).
Fonn SWU-101 Version 06Aug2012 Page 4 of 6

.9.• Copy of any applicable soils report with the associated SHWT elevations(Please identify (L
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs.Include an 8.5"xll"copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs,the report should also
include the soil type,expected infiltration rate,and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed.Deed book: Page No: L
11. For corporations and limited liability corporations (LLC):Provide documentation from the NC \
Secretary of State or other official documentation,which supports the titles and positions held
by the persons listed in Contact Information,item la,2a,and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
http://www.secretary.state nc us/Corporations/CSearch aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions,outparcels,and future development,the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary,a table listing each lot number,lot size,and the allowable built-upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal ncdenr ory/web/wq/ws/su/statesw/forms does.Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner,it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s)below,the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,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 NC DWQ,and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer:Kyle I.Crowe
Consulting Firm:Bohler Engineering
Mailing Address:800 W.Hill Street
City:Charlotte State:NC Zip:28208
Phone: (980 ) 272-3400 Fax: (980 1 272-3401
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION(if Contact Information, item 2 has been filled out,complete this
section)
I,(print or type name of person listed in Contact Information,item 2a) certify that I
own the property identified in this permit application,and thus give permission to(print or type name of person
listed in Contact Information,item 1a) with(print or type name of organization listed in
Contact Information,item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal,which indicates the
party responsible for the operation and maintenance of the stormwater system.
Fenn SWU-101 Version 06Aug2012 Page 5 of 6

A,die logal property olvner I acknowledge, understand,and agree• by my Sig n all. re below, that if my designated
agent (entity listed in Contact Information, item I) dissolves their company and/or Calleels or defaults on their
lease agreement, or pending salt-, I'esponslbiIity for compHa we with the IMVQ2 Shrrnlwater permit reverts back to
tile, the property owner. As the• property owner, it is till' responsibility to notify DVVQ ininICLI lcly and submit a
completed Name/0"wvr5hip Change Perm within 30 days;otherlyise 1 will be operating a stonnwaler treatment
facility without a valid permit I understand that the operation of a shwnnvahr treatment facility without a valid
permit is a violation Of NC General Statue 1.4&2111 and may result in appropriate enforcement action including
the assessment of civil penalties of up to$25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
1, a Notary Public for the State of ,County of
do hereby cot lifY that personally appeared
before tile this_day of I ,and acknowledge the due execution Of the application for
a slornnvater permit. Witness Illy hand and official seal,
SHAL.
My commission expires
X. APPLICANT'S CERTIFICATION
1, (p rirll or tyre Inoue of person listed is Colllnel Information, itoll In)Michael '1'houms
cortifv that the information illchlded Oil this pet llllt application forol Is, to the best of Illy knowledge,correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants hill be recorded, and that the proposed project complies with the requirements of the
applicable stonniveter rulespundeerr 15A NCAC 211 J000 and any other applicable state sformw•ater requirements.
Signature:- �AL..SI 1Lan— Da to:_/O-r>L4 -1,3
1, 1, XUCL. ^—
�_GPiv�4�• , a Notary public For the State of7`�'kQnf(�,j' ,County of
h o hereby certify that �1 chw ICJQr1/9 personally appeared
before tile this ly of C?GfDbw ,.�013, and ackmc� vledge the d •xec'utio fo n of the application r
a sturnlw-ater permit. Witness Illy hand and official seal,
SEAL
DANA rEAGUE
NOTARYPUBLIC
Benton County,Arkansas
Mmmisskm Ex toes 5(2912016
Ormsisr wen er12347908
My commission expires_ —
I orm SWU-101 Version 06AIi 2013 INge 6 of

Walmart
Save money.Live better.
Realty Supplier Management & Compliance Mail stop 5570
Stormwater Compliance Team 2001 BE W'Street
Bentonville.AR 727 16-55 7 0
Mark S.Goldsmith,CPESC;Senior Director Stonnwater Compliance Phone [phone]
Fax [phone]
www.walman.com
#7207-000,Oriental,NC
Proposed Express—New
140OA-B Broad Street Ext.
Oriental,NC 28571
CERTIFICATION OF THE
STORMWATER POLLUTION PREVENTION PLAN
GENERAL PERMIT FOR STORMWATER DISCHARGES
FROM CONSTRUCTION ACTIVITIES
I certify, under penalty of law,that this document and all attachments were prepared under my direction
or supervision in accordance with a system designed to assure that qualified personnel properly gather
and evaluate the information submitted. Based on my inquiry of the person or persons who manage the
system, or those persons directly responsible for gathering the information, the information submitted is,
to the best of my knowledge and belief, true,accurate,and complete. I am aware that there are significant
penalties for submitting false information,including the possibility of fines and imprisonment for
knowing violations.
Sincerely,
Wal-Matt Stores East,L.P.
Mark S. Goldsmith,CPESC Date
Senior Director Stormwater Compliance
Va
DEC 12 2013
Ir =y-
Oriental,NC 7207-000 02370-77 November 4,2013

Doc ID: 002327640005 Type: CRP
Recorded: 11/11/2013 at 04:23:20 PM
Fee Amt: $346.00 PaAa 1 of 5
Revenue Tax: $320.00
Pamlico, NO
Lynn H. Lewis Register of Deeds
RETURNED TO:W�� e L1_ eK586 PG654-658
DATE RETURNED:
Prepared by: Sara L. Delamar, Delamar & Delamar, PLLC, Attorneys at Law, P.O. Box 411,
Bayboro, NC 28515
Return to
N.C. Excise Tax - $320.00
NORTH CAROLINA DEC 1 2 2013
SPECIAL WARRANTY DEED
PAMLICO COUNTY
V ! '�
This deed, made and entered into this 301h day of September, 2013, by and between
Three Seas Legacy, LLC, a North Carolina Limited Liability Company, hereinafter referred
to as "Grantor"; and Wal-Mart Real Estate Business Trust, a Delaware Statutory Trust,
hereinafter referred to as "Grantee". Grantor's mailing address is P.O. Box 250, Oriental, NC
28571. Grantee's mailing address is: c/o Wal-Mart Stores, Inc., Property Tax Department, P.O.
Box 8050 (ref Store No. 7207-00), Attn: MS 0555, Bentonville, AR 72712 8050.
WITNESSETH:
That said Grantor, for and in consideration of valuable consideration paid to Grantor, the
receipt of which is hereby acknowledged, does grant, bargain, sell and convey unto the Grantee
in fee simple all that certain tract or parcel of land lying and being in the Number Two (2)
Township, Pamlico County, North Carolina, and more particularly described as follows:
See attached Exhibit "A" — Legal Description.
The property described above is a portion of that property acquired by Grantor by
instrument recorded in Book 575, Page 150, Pamlico County Registry.
To have and hold the aforesaid tract or parcel of land and all privileges thercunto
belonging in fee simple forever.
Grantor covenants with Grantee that Grantor has done nothing to impair such title as
Grantor received, and Grantor will warrant and defend the title against the lawful claims of all

persons claiming by, under or through Grantor, other than the exceptions listed in Exhibit B.
which is attached hereto and incorporated herein by reference.
The designation Grantor and Grantee as used herein shall include the parties hereto, their
heirs, successors, assigns and legal and/or personal representatives.
In Testimony Whereof, said Grantor has caused this instrument to be signed in its
company name by its duly authorized member/manager, the day and year first above written.
THREE SEAS LEGACY, LLC
Byo'(�l "
G. Christopher 'ulcher,
Member/Manager
If initialed, the property includes the primary residence of at least one of the Grantors,
otherwise, note as N/A. (per NC GS § 105-317.2)
Pamlico County, North Carolina
I certify that the following person personally appeared before me this day, acknowledging to me
that he voluntarily signed the foregoing document for the purpose stated therein and in the
capacity indicated: G. Chrrslopher Fuleher, Member/Alanager of Three Sens Legacy, LLC.
Date: September 30, 2013
Official Signature of Notary 'a
Notary Public ',a $
v
Sara L. Delamar
Notary Public Printed Name
My commission expires: 9/1/2015

Exhibit "A"— Legal Description
Wal-Mart, Oriental, Pamlico County, North Carolina
THAT CERTAIN PARCEL OR TRACT OF LAND, SITUATED, LYING AND BEING IN
TOWNSHIP 2, PAMLICO COUNTY, NORTH CAROLINA, AND BEING ALL OF LOT IA
AS SHOWN ON A PLAT ENTITLED "SUBDIVISION ON THE LANDS OF THREE SEAS
LEGACY, LLC", RECORDED IN PLAT CABINET — BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE EASTERLY RIGHT-OF-WAY LIMITS OF
BROAD STREET EXT. - NC 55 (60' WIDE RIGHT-OF-WAY), WITH THE DIVISION LINE
BETWEEN THE LANDS OF QUALITY MARINE SERVICES, INC. (DEED BOOK 528
PAGE 737) ON THE NORTH, AND THE LANDS OF THREE SEAS LEGACY, LLC (DEED
BOOK 575 PAGE 150) ON THE SOUTH, THENCE WITH SAID DIVISION LINE, THE
FOLLOWING TWO COURSES AND DISTANCES;
I. SOUTH 650 26' 21" EAST, 21.78 FEET TO A PIPE FOUND, THENCE;
2. CONTINUING, NORTH 19° 27' 53" EAST, 20.00 FEET, THENCE DEPARTING
SAID DIVISION LINE, AND WITH A LINE THROUGH SAID LANDS OF THREE SEAS
LEGACY, LLC;
3. SOUTH 850 38' 10" EAST, 117.57 FEET TO THE CORNER OF THE DIVISION LINE
BETWEEN THE LANDS OF CARLTON FISHER(DEED BOOK 279 PAGE 421) ON THE
NORTH, AND SAID LANDS OF THREE SEAS LEGACY, LLC ON THE SOUTH,THENCE
WITH SAID DIVISION LINE;
4. SOUTH 650 33' 22" EAST, 100.22 FEET TO THE INTERSECTION OF SAID
DIVISION LINE, AND CONTINUING WITH A LINE THROUGH THE SAID LANDS OF
THREE SEAS LEGACY, LLC, THENCE WITH SAID THROUGH LINE, THE FOLLOWING
THREE COURSES AND DISTANCES;
5. SOUTH 660 34' 28" EAST, 98.54 FEET, THENCE;
6. CONTINUING, SOUTH 06° 33' 22" WEST, 207.36 FEET, THENCE;
7. CONTINUING, SOUTH 180 24' 11" WEST, 124.36 FEET TO A POINT ON THE
DIVISION LINE BETWEEN THE SAID LANDS OF THREE SEAS LEGACY, LLC ON THE
NORTH, AND THE LANDS OF TOWN OF ORIENTAL (DEED BOOK 182 PAGE 252) ON
THE SOUTH, THENCE WITH SAID DIVISION LINE;
8. NORTH 710 09' 10" WEST, 142.54 FEET TO THE INTERSECTION OF SAID
DIVISION LINE, WITH THE DIVISION LINE BETWEEN THE LANDS OF THE HEIRS OF

ADA GASKINS (DEED BOOK 389 PAGE 472) ON THE WEST, AND THE SAID LANDS
OF THREE SEAS LEGACY, LLC ON THE EAST, THENCE WITH SAID DIVISION LINE,
THE FOLLOWING TWO COURSES AND DISTANCES;
9. NORTH 180 47' 05" EAST, 45.53 FEET, THENCE;
10. CONTINUING,NORTH 66° 41' 38" WEST, 217.19 FEET TO A POINT ON THE
CENTERLINE OF SAID BROAD STREET EXT. -NC 55, TIIENCE CONTINUING ALONG
SAID CENTERLINE;
11, NORTH 060 40'49" EAST, 100.00 FEET, THENCE DEPARTING SAID
CENTERLINE AND WITH A LINE THROUGH SAID BROAD STREET EXT. - NC 55;
12. SOUTH 830 19' 11" EAST, 30.09 FEET TO THE SAID EASTERLY RIGI IT-OF-WAY
LIMITS OF BROAD STREET EXT. - NC 55, THENCE WPI -i SAID EASTERLY RIG]IT-OF-
WAY LIMTI'S;
13. NORTH 060 45' 57" EAST, 133.82 FEET TO THE PLACE OF BEGINNING.
CONTAINING 104,724 SQUARE FEET OR 2.404 ACRES

Exhibit"B"—Permitted Exceptions
Wal-Mart, Oriental, Pamlico County, North Carolina
1. Taxes or assessments for the year 2014, and subsequent years, not yet due or payable.
2. Easements, setback lines, and any other matters shown on plats recorded in Plat Cabinet
A. Slide 139-1; Plat Cabinet A, Slide 162-20; and Plat Cabinet _ Slide Iff Q '1Q--
Pamlico County Registry.
3. Easements or right of way in favor of Carolina Power and Light Company as recorded in
Book 161, Page 199, Pamlico County Registry.
4. General Permits to Carolina Telephone and Telegraph Company recorded in Book 139,
Page 634; and Book 185, Page 43, Pamlico County Registry.
5. Title to that portion of the property lying within the bounds of NC 55.
6. Matters as shown on that ALTA/ACSM Land Title Survey prepared by Robert C. Harr, Jr.,
PLS, dated September 23,2013.

Date Received DWQ USE ONLY
Fee Paid Permit Number
}. revlotJ " LJ o
Applicable Rules: ❑ Coastal SW— ❑ Coastal SW—2008 ❑ Ph II -Post Construction
(setExt all that v#y) ❑ Non-Coastal SW-HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑Other WQ M 9mt Plan:
State of N orth Carol i na
Department of Environment and Natural Resources
Division of Water Quality
STORM WATER MANAGEMENT PERMIT APPLICATION FORWEC 12 2013
This form may bephotoo pied for useasan original
I. GENERAL INFORMATION f"tq, j j.frQl f q,
1. Project Name(subdivision,facility,or establishment name-should be consistent with projed"nanO6`h'I
specifications, letters,operation and maintenance agreements,etc.):
Proposed Wal-Mart Store#7207
2. Location of Project(street address): p�
Broad Street Ext.and George Street-
City:Oriental _ _ County:Pamlico Zip:28571
3. Directions to project(from nearest major intersection):
South on H WY 55 for 2400feet from Straight Road Ste is on left
4. Latitude:M Z 19' N Longitude:-7&41' 29' W of the main entrance to the project.
It. PERMIT INFORMATION:
1.a.Specify whether project is(check one): ®New []Modification [] Renewal w/ Modificationt
?Renewals with modifications also requires SKU-102—Renewal Application Form
b.lf thisapplication is being submitted as the result of a modification to an existing permit,list the existing
permit numberN/A ,its issue date(if known)N/A ,and the status of
construction: []Not Started ❑Partially Completed" p Completed* 'provide adavgner'soatifiration
2. Specify the type of project(check one):
[]Low Density ®High Density ❑Drainstoan Off site Stormwater System []Other
3. If thisapplication is being submitted asthe result of a previously returned application or a letterfrom DWQ
request)n g a state stormwater management permit application, list the stormwater project number, if
assigned, N/A and the previous nameof theproject,if different than currently
proposed, N/A
4.a.Additional Project Requirements(check applicable blanks;information on required state permitscan be
obtained by contacting the Customer Service Center at 1-877-623.6748):
❑CAMA Major ®Sedimentation/ Erosion Control: 1.81 acof Disturbed Area
❑NPDESIndustrial Stormwater ®404/401 Permit: Proposed Impacts Wetlandst Streams
b.lf any of these permits have already been acquired please provide the Project Name, Project/ Permit Number,
issue date and the type of each permik401-_DWR13-0934 ?P .z
5. Is the project located within 5 miles of a public airport? ❑No ®Yes
If yaq seaSL. 2012-200,Part VI:ht_pt :Hportal.ncdenr org web/w ws/su/statesw/rules laws
Form SWU-101 Version 06Aug2012 Page 1 of 6

Ill. CONTACT INFORMATION
1.a.Print Applicant/ 9gning Official's name and title(specifically the developer, property owner, lessee,
designated government official,individual,etc,who owns the"roject):
Applicant/ Organization:Wal-Mart Sores East,LP
Signing Official & Title:Michael_Thomas,Director of Project Desi ng and Ma_ n_ga ement_.__
b.Contact information for person listed in item la above.
Street Address:2001 SE 10`h Street
City:Bentonviiill_e.__.. State:AR Zip:72716
M ai l i ng Ad d ress(if ttopliraWe):_....__
City: - Sate: Zip:
Phone: 479 __) 204-218f _ Fax: (479 ) 272-8380
Em ai I:M i chael.Thom asl adaal-mart.com
c.Pleasecheck the appropriate box.The applicant listedaboveis:
❑The property owner (Skip to Contact Information,item 3a)
❑ Lessee'(Attach a copy of the lease agreement and complete Contact Information,item 2a and 2b below)
® Purchaser"(Attach a copy of the pending sales agreement and complete Contact Information,item 2a and
2b below)
❑ Developer'(Complete Contact Information,item 2a and 2b below.)
2.a.Print Property Owner'snameand titlebelow,if you arethelessee,purchaser or developer. (Thisisthe
person who owns the property that the project is located on):
Property Owner/ Organization: C41f'S o�hc/ Fv���e(- ��ree S«s LLC_
Signing Official & Tltle:._C_�r, k cp ii a T-o1 cLw, law tJei 4 �Acp Ae, ✓
b.Contact information for person listed in item 2aabove:
SreetAddress: (Ol_ _$o.fFly "yL
City: Or,en�-V_ - _ -- —._--_ State:__NL Zip: ZB�I I
Mailing Address(if applicable):. i�D I� OX Z5T)
Clty: 0r.,ehk� ( Sate. NL Zip: __-
Phone: ( Z$L 11 2t{�1- 0123 _ Fax: (?S L-_-)_2�19—Z 3 3 -7
Email _ _ co `t� ---
3.a. (Optional)Print the name and title of another contact such as the project'sconstruction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: _
9gning Official & Title:
b.Contact information for person listed in item 3aabove:
Mailing Address:
City:__ -_ -_ Sate: Zip:
Phone: ( � Fax: ( �
Em ai 1:
4. Local jurisdiction for building permits: Pamlico County_
Point of Contact:Sdp Lee Phone#: (252 ) 745-3861
Form SWU-101 Version 06Aug2012 Page 2 of 6

I.V. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
Surface drainage and conveyane pipes to wetponds. Dischare to existing wetlands/stream
2.a.If claiming vested rights,identify the supporting documents provided and the date they were approved:
❑Approval of a Site Specific Development Plan or PUD Approval Date:
ElValid Building Permit Issued Date:
❑Other: Date:
b.If claiming vested rights,identify the regulation(s)the project has been designed in accordance with:
❑Coastal SW—1995 ❑ Ph II—Post Construction
3. Stormwater runoff from this project drains to the Neuse River basin.
4. Total Property Area:2.40 acres 5. Total Coastal Wetlands Area:0 acres
6. Total Surface Water Area:0 acres
7. Total Property Area(4)—Total Coastal Wetlands Area(5)—Total Surface Water Area(6) =Total Project Area':
2.40 acres
Total project area shall be calculated to exclude the following: the normal pool of imyyounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(NHW)line or Mean High Water
(MHW)line,and coastal wetlands landward from the NHW(or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non-coastal wetlands landward of the NHW(or MHW)line may be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area /Total Project Area)X 100 =54.2 %
9. How many drainage areas does the project have?1 (For high density,count I for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project,attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information Drainage Area 1 Drainage Area 2 Drainage Area_ Drainage Area_
Receiving Stream Name Whittaker Creek
Stream Class * SA;HQW,NSW
Stream Index Number* 27-130
Total Drainage Area(sf) 79015
On-site Drainage Area(sf) 79015
Off-site Drainage Area(sf) 0
Pro osed Impervious Area**(sf) 56890
%Impervious Area**(total) 72.0
Impervious`Surface Area Drainage Area 1 Drainage Area 2 Drainage Area_ Drainage Area_
On-site Buildings/Lots (sf) 11879
On-site Streets (sf) -
On-site Parking (sf) 45011
On-site Sidewalks (sf) -
Other on-site (sf)
Future(sf)
Off-site (sf)
Existing BUA***(sf)
Total (sf): 56890
* Stream Class and Index Number can be determined at: http://yortal ncdenr.org/web/zvq[ps/csu/classifications
** Impervious area is defined as the built upon area including,but not limited to,buildings,roads,parking areas,
sidewalks,gravel areas,etc.
**Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that is
to be removed and which will be replaced by new BUA.
11. How was the off-site impervious area listed above determined?Provide documentation.N/A
Form SWU-101 Version 06Aug2012 Page 3 of 6

Projects in Union County: Conrad DWQ Centro]Office staffto check if the project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance(O&M)forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http:/I„partal.noJenr. rg/webl wq!W6t suf.bmp arr nual.
VI. SUBM ITTAL REQUI REM ENTS
Only complete application packageswill be accepted and reviewed by the Division of Water Quality(DWQ).
A complete package includes all of the items listed below. A detailed application Instruction sheet and BM P
checklists are available from http'.// portal.ncdenr.orgl_web/wql ws/sulstatesw/forms does. The complete
application package should be submitted tothe appropriate DWOOffice. (The appropriate office maybe
found by locating project on the interactive online map at htto•// portal nodenr oral web/wq/ws/ su/maps.)
Pleaseindicate that the following required information have been provided by initialing in the space provided
for each item.All original documents MUST besigned and initialed in blue Ink. Download the latest versions
for each submitted application package from http://gortal.nplMr_org!web/wgl w sul statesw/formsi—dQ�.s.
I itials
1. Original andcneocpyof the Stormwater Management Permit Application Form. l�C
2. Original aid knecgoyof the signed and notarized Deed Restrictions& Protective Covenants t;C
Form. (if required aspen Part Vll below)
3. Original of the appiicableSupplement Form(s)(sealed signed and dated)and O&M IC C
agreement(s)for each BM P.
4. Permit application prooessing fee of$505 payabfetoNCDENR. (For an Express review,refer to
hltp://www.envhelo.org/ paaest onestopexpress html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedulethe required application meeting.) cC
5. A detailed narrative(oneto two pages)describing the9tormwater treatment/managementfor
the project. This isrequired in addition tothebrief summary provided in the Project
Information,item 1.
6. A USGSmap identifying the r0elocation. Ifthereceiving stream is reported asdassSAorthe
receiving stream d rai ns to loss SA waters w ithi n 'h m i l e of the site bou nd ary,i nd ud a the'/z
mile radius on the map. (C�
7. Sealed,signed and dated calculations(one copy).
8. Two sets of pIanafoldad to 8.5' x IN' (sealed,signed,& dated),induding:
a. Development/ Project name.
b. Engineer and firm.
c. Location map with named streetsand NCSRnumbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surfacewaterson theplansby delineating the normal pool elevation of
impounded structures,the banks of streams and rivers,the M H W or N H W line of tidal
waters,and any coastal wetlands landward of the M H W or N H W lines.
Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures,the banksof streams or rivers,and the M H W(or N H W)of tidal waters.
I. Dimensioned property/project boundary with bearings& distances.
j. Ste Layout with all BUA identified and dimensioned.
k. Existing contours,proposed contours,spot elevations,finished floor elevations.
I. Detailsof roads,drainage features,collection systems,and stormwater control measures.
m.Wetlands delineated,or a note on the plans that none exist. (Must bedelineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculations.
o. Drainage areas delineated (Induced in the main set of plans,not as a separate document).
p. Vegetated buffers(where required).
Form SWU-101 Version 06Aug2012 Page 4 of 6

9. Copy of any app I icablesoi Is report with the associated SHWTelevations(Pi ease identify
elevations in addition to depths)as wel I as a map of the boring locations with the existing
elevations and boring logs. Ind ude an 8.5"xll" copy of the N RCS County SoiIsm ap with the
project area dearly delineated. For projects with infiltration BM Ps,the report should also
include the soiI type,expected infiltration rate,and them ethod of determining the infiltration rate.
(I nfi Itration Devices submitted to W i RO:Schelulea stevisit for DWQ to verily the SHWT prig
tosdamitta', [phone].) �Cl
10. A copy of the most current property deed. Deed book:575 Page No: 150
11. For corporations and limited liability corporations(LLC): Provide documentation from the NC K <-
Secretary of State or other official documentation,which supports the titles and positions held
by the persons listed in Contact Information,item la,2a,and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the INC
Secretary of State,otherwisethe application will be returned.
http://www.secretary.state.nc us/Corporations)CSeerch.aspx
V11. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions,outparcels,and future development,the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary,a table listing each lot number, lot size,and the allowable built-upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be down)oaded from
http:// portal.ncdenr.org/web/-w-q/ws/ su/ slalesw/forms_docs.Download the latest versionsfor each submittal.
In the instances where the applicant isdifferent than theproperty owner,it isthe responsibility of theproperty
owner to sign thedeed restrictionsand protective covenants form whilethe applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s)below,the permit holder(s)certify that the recorded property restrictions and
protective covenants for this project,if required,shal I include at I the items required in the permit and I isted
on the forms available on the website,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 N C D WO,and that they will be recorded prior to the sale of any lot.
Vill. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/ or firm (such as
consulting engineer and/or firm)so that they may provide information on your behalf for this project (such as
addressing requestsfor additional information).
Consulting Engineer:Kyled Crowe
Consulting Firm: Bohller Engineering
Mailing Address:800 W. Hill Street_
City:Charlotte _ State:NC_ — Zip:28208.
Phone: (980 _)_ 272-3400 Fax: (980 ) 272-3401
Email:kcrowe&ohlereng.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information,item 2 has beffi filled out, complete this
section)
1, (printer type named person listed in Contact Information, item 2a) C� s� (,.i ���s✓_ _, certify that I
own the property identified in this permit application,and thus give perms on to(print or typenamed person
listed in Contact Information, item la) Michael Thanas with (print or type name dcrganization listedin
Contact Information, item fa) Wal-Mart acres Ea( LP to develop the project ascurrently proposed. A copy of
the leaseagreement or pending property sales contract has been provided with the submittal,which indicatesthe
party responsiblefor theoperation and maintenance of the stormwater system.
Form SWU-101 Version 06Aug2012 Page 5 of 6

As the legal property owner I acknowledge, understand,and agree by my signature below,that if my designated
agent(entity listed In Contact Information,item 1)diaolves their company and/or cancels or defaults on their
lease agreement,or pending sale,responsibility for comp Iiancewith the DWQ Stormwater permit reverts back to
me, the property owner.As the property owner,it ism responsibility to notify DWQ immediately and submit a
completed Name!Ownership Change Form within 30days,otherwise I will beoperating astormwater treatment
facility without avalid permit. I understand that the operation of a stormwater treatment facility without avalid
permit is a violation of NC General Statue 143-215.1 and may result inappropriate enforcement action including
the assessment of civil penalties of up to$25,000 per day,pursuant to N CGS 143-215.6.
r
n.. ���
3gnatu e: {S� A �vyt �. f:' 2 "�1� N_?% Date: %/r/� ice`
a Notary PUbllcfor the Stateof o_ .County of
do hereby certify thatt f' i5 — personally appeared
before me this' day of and acknowl—Ige the due yexecutionfdithe'9pplication for a
stormwater permit. Witnesshay hand and offi '
.wnluwnnllrn,. �,
o SEAL
°el O T AYR y
Vc* My commission expi �_
lr111111FI(MIl
X. APPLICANT'S CERTIFICATION
l, (print or type name f psrsr!listed in Contact Information,itar 1a)Midted Than__
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 will be recorded,and that the proposed project complies with the requirements of the
applicable stormwateyrr rules under15ANCAC2H .1000andanyotherapplicablestatestormwaterrequirements
Signature t^w�,wl 1V —_------_--_ Date;-I l//lQP3_ _
I, allotary Public for the State of AYk tryoIS .County of
do hereb tify that t&hM JhQMQ0i personally appeared
before methis_(� day of IJeiWMbW . Jaa and acknowledgethe dueexecution of theapplication for a
stormwater permit. Witness my hand and official seal,
,j.'kw"' ASHLEYZESLEY It
' SEP,L
,A� `�`= MY COMMISSION x 123922I
s•tp EXPIRES:February 25,2023
:�?S•` Benton County
My Commission expires oa -a F-a Qa 3
Form SWIJ-101 Version 06Aug2012 Page 6 of 6

B O H L E R 800 West Hill Street, Suite 101
Charlotte, NC 28208
PHONE [phone]
E N G I N E E R I N G FAX [phone]
r-
December 11,2013
Via:FedEx
DEC 1 2 2013
NCDENR-Express Permitting
943 Washington Square Mall
Washington,NC 27889 �
Attn:Mr. Scott Vinson
Re: Proposed Commercial Development
Express Permitting for Stormwater Permit and Land
Disturbance Permit
Oriental,Grantsboro,New Bern
BE#NCC138117
Dear Mr.Vinson:
With regard to the above-referenced project,we are providing the following to complete the package for your review. Please
let me know if you have any questions. Thanks.
• Copy of the recorded deed indicating Wal-Mart as the new property owner.
• O&M agreement for the Level Spreader/Filter(this is a copy,Wal-Mart is sending original to your office)
• Revised SWU-101 with Wal-Mart as the Owner
• Revised Financial Responsibility with Wal-Mart as the Owner
• 401 Water Quality Certification
Please confirm that you do not need any additional information for review. Should you have any questions or require
additional information,please contact me at(980)272-3400.
Sincerely,
BOHLER ENGINEERING,INC.
Kyle J.Crowe,P.E.
enc.
cc:File
KJComd
OTHER OFFICE LOCATIONS:
•Southborough, MA •Albany, NY • Ronkonkoma, NY •Warren, NJ •Center Valley, PA •Chalfont, PA •Philadelphia, PA
508.480.9900 518.438.9900 631.738.1200 908.668.8300 610.709.9971 215.996.9100 267.402.3400
•Towson, MD • Bowie, MD •Sterling, VA •Warrenton, VA • Fort Lauderdale, FL •Tampa, FL
410.621.7900 301.809.4500 703.709.9500 540.3 49.45 00 954.202.7000 813.379.4100
CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS
www.BohlerEngineering.com

From: kcrowe(i3)bohlereng.com [mailto:[e-mail]]
Sent: Tuesday, December 03, 2013 3:02 PM
To: Vinson, Scott
Cc: Peed, Richard; pbellantoni(a)bohlereng.com
Subject: RE: Grantsboro Wal-Mart
Scott,
There should have been a separate package that should have been sent to you prior to Thanksgiving. I will try
to track it down. It should have had the original signatures and signed letter from the owner. I'll get back with you
ASAP.
Kyle Crowe,PE
Assistant Project Manager
BOH LER
EN* cINEFRINC
Bohler Engineering
800 West Hill Street, Suite 101
Charlotte,NC 28208
Serving the East Coast
Office: 980-272-3400
Mobile: [phone]
Email: [e-mail]
www.BohlerEn ineerin .cgom
Please consider the environment before printing this e-mail
Confidentiality Note:This e-mail,and any attachment to it,contains confidential information intended only for the use of the designated recipients, which
information may also be privileged. If the reader of this e-mail is not the intended recipient, the document has been received in error and any use,
review,dissemination, distribution,disclosure or copying of this message is strictly prohibited. If you have received this e-mail in error,please notify the
sender via reply e-mail and immediately delete this e-mail from your system.
From: Vinson, Scott [mai Ito:scott.vinson(a ncdenr.gov]
Sent: Tuesday, December 03, 2013 2:48 PM
To: Kyle Crowe
Cc: Peed, Richard; Peter Bellantoni
Subject: RE: Grantsboro Wal-Mart
Kyle,
We received the Oriental Stormwater permit and Erosion &Sediment Control plan packages on November 25, 2013,
however as indicated in your submittal letter, there are still required items missing from the package and that Wal-Mart
is responsible for submitting these items to us. We have not received these items yet and we wanted to let you know
that will not be able to officially accept the application packages until these items are received. Could you please give us
a time frame on when we might be able to expect them from Wal-Mart? As mentioned on November 19, because of the
complexity of the site conditions for this project and that this project was previously submitted and withdrawn from the
Express review program we are planning to review the packages through the routine review process. Please do not
worry,we still hope to have the initial reviews complete within 2 weeks or less and either approved or will request any
corrections or additional information that's needed. Once the additional items are received from the Wal-Mart group
we will let you know the official acceptance date of the applications.
Sincerely,
Scott& Richard
SCOTf VINSON
2

Vinson, Scott
From: [e-mail]
Sent: Wednesday,December 04,2013 3:00 PM
To: Vinson,Scott
Cc: Peed,Richard;[e-mail]
Subject: RE:Oriental Wal-Mart
Attachments: NCDWRapproval.pdf;deed.pdf
Scott,
I have attached electronic copies of the DWQ Permit and the deeds. I will send the hard copies with the letter
from the Owner. I'm checking into the O&M agreements.
Kyle Crowe,PE
Assistant Project Manager
BOH LER
F. N 6 I N E E R I N G
Bohler Engineering
800 West Hill Street, Suite 101
Charlotte,NC 28208
Serving the East Coast
Office: 980-272-3400
Mobile: [phone]
Email: [e-mail]
www.BolilerEngitieet-ing coni
Please consider the environment before panting this e-mail
Confidentiality Note:This e-mail,and any attachment to it,contains confidential information intended only for the use of the designated recipients, which
information may also be privileged. If the reader of this e-mail is not the intended recipient, the document has been received in error and any use,
review, dissemination, distribution, disclosure or copying of this message is strictly prohibited. If you have received this e-mail in error,please notify the
sender via reply e-mail and immediately delete this e-mail from your system.
From: Vinson, Scott [mailto:[e-mail]]
Sent: Tuesday, December 03, 2013 5:12 PM
To: Kyle Crowe
Cc: Peed, Richard; Peter Bellantoni
Subject: RE: Oriental Wal-Mart
Kyle,
Yes we have received the package with the New Bern, Grantsboro and Oriental Stormwater forms signed, but we still
need the complete copy of the deed, a copy of the 401 certification from Water Quality/Water Resources and the
revised letter from the current property owner stating his title within 3 Seas. I'll have to double check the additional
package that came in with the SW forms, but I think there was missing and Operation & Maintenance agreement for the
level spreader and vegetated filter strip that comes after the wet pond. If you can get us the deed, 401 certification and
revised letter, we can accept the packages in and start their reviews. If it takes a few days longer to get me the 0&M for
the level spreader and veg. filter signed and mailed to me, I'll look for it while I'm reviewing the rest of the SW
application package, but it will need to be in before I can issue the permit this time.
Scott
Before printing this email, please consider your budget and the environment.
*F.-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to
third parties unless the content is exempt by statute or other regulation.
1

LAND QUALITY SECTION
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
NC DEPARTMENT OF ENVIRONMENT& NATURAL RESOURCES
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27889
DIRECT:[phone]
OFFIICE:[phone]
(ft Before printing this email, please consider your budget and the environment.
*E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third
parties unless the content is exempt by statute or other regulation.
From: kcrowe(albohlereng.com [mailto:kcrowe(a)bohlereno.com]
Sent: Tuesday, November 26, 2013 9:29 AM
To: Vinson, Scott
Cc: Peed, Richard; amoriart 0bohlereng.com; pbellantoni(dbohlereng.com
Subject: Grantsboro Wal-Mart
Scott,
You will receive a Fed EX package today with all of the signed original applications that you need for Grantsboro.
Please confirm you will be able to issue the permit upon receipt. I spoke to Richard last week and he stated that he had
everything he needed from an erosion control standpoint. Thanks.
Kyle Crowe,PE
Assistant Project Manager
PTO BOHLER
ENGINEERING
Bohler Engineering
800 West Hill Street, Suite 101
Charlotte,NC 28208
Serving the East Coast
Office: 980-272-3400
Mobile: [phone]
Email: [e-mail]
www.BohlerEii2inecring.com
Please consider the environment before printing this e-mail
Confidentiality Note:This e-mail, and any attachment to it,contains confidential information intended only for the use of the designated recipients, which
information may also be privileged. If the reader of this e-mail is not the intended recipient, the document has been received in error and any use,
review, dissemination, distribution,disclosure or copying of this message is strictly prohibited. If you have received this e-mail in error,please notify the
sender via reply e-mail and immediately delete this e-mail from your system.
3

LAND QUALITY SECTION
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
NC DEPARTMENT OF ENVIRONMENT& NATURAL RESOURCES
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27889
DIRECT:[phone]
OF�F`I�CE:[phone]
(
`� Before printing this email, please consider your budget and the environment.
*E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third
parties unless the content is exempt by statute or other regulation.
From: kcrowe(olbohlereng.com [mailto:kcroweCcbbohlereno.com]
Sent: Tuesday, November 26, 2013 9:29 AM
To: Vinson, Scott
Cc: Peed, Richard; [e-mail]; [e-mail]
Subject: Grantsboro Wal-Mart
Scott,
You will receive a FeclEX package today with all of the signed original applications that you need for Grantsboro.
Please confirm you will be able to issue the permit upon receipt. I spoke to Richard last week and he stated that he had
everything he needed from an erosion control standpoint. Thanks.
Kyle Crowe,PE
Assistant Project Manager
Ix BOH LER
ENCINFERING
Bohler Engineering
800 West Hill Street, Suite 101
Charlotte,NC 28208
Serving the East Coast
Office: 980-272-3400
Mobile: [phone]
Email: kcrowe a bohlerena.com
www.BohlerEn ing eet•ingcom
Please consider the environment before printing this e-mail
Confidentiality Note:This e-mail, and any attachment to it,contains confidential information intended only for the use of the designated recipients, which
information may also be privileged. If the reader of this e-mail is not the intended recipient, the document has been received in error and any use,
review, dissemination,distribution,disclosure or copying of this message is strictly prohibited. If you have received this e-mail in error,please notify the
sender via reply e-mail and immediately delete this e-mail from your system.
3

BOHLER
E N G I N E E R I N G
November 25,2013
Via: FedEx
NCDENR-Express Permitting
943 Washington Square Mall
Washington,NC 27889
Attn:Mr. Scott Vinson
Re: Proposed Commercial Development
Express Permitting for Stormwater Permit and Land
Disturbance Permit
Oriental,Grantsboro,New Bern
BE#NCC138117, 138114, 138113
Dear Mr.Vinson:
With regard to the above-referenced projects,we are providing signed applications as requested for your records. Please let
me know if you have any questions. Thanks.
Please confirm that you do not need any additional information for review. Should you have any questions or require
additional information,please contact me at(980)272-3400.
Sincerely,
BOHLER ENGINEERING,INC.
K le J. Crowe,P.E.
enc.
cc: File
KICAW
ax
NOV 21 2013
Qr/79�
j 1
CIVIL AND CONSULTING ENGINEERS PROJECT MANAGERS • SURVEYORS ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS

Permit Number: d W? /3/007
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin 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.
The wet detention basin system is defined as the wet detention basin, NOV 2 7 2013
pretreatment including forebays and the vegetated filter if one is provided. w-th /k
This system (check one):
® does ❑ does not incorporate a vegetated filter at the outlet.
P 7)
This system (check one): �
® does ❑ does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed,until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance,the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year,a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected 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 should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potentialproblem: How I will remediate theproblem:
The entire BMP Trash debris is present. Remove the trash/debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin 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.
Vegetation is too short or too Maintain vegetation at a height of
Ion approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potentialproblem: How I will remediate theproblem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to
swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
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. If pesticide is used,wipe it on
the plants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional
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.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50% of the area. and control the algal growth.
Cattails,phragmites or other Remove the plants by wiping them
invasive plants cover 50% of with pesticide(do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potentialproblem: How I will remediate theproblem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An amoral inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office, or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 0 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 3 feet in the forebay, the sediment shall
be removed.
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation 4.50
Sediment Removal . 3.00 Pe manen Pool
---------- -- Volume Sediment Removal Elevation 0.00 Volume
Bottom Elevatio 2.00 -ft Min. --""-""""""""-"" "" ""
Sediment Bottom Elevation-1.00 1-ft n.
Storage Sediment
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

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. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Pronosed Wal-Mart Store#7207
BMP drainage area number:I
Print name:Michael Thomas
Title:Director of Project Design and Management
Address:2001 SE l Oth St, Bentonville, AR 72716
Phone:[phone]
Signature:_ �Wh
Date:�� �
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the L
lots have been sold and a resident of the subdivision has been named the president.
1, LL ze- t, , a Notary Public for the State of
C' unty of 18 yy}r , do hereby certify that
MA ChQuo :rbD yy)CA S personally appeared before me this c
day of N)D VQXYI ,?0�, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
ASHLEYZEBLEY
MY COMMISSION 612392230
EXPIRES:February 25,2023
`''•%;2s'•`'• Benton County
SEAL
My commission expires DO — ana
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Permit Number:s�j 319Or7
(to be provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
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 maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year,the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency.Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC, 1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (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: Potentialproblem: How I will remediate theproblem:
The entire filter strip Trash/debris is present. Remove the trash/debris.
system
The flow splitter device The flow splitter device is Unclog the conveyance and dispose
(if applicable) clogged. of any sediment off-site.
The flow sputter device is Make any necessary repairs or
damaged. replace if damage is too large for
repair.
DEC 1 2 2013
Form SWU401-Level Spreader, Filter Strip,Restored Riparian Buffer O&M-Rev.3 Page �P€3

BM?element: Potentialproblem: How I will remediate theproblem:
The swale and the level The swale is clogged with Remove the sediment and dispose
lip sediment. of it off-site.
The level lip is cracked, Repair or replace lip.
settled,undercut,eroded or
otherwise damaged.
There is erosion around the Regrade the soil to create a berm
end of the level spreader that that is higher than the level lip,and
shows stormwater has then plant a ground cover and
bypassed it, water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun Remove them.
to grow on the swale or just
downslo e of the level lip.
The bypass channel Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully,and then
reestablish proper erosion control.
Turf reinforcement is Study the site to see if a larger
damaged or ripap is rolling bypass channel is needed(enlarge if
downhill. necessary). After this,reestablish
the erosion control material.
The filter strip Grass is too short or too long Maintain grass at a height of
(if applicable). approximately three to six inches.
Areas of bare soil and/or Regrade the soil if necessary to
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.
Sediment is building up on Remove the sediment and
the filter strip. restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated. Provide additional irrigation and
fertilizer as needed.
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.
Nuisance vegetation is Remove vegetation by hand if
choking out desirable species. possible. If pesticide is used,do not
allow it to get into the receiving
water.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality local Regional Office,or the
outlet. 401 Oversight Unit at 919-733-1756.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 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. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Wal-Mart 7207-00
BMP drainage area number:I
Print name:Michael Thomas
Title:Director of Project Design and Management
Address:2001 SE I On' Street, Bentonville,AR 72716
Phone:[phone]
Signature: �a
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.
I, c.0 iJLOW , a Notary Public for the State of
pW� , Cou ity of &Y h O , do hereby certify that
/���I Y aufl -Mpmnc� personally appeared before me this
day of Ot Cc yplhp r- �, and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
ZEBIEY
,t�{,,,M.ti MY COMMISSIONMt2392230
`- 5.��� EXPIRES:February 25,2023
SEAL
My commission expires CA—AS
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

Permit Name: 5 A/7/3h07
(to be provided by DWQ)
Drainage Area Number:
Grassed Swale 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. p,
Important maintenance procedures: I Ir
— The drainage area of the grassed swale will be carefully managed to reduce the
sediment load to the grassed swale.
— After the first-time fertilization to establish the grass in the swale,fertilizer will
not be applied to the grassed swale.
The grassed swale will be inspected once a quarter. 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: Potentialproblem: How I will remediate theproblem:
The entire length of the Trash/debris is present. Remove the trash/debris.
swale
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully,and then re-sod
(or plant with other appropriate
species)and water until established.
Provide lime and a one-time
fertilizer application.
Sediment covers the grass at Remove sediment and dispose in an
the bottom of the swale. area that will not impact streams or
BMPs. Re-sod if necessary.
Vegetation is too short or too Maintain vegetation at a height of
Ion approximately six inches.
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.
k a i
NOV 2 7 2013
V V
Form SW401-Grassed Swale O&M-Rev.3 Page 1 of 2

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. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Wal-Mart#7207-00
BMP drainage area number:2
Print name:Michael Thomas
Title:Director of Project Design and Management
Address:2001 SE 1 Oth Street, Bentonville, AR 72716
Phone:[phone]
Signature: M
Date: 101JX I.3
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been�1sold and a resident of the subdivision has been named the president.
�_I, p — , a Notary Public for the State of
/a y o my of on , do hereby certify that
m daft P fl mQ= t personally appeared before me this
day of�10 VPYYb4 ,,')0 13, and acknowledge the due execution of the
forgoing grassed swale maintenance requirements. Witness my hand and official seal,
tl�! -- A8HLEY ZEBLEY i
\ ,;.w,7� M XP RFB:I Febr ary 26,2023
'•;s4, 9antonCounty
SEAL
My commission expires Oa"O;);
Form SW401-Grassed Swale O&M-Rev.3 Page 2 of 2

Permit Name:2j /OQrf
(to be provided by DWQ)
Drainage Area Number:
Grassed Swale 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 maintenance procedures: (O+c`
— The drainage area of the grassed swale will be carefully managed to reduce the
sediment load to the grassed swale.
— After the first-time fertilization to establish the grass in the swale,fertilizer will
not be applied to the grassed swale.
The grassed swale will be inspected once a quarter. 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: Potentialproblem: How I will remediate theproblem:
The entire length of the Trash/debris is present. Remove the trash/debris.
swale
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully,and then re-sod
(or plant with other appropriate
species)and water until established.
Provide lime and a one-time
fertilizer application.
Sediment covers the grass at Remove sediment and dispose in an
the bottom of the swale. area that will not impact streams or
BMPs. Re-sod if necessary.
Vegetation is too short or too Maintain vegetation at a height of
lon approximately six inches.
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.
NOV 2 7 2013
Form SW401-Grassed Swale O&M-Rev.3 Page 1 of 2

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. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Wal-Mart 47207-00
BMP drainage area number:I
Print name:Michael Thomas
Title:Director of Proiect Design and Management
Address:2001 SE IOth Street, Bentonville, AR 72716
Phone:[phone]
Signature: lgzla4]
Date: 11L)-1j13
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, 111. , a Notary Public for the State of
�rka"'ta 4 County of ELW( tbn do hereby certify that
�_U N 1omw personally appeared before me this(_
day of OOVe Vtb.Q r- —, aml-:�, and acknowledge the due execution of the
forgoing grassed swale maintenance requirements. Witness my hand and official seal,
— r "�.EV ZEBLEY
. .r,..i •:::ISSION N 12392230
i;Fobmary26.202,
"Asp;•'' 4mcounly
SEAL
My commission expires (2 2)
Form SW40 I-Grassed Swale O&M-Rev.3 Page 2 of 2