SW7101003_HISTORICAL FILE_20200417

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. sw 7pldD3
DOC TYPE I ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
614,
DOC DATE
YYYYMMDD

W"�`d
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Acting Director
NORTH CAROLINA
Environmental Quality
April 17, 2020
Lowes Home Centers, LLC
Attention: Mr. David R. Green, Manager
1000 Lowes Blvd
Mooresville, NC 28117
Subject: Stormwater Permit No. SW7101003 Renewal
Lowes of Kill. Devil Hills
High Density Stormwater Project
Dear Mr. Green: Dare County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SV 7101003 for a stormwater treatment system consisting of two
infiltration basins and one infiltration trench serve Lowes of Kill Devil Hills located at
1500 North Croatan Hwy, Kill Devil Hills, NC expires on October 29, 2020. This is a
reminder that permit renewal applications are due 180 days prior to expirati We do
not have a record of receiving a renewal application. �.
To keep this permit active please submit a completed permit renewal application along
with a $505.00 fee for permit renewal. Permit application forms for renewal can be found
on our website at:
t c vresources-Zen
rules /stormwater-oroeram/post-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. if you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at rogerAhorPePulcdenr.gov.
Sincerely,
i
Roger K. Thorpe
Environmental Engineer
�� North Carolina Department of Environmental Quality I DIVIsion of Energy, Wnerat and Land Resources
_E Q Washington Regional Office J 943 Washington Square Mall I Washington. North Carolina 27889
252.946k481

r�'r�'fi LIMITED LIABILITY COMPANY ANNUAL REPORT
1012017
NAME OF LIMITED LIABILITY COMPANY: Lowe's Home Centers, LLC
SECRETARY OF STATE ID NUMBER: 0087619 STATE OF FORMATION: NC
REPORT FOR THE CALENDAR YEAR: 2020
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Corporation Service Company
2. SIGNATURE OF THE NEW REGISTERED AGENT:
E - Filed Annual Report
0087619
CA202005006045
2/19/2020 03:30
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
2626 Glenwood Avenue,
Raleigh, NC 27608 Wake County
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: RPtail gaIRC
2626 Glenwood Avenge„ Suite 550
Raleigh, NC 27608
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3• PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS
1000 Lowes Blvd
Mooresville, NC 28117
5. PRINCIPAL OFFICE MAILING ADDRESS
1000 Lowes Blvd, Tax52
Mooresville, NC 28117
6. Select one of the following if applicable_ (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: David R Green NAME: Beth R MacDonald NAME: Brandon J Sink
TITLE: Manager TITLE: Manager TITLE: Manager
ADDRESS:
1000 Lowe's Blvd
Mooresville, NC 28117
ADDRESS:
1000 Lowes Blvd.
Mooresville, NC 28117
ADDRESS:
1000 Lowe's Blvd.
Mooresville, NC 28117
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed.in its entirety by a person/business entity.
David R Green 2/19/2020
SIGNATURE
Form must be signed by a Company Official listed under Section C of This form.
DATE
David R Green Manager
Print or Type Name of Company Official Print or Type Title of Company Official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF S200.00
MAIL TO: Secretary of State. Business Registration Division, Past Office Box 29525, Raleigh, NC 27626-0525

5�g16(603
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STORMWATER MANAGEMENT PERMIT INFORMATION UPDATE FORM
This form is only to be used by the current permittee to: 1) change the Point of Contact (signing official) for
the current permittee (LLC, Corporation, HOA or POA); 2) change the mailing address, phone number or email
address of the current permittee; 3) change the name of the project; and 4) change the legal corporate name
as documented by a Name Change filed with the NCSOS. For all transfers of the permit to a NEW OWNER
(including dissolution of the current permittee corporation or LLC and the transfer of assetvto-a'new `" r �-
corporation or LLC), please complete the "Permit Transfer Form"."�, L . L'
I. CURRENT PERMIT INFORMATION
Stormwater Management Permit Number: SW7 101003 Nov - d 7o15
2. Project Name: Lowe's of Kill Devil Hills, NC
3. Current/ Previous Corporation Name: Lowe's Home Centers. Inc. U FA
4. Current Permit Holder's Company Name/Organization: Lowe's Home Centers, LLC v I, rt
5. Signing Official's Name: Stewart Scott Title: VP - Engineering/Construction
Phone: ( 336) 658-4000 Fax: ( }
II. NEW PERMIT INFORMATION
Request the following information be updated: (Please check all that apply. If more than one point of contact or mailing
address is being changed, please attach a separate sheet.)
❑ Project Name — (Complete Item 1 below)
❑x Corporation Name — (Complete Item 2 below and provide the Name Change filed with the NCSOS)
❑ Point of Contact (i.e., Signing Official, Property Owner, LLC Manager, HOAIPOA president/manager) —
(Complete Items 3 & 4 below and provide a copy of supporting documentation such as NCSOS filing)
❑ Mailing Address / Phone Number/ Email Address — (Complete Item 5, 6, or 7 below, as applicable)
1. New Project Name:
2. New Corporation Name: Lowe's Home Centers. LLC
3. New Point of Contact Name: M. Devin Staley, PE
4. New Point of Contact Title: -
5. New Mailing Address: Apt.lSuite#
City: State: Zip:
6. New Phone: �_) New Fax: �)
7. New Email Address: [e-mail]
III. CURRENT PERMITTEE'S CERTIFICATION
I, Stewart Scott , the current permittee, hereby notify DEMLR that I am making the above
noted changes as listed 'n S ction 11. 1 further attest that this application for an update to the permit information
currently on File is accura a mp ete t the best of my knowledge. 01
Signature: Date: �� e
I, . L._ae_rdJ a Notary Public for the State of 6zor4,hCounty of of Ali -k lltt,) do hereby certify that _Sfi,W c,/V ,Sj,,4_4-
personally appeared before me this the r] day of 0!,&k3of 20 IS' , and acknowledge the
due execution of the forgoing instrument. Witness my hand and official seal, ff
( 4 A� LiA My commission expires oZl al(J of o 1
o ary Signature
EmyNotaMry
LISSA RICHARDSON
Public, North Carolina
Wilkes County
commission Expires
bruary 20, 2017

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VJaRa
NC®ENR
North Carolina Department of Environment and Natura
Beverly Eaves Perdue
Governor
Mr. Charles H. Smithey, VP for Real Eatate
Lowe's Home Centers, Inc.
1605 Curtis Bridge Road -Mail Code RES7-S
Wilkesboro, NC 28697
Subject: NOTICE OF INSPECTION
Lowe's — Kill Devil Hills
Permit No. SW7101003
Dare County
Dear Mr. Smithey:
Division of Water Quality
Charles Wakild, P. E.
Director
November 15, 2012
Resources
Dee Freeman
On November 14, 2012, Robbie Bullock of the Washington Regional Office of the Division of Water Quality (DWQ) inspected
Lowe's at Kill Devil Hills in Dare County to determine compliance with Stormwater Management Permit Number SW7101003
issued on October 29, 2010. It was noticed during the file review that the Designer's certification is not on file as required
by the permit and needs to be submitted to this office. A site inspection revealed that the site is compliant with all other terms
and conditions of this permit. Please find a copy of the completed form entitled "Stormwater Inspection Report" attached to this
letter.
Please be advised that you are required to comply with the terms, conditions and limitations of your Stormwater Management
Permit under Title 15A North Carolina Administrative Code 2H .1003 and North Carolina General Statute 143-214.7, including
operation and maintenance of your permitted stormwater system.
If the project has changed name, ownership or mailing address, a formal change of name/ownership form must be submitted to
DWQ within 30 calendar days detailing the change. Please provide the name, mailing address and phone number of the person
or entity that is now responsible for this permit:
Please be advised that violations of your.Stormwater Management Permit may be subject to the assessment of civil penalties of
up to $25,000 per day per violation. If you have any questions please contact me at the Washington Regional Office, telephone
number [phone].
Sincerely,
9- /AIV
Robbie Bullock
Wastewater Treatment Plant Consultant
Enclosure: Stormwater Inspection Report
Designer's Certification
cc:WaRO Files a/
North Carolina Division of Water Quality Internet: www.ncwaterquality.org
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycledl10% Post Consumer Paper
NonrthCarolina
Naturally

State Stormwater Inspection Report
General
Project Name: Lowe's-Kill Devil Hills
Permit No: SW7101003
Expiration Date: October 29, 2020
Contact Person: Charles H. Smithey
Phone Number: 336-658-4000
Inspection Type: Compliance
Inspection Date: November 14, 2012
Time In: 1:20 pm
Time Out: 1:50 pm
Current Weather: Cloudly
Recent Rain (Date)? Unknown
Rain - in j
Location
Facility Address / Location: 1500 North Croatan Highway
City: Kill Devil Hills Zip: 27948
County: Dare
Lat: 36' 01 ` 35"N
Long: - 75' 40` 13"W
Permit Information
Rule Subject to (circle one): 1988 Coastal Rule 1995 Coastal Rule 008 Coastal Rule Session Law 2006-246
Goose Creek High Quality Waters Outstanding Resource Waters
Density (circle one): igh (HD Low (LD)
Stormwater Best Management Practices (BMPs) (insert number of each):
Wet Ponds 2 Infiltration Basins 1 Infiltration Trenches
Dry Ponds Bioretention Permeable Pavement
Cistern Level Spreader/Filter Strip Other (spec):
File Review
LD Swales Stormwater Wetlands
Sand filters (circle one) Open Closed
Yes No NIA NIE
1. Is the permit active?
X
2. Signed En ineer's Certification on file?
X
3. Signed Operation and Maintenance agreement on file?
X
4. Recorded Deed Restrictions on file?
X
Site Visit- Built then Area (RUA1
Yes . No NIA NIE
5. BUA is constructed and consistent with the permit requirements?
X
6. BUA aspermitted) is graded such that the runoff drains to the s stem? i h density only)
X
7. Drainage area is consistent with ermit? i.e. no un ermitted drainage to the SW BMPs
X
8. Drainage area is stabilized? to reduce risk of sedimentation to the SW BMPs
X
Site Visit- Stnrrnwater BMPs
1[-T->•I'll rem ►1L11119►I =1
9. Stormwater BMPs are located per the approvedplans?
X
10. Stormwater BMPs have dimensions e . length, width, area matching the approvedplans?
X
11. Stormwater BMPs are constructed per the approvedplans?
X
Site Visit: Oneration and Maintenance
Yes No NIA NIE
12. Access points to the site are clear and well maintained?
X
13. Trash has been removed as needed?
X
14. Excessive landscape debris ass clippings, leaves, etc is controlled?
X
15. Stormwater BMPs being operated and maintained as per the permit requirements?
X
16. Inspection and Maintenance records are available for inspection? (high density only, 1995 - present only)
X
Site Visit: Other Permit Conditions Yes No NIA N1E
17. Is the site comoiiant with other conditions of the permit? I X
Site Visit: Other Water Quality Issues Yes No NIA NIE
18. Is the site compliant with other water quality issues as noted during the inspection? I X
State Stormwater Inspection deport, Version 3.0
Page 1 of 2

State Stormwater Inspection Report
The designer's certification needs to be submitted to this office within 30 days.
Compliance Status Pr' Compliant Q Non -Compliant
Letter Sent (circle one): Yes No
Date Sent: _//- 15112
Letter type: CE=1 NOV NOVRE Other
Reference Number:
Inspector !Name and Signature: G(ni ;r„&Z 44 44&
Date:
State Stounwatei Inspection Report, Version 3.0 Page 2 of 2

Permit No. SW7101003
Lowe's — Kill Devil Hills
Stormwater Permit No. SW7101003
Dare County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, raving 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:
Signature
Registration Number
Date
SEAL
Page 6 of 7

I- ['.I it lit IVU. 0W V ! I U I UU.3
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 bypass structure weir elevation is per the approved plan.
8. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the 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. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Dare County Building Inspections
Page 7 of 7

Ar
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
October 29, 2010
Mr. Charles H. Smithey, VP for Real estate
Lowe's Home Centers, Inc.
1605 Curtis Bridge Road — Mail Code RES7-S
Wilkesboro, NC 28697
Subject: Stormwater Permit No. SW7101003
Lowe's — Kill Devil Hills
High Density Project
Dare County
Dear Mr. Smithey:
The Washington Regional Office received a complete Stormwater Management Permit
Application for Lowe's — Kill Devil Hills on October 14, 2010. 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. SW7101003 dated October 29, 2010, for the construction of the subject
project.
This permit shall be.'effective from the date of issuance until October 29, 2020, 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 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such
demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Samir Dumpor, or me at (252) 946- 481.
Si. ce re
r
I
Al Hodg
Regions
Surface Water Protection
AHlsd: K:1SD1Permits - Infiltration1SW7101003
cc: Todd Simmons, PE, Freeland & Kauffman, Inc.
WDre County Building Inspections
ashington Regional Office
North Carolina Division of Water Qualit}' Internet: �c�s�i.ncwatcrqualil},c�rl;
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal OpportunitylAffirmative Action Employer — 50% Recycledll0% Post Consumer Paper
Section
One
NorthCarolina
Natural&

r State Stormwater Management Systems
' Permit No. SW7101003
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Lowe's Home Centers, Inc.
Lowe's — Kill Devil Hills
Dare County
FOR THE
construction, operation and maintenance of two connected infiltration basins and one
infiltration trench located under permeable concrete, in compliance with the provisions of
Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to as the "stormwater
rules' and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water Quality
and considered a part of this permit.
This permit shall be effective from the date of issuance until October 29, 2020, 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 1.8 on page 3 of this permit. The stormwater control
has been designed to handle the runoff from total of 407,880 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.8 on
page 3 of this permit, and as shown on the approved plans.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be
recorded showing all such required easements, in accordance with the approved
plans.
5. The runoff from all built -upon area within the permitted drainage area of this project
must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 50 feet
landward of all surface waters.
7. The following design criteria have been permitted for the infiltration basin and must
be provided and maintained at design condition:
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7101003
INFILTRATION BASINS 1 & 2
a. Drainage Area, acres:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Basin Depth, feet:
e. Bottom Elevation, FMS.�:
f. Bottom Surface Area, ft :
g. Bypass Weir Elevation, FMSy
h. Permitted Storage Volume, ft
i. Type of Soil:
j. Expected Infiltration Rate, in/hr:
k. Seasonal High Water Table, FMSL
1. Time to Draw Down, days-
M. Receiving Stream/River Basin:
n. Stream Index Number:
o. Classification of Water Body:
6.43
233,482
1.5°
4.0
4.0
13,768
8.0
93,727
Corolla
19.00
2.0
0.32
Collington Creek 1 Pasquotank
30-21-1-1
"SC"
8. The following design criteria have been provided in the infiltration trench and must
be maintained at design condition:
a.
b.
C.
d.
e.
f.
9-
h.
i.
-
k.
I.
m
n.
o.
P.
INFILTRATION TRENCH
Drainage Area, acres:
Total Impervious Surfaces, ft2:
Design Storm, inches:
Trench Length ft:
Trench Width, ft:
Trench Height, ft:
Bottom Elevation, FMSL:
Bypass Weir Elevation, FMSy
Permitted Storage Volume, ft
Type of Soil:
Expected Infiltration Rate, inlhr:
Seasonal High Water Table, FMSL
Time to Draw Down, days:
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
4.42
174,398
1.5°
630'
243'
0.5'
7.20
8.20
30,600
Corolla
6.00
2.0
0.01
Collington Creek 1 Pasquotank
30-21-1-1
"SC"
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 times provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter. -
Page 3 of 7

State Stormwater Management Systems
Permit No. SW7101003
g. A clear access path to the bypass structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and what
actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data. -
6. 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.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received from
an appropriate designer for the system installed certifying that the permitted facility
has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A modification
may be required for thos,e deviations.
8. Access to the stormwater facilities shall be maintained via appropriate easements at
all times.
9. 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.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
12. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in
the notice, the permittee shall submit a written time schedule to the Director for
modifying the site to meet minimum requirements. The permittee shall provide
copies of revised plans and certification in writing to the Director that the changes
have been made.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity 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
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7101003
Division of Water Quality, signed by both parties, and accompanied by the
appropriate documentation as listed on page 2 of the form. The approval of this
request will be considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves 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 Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
6.. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated. The
permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and reissuance or termination does
not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
controls 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. ai.
11. The permittee shall notify the Division in writing of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until October 29, 2020.
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 29th day of October, 2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
wo"UNOM
for
Gtoleen H.' S0jns�Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit No. SW7101003
Page 5 of 7

State Stormwater Management Systems
Permit No. SW7101003
Lowe's — Kill Devil Hills
Stormwater Permit No. SW7101003
Dare County
Designer's Certification
1, , 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:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW7101003
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 bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the 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. Alf required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Dare County Building Inspections
Page 7 of 7

PIA
NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Division of Water Quality
Coleen H. Sullins
Director
Dee Freeman
Secretary
November 10, 2010
Mr. Charles H Smithey, VP for Real Estate
Lowe's Home Centers, Inc.
1605 Curtis Bridge Road — Mail Code RES7-S
Wilkesboro, NC 28697
Subject: Permit No. SW7101003 Correction
Lowe's — Kill Devil Hills
High Density Project
Dare County
Dear Mr. Smithey:
In accordance with a telephone conversation with Mr. Todd Simmons of Freeland & Kauffman,
Inc. on November 8, 2010, we are forwarding herewith a corrected Operation and Maintenance
Agreements for an Infiltration Basin and an Infiltration Trench of the subject permit, issued
October 29, 2010. The revised Operation and Maintenance Agreements were received by this
office on October 27, 2010 as result of an Additional Information request, however the
originally received Operation and Maintenance Agreements Were mailed to you in error
together with the issued Stormwater Permit number SW7101003.
Please replace received Operation and Maintenance Agreements with the enclosed
corrected Operation and Maintenance Agreements.
If you have any questions regarding this request, please do not hesitate to contact Samir
Dumpor at [phone]. Thank you for your cooperation.
Sincerely,
Samir Dumpor, P.E.
Environmental Engineer
Cc: VWashington Regional Office
North Carolina Division of Water Quality Internet: www.newaterquali; ty.org
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycied110% Post Consumer Paper
NorthCarolina
Aatural&

Dumpor, Samir
From:
Todd Simmons [[e-mail]]
Sent:
Wednesday, October 13, 2010 5:40 PM
To:
Dumpor, Samir
Cc:
Hardison, Lyn
Subject:
RE: Lowe's - Kill Devil Hills, NC
Attachments:
Stormwater Report Revised Sheets Only 10 13 2010.pdf; Infiltration Basin 1 Supplement.pdf;
Infiltration Basin 2 Supplement.pdf
Samir
Per our conversation, please find attached the following
1) Revised supplement for infiltration area #1
2) New supplement for infiltration area #2
3) Revised Narrative portion of stormwater report. If you need the full report resent, please let me know. However
the appendices have not changed.
Lowe's is sending the revised Original and Copy of the O&M report directly to Lyn for delivery tomorrow.
Let me know if you need anything else.
Thanks
Todd Simmons, PE, LEED® AP
Freeland & Kauffman
209 West Stone Avenue
Greenville, SC 29609
864-672-3426 phone
864-233-8915 fax

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 2010-01068 County: 1 re U.S.G.S. Quad: Kill Devil Hills
NOTIFICATION OF JC7RISDICTIONAL DETERMINATION
Property Owner/Agent: Lowes Home Centers
Address: Attn: Michael Reynolds
1605 Curtis Bridge Road
Wilksboro, North Carolina 28697
Telephone No.: 336-658-2182 -
Property description:
Size (acres) 17 Nearest Town Kill Devil Hills
Nearest Waterway UT to Colineton Creek River Basin Pasquotank
USGS HUC 03020105 Coordinates N 36.0261 W-75.6703
Location description The project area is located along NC HWY 12 S, between West 1" Street and Landis Drive,
rive,
adjacent to a UT to Colington Creek, in Kill Devil Hills, Ohre County, NoCih Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be
relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X The waters of the U.S. have been delineated and surveyed and are accurateiX delicted on the plat sinned by the
Corns Reeulatory Official identified below on July 6, 2010. Unless there is a change in the law or our published
regulations, this determination may be relied up9n for a period -not to xceed five years from the date of this
notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.

*7.
29 The property is located in one of the 20 Coastal Counties subieet,to regulation under the Coastal Area Management
Act (CAMA). You should contact the Division of Coastal Management in Elizabeth City, NC�,Ilt [phone] to
dettrWine their re uirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Josh Pelletier at 21.0-251.-4605.
C. Basis For Determination
The waters on this site were a unnamed'tributary to Colineton Creek, a tributary to the Roanoke Sound.
D. Remarks
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985, If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination, from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Proem (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn: Josh Pelletier, Project Manager,
Washing on Regulatory Field Office
PO Box 1000
Washington, North Carolina 27889
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by July 3, 2019,
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence."
Corps Regulatory Official:
Date : July 6, 2010 f f Expiration Date July 6, 2015
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the Customer Satisfaction Survey located at our ►vebsite at hZ:tiregulatory.us-Ac-esurvev.com/ to
complete the survey online.
Copy furnished:
Bob Zarzecki, Soil and Environmental Consultants

•-
Applicant: Lowes Home Center, Attn: File Number: SAW 2010- Date: July 6, 2010
Michael Reynolds 101068
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
LJ PROFFERED PERMIT (Standard Permit or Letter ofpermission) B
PERMIT DENIAL C
_ APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
� W,,
4 7 � �aecision . Ad n ;nla e otznd at h it a v. ore r
. '+•+E., �� - � i .t' -_,,Jai._ �-
#(,Y ff
Ei 0 s.re ul nSt;' t..i:[t�..,: .�
A. INITIAL PROFFERED PERMIT: You may accept or objectto the permit.
+ ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. if you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section It of this form and retum the form to the district engineer_ Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfait your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (e) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below,
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit_
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and Conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved ID in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section 11 of this form and sending the form to the district engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is riot appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
C
VIA
OR APl?laA INITI`p _ -:
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed: to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
If you have questions regarding this decision
if you only have questions regarding the appeal process you
and/or the appeal process you may contact:
may also contact:
Mr. Mike Bell, Administrative Appeal Review officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
Atlanta Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers persomrel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date:
Telephone number:
Signature of appellant or a ent.
For appeals on Initial Proffered Permits and approved Jurisdictional Determinations send this
form to:
District Engineer, Wilmington Regulatory Division, Attn: Josh, Project Manager, Washington
Regulatory Field Office, PO Box 1.000, Washington, North Carolina 27889
For Permit denials and Proffered Permits send this form to:
Division Engineer, Commander, U.S. Array Engineer Division, South Atlantic, Attn: Mr. Mike Bell,
Administrative Appeal Officer, CESAD-ET-CO-R, 60 Forsyth Street, Room 9M15, Atlanta,
Georgia 30303-8801

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clu I' — — — — — _ oa w LANDR� LANDING OEnI DRIVE REp vsc LANDING DRIVE
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DErATEE I m T� LAT s moo '.ONO-TsaC-e0
raT r ncr a am n I MIN, � �E
SHEET 1 OF 2
FREEL D�
BaR VEYoRS . Tiry 4Ery EiL:Ra
FREELAND & ASSOCIATES. INC.
323 WEST STONE AVE.
GREENVUE S.C. 29609
TEL [phone] FAX: [phone]
EMAIL' 1nfoofreelwld—ossoclatea.com
DRAWN! J)JP PARTY CHEF: LP CHECKED: JCC
REF. PLAT BOOK: SEE NOTE /3
REF. DEED BOOK: SEE INDIVIDUAL PARCELS
TAX JJAP : SEE IND[VIDUAL PARCELS
DATE OF'SURVE:Y: 4-23-10
' DATE DRAWN: 5-s-10
DRAIKNG N0: 62586-W£7
DATE OF LAST REVISION:
0' TOO' 200' 300'
SCALE: 1" 101'
CAEHrf,A
=!' AL
PM JAMES R. fREELAND
NO:
SOSID.L 0 55725
STATE OF NORTH CAROLINA
DARE COUNTY
TOWN OF KILL DEVIL HILLS
ATLANTIC TOWNSHIP
WETLANDS PLAT
FOR
LOWE'S HOME CENTERS, INC.

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-
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•,•,'ems
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FM
E ADDRESS:
l5QO �NO;RTTH CROA7RN HIGHWAYKEELL HILLS, NC 27945
�l FLOOD IlFORN AW4 1
THE ENTIRE SUBJECT PROPERTY
IS LOCATED 1N FLOOD ,ZONE
'AE-9"
(BASE FLOOD ELEVATIONS
DE -RMINED)
THE LOCATION OF THE 10D
YEAR FLOOD PER NF1P FIRM
COMMUNITY
PANEL NO. 3753539884 J
EFFECTIVE DATE
SEPTEMBFR 20, 20o6
ZONNG INFORMATION:
ZONED: C (COMMERak. ZONE)
SETBACK UNE
FRONT: THE MINIMUM FRONT YARD
SETBACK SHAM BE 30 FEET FROM
THE PROPERTY LINE. THE FRONT
S-7EACK DESIGNATION PILRTAINS TO
THE PROPERTY UNE WITH THE LEAST
AMOUNT OF FRONTAGE, PER TOWN OF
KILL DEVIL HILLS ZONING
DEPARTMENT.
SIDE: THE MLNIMIJM SIZE FOR A SIDE
YARD SHALL BE TEN FEET. FOR ANY
STRUCTURE OVER 35 FEET IN TOTAL.
BUILDING HEIGHT, THERE SMALL BE
TWO FEET OF 51➢E YARD SETBACK
FOR EACH FOOT OF BUILDING HEIVT
OVER 35 FEET IN ADDITION TO THE
MINIMUM SIDE YARD SETBACK.
REAR. THE MINIMUM SIZE FOR A
REAR YARD SHALL BE 10 FEET.
DOUBLE FRONTAGE:
(a) THE MINIMUM REAR YARD
SETBACK REQUIREMENTS ON ANY
DOUBLE -FRONTAGE LOT WITH AN
AREA OF 5,000 SQUARE FEET OR
LESS SHALL BE 2OX OF THE LOT
DEPTH.
(b) THE REQUIRED FRONT YARD
SEIDACK FOR ALL LOTS OVER 5,000
SQUARE FEET SHALL BE PROVIDED ON
BOTH FRONT AND REAR OF A DOUBLE
FRONTAGE LOT.
CORNER LOT: THE MINIMUM SIDE
STREET SETBACK REQUIREMENTS
SHALL BE 15 FEET.
MAXIMUM BUILDING HEIGHT -- 50'
SURVEYORS NOTES:
1) ZONING PROVIDED BY SHE APPROPRiA7
GOVERNMENTAL AGENCY: TO BE USED FOR
INFORMATIONAL PURPOSES CNLY
z)THE WORDS "CERTIFY, 'CERTIREs' OR 'CERTIFICATION'
AS USED !4EREIN ARE UNDERSTOOD TO BE AN
EXPRESSION OF PROFESSIONAL OPINION BY THE
SURVEYOR, BASED UPON HIS BEST KNORLEDGE,
INFORMATION AND DELEF, AS SUCH, DO NOT CONSTITUTE
A GUARANTEE NOR A WARRANTY, E19PRESSED OR IMPLIED.
3.) REFERENCE PLATS ENTITLED -SURVEYED AXD MAPPED
FOR: FRANCIS W. IVEEKINS' BY HARRY M. WILLIAMS, III,
DRAWING NO. 03389-A; 'SURVEYED AND MAPPED FOR:
FRANCIS W. MEEKINS' BY HARRY M. WILLIAMS, III, DAM)
10-27-64, DRAWING 116484-A; 'SURVEYED AND MAPPED
FOR: FRANCIS W. MEEIGNS AND WIFE VIRCINIA H.
NEEXINS' BY HARRY M. WILLIAM% IA, DATED 7-30-95,
DRAWING f14398-A; -SURVEYED AND MAPPED FOR:
FRANCIS W. MEEKINS AND WIFE VRGINIA H. MEEKINS" BY
HARRY M. WILLIAMS, III. DATED 6-29-96. DRAWING
#12996-A.
TOTAL LAND AREA-
557, 815 SQ.FT.
12.804 ACRES
WETLANDS AREA:
7,475 SQ. FT.
0.171 ACRES
BASIS OF BEAR RIGS
AND BENCHMARK.
BASIS OF BEARINGS AND ELEVATIONS
BASED ON GPS 'RTK` OBSERVATION 0F'
USGS MONUMENTS 'WILBUR' AND 'VELEZ'
NAB 83 — NAVD 88
CERTIFICATE
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
ACCURATELY DEPICTS THE BOUNDARY OF THE
JURISDICTION OF SECTION 404 OF THE CLEAN WATER
ACT AS DETERMINED BY THE UNDERSIGNED ON THIS
DATE. UNLESS IH"E IS A CHANGE IN THE LAW OR
OUR PUBLISHED REGULATIONS, THIS DETERM.INATION OF
SECTION 404 JURISDICRON MAY BE RF]UFD UPON FOR
A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS
DATE. THIS DETERMINATION WAS MADE UTILIZING THE
1987 CORPS OF ENG,NEERS WE. -LANDS DEUNEATION
MANUAL
TITLE DATE OFFlCEA� _
TITLE DATE
USACE AC11ON 11)
SHEET 2 OF 2
FREELAND,�
BURVRYOAB • ENQINRHRS
FREFLAND & ASSOCIATES, INC.
323 WEST STONE AVE.
GREENALLE S.C. 28609
TEL (S64) 271-4924 FAX: [phone]
EMAIL InfoOfreelond-oxmodaLmeam
DRAWN; JMP PARTY CKSg: LP CHECKED: JCC
REF. PLAT 80014. SEE NOIF �3
REF- OEID BOOK: SEE INDIVIDUAL PARCELS
TAX MAP SEE INDIVIDUAL PARCELS
-' DATE OF SURVEY: '4--23--10
DATE DRAWN: 5-5-10
DRAWING NO: 62586-wET
DATE OF LAST REVISION;
0' 100, 200' 300•
SCALE: 1' - 100'
2oP,ssiq�/yy%
PLS-. JAMBS R. FREE -AID
Na L2336
'''+„Niilll�i,IW`W�,
sos10: DDss725 I i`�°
STATE OF NORTH CAROLINA
DAME COUNTY
TOWN OF KILL DEVIL HILLS
ATLANTIC TOWNSHIP
WETLANDS PLAT
FOR
LOWE'S HOME CENTERS, INC.

STORMWATER SUBMITTAL REQUIREMENTS
INFILTRATION/EXFILTRATION SYSTEMS
Basins and Trench
Objective
A. Collect all runoff from all BUA (proposed and/or existing and/or offsite) as the case may be,
by any means including piping or swales, and direct it to the infiltration system.
B. Check the proposed basin/ trench design to make sure it meets or exceeds the minimum
design criteria for design storm, volume and drawdown.
II. What makes up a complete infiltration basin / trench application package?
A. Two sets of sealed, signed & dated layout & grading plans with appropriate details.
B. Completed application with supplement(s), SWU-101, SW401-infiltration Trench, SW401-
Infiltration Basin, and inspection and maintenance agreements.
C. Deed restriction document, if applicable. (subdivisions & projects with out parcels)
D. Sealed, signed & dated calculations.
E. A soils report containing information in regard to the soil type, boring locations, seasonal high
water table elevation and expected infiltration rate.
F. Chlorides test results must be provided if the project is within '/z mile of SR waters (Phase II).
(This is only required to test out of SR water treatment requirements)
III. BtMS entry (for DWQ use only)
Enter & track application acknowledged date, review date, add info requested/received dates, permit
issue dates, and drainage area info. Best done after the add info letter is written and before sending
permit up for signature.
IV. Shell documents (for DWQ use only)
Permit shells: s:lwqslstormwaterlshelllshighcominbasin
S:lwgslstormwaterlsheilslhighcomintrench
s:lwqslstormwaterlshellslhighsubin basin
s:lwgslstormwaterlshellslhighsubintrench
Calculations: s:lwgslstormwaterlexcel spread sheetslinbasin
s:lwgslstormwaterlexcel spreadsheetslintrench
V. Review Procedure- look for consistency between the various elements of the package- application,
plan and calculations.
A. APPLICATION
1. V Original signatures are required. Photocopied signatures cannot be accepted.
2. ✓A completed infiltration basin or infiltration trench supplement, one for each proposed
system. A signed, dated and notarized Inspection and Maintenance Agreement for
each proposed system with an original signature.
a� 3. The elevations, areas and volumes reported on the supplement match up to the
numbers used in the calculations and shown on the plan details.
V
4. Built -upon areas are reported in square feet in Section 111.6.
L.� 5. VReceiving stream name and classification.
6.:Section 111.6 is filled in -cannot be left blank. One column must be filled in for each
proposed infiltration basin or trench.
7. VIf the applicant is a corporation, partnership or LLC, look it up on the Secretary of State
Corporations Database. Make sure corporation is spelled correctly (capitalization and
punctuation matter) and that the person signing the application is at least a vice-
president in the corporation, a General Partner in the partnership, a member in a
member -managed LLC, or the manager of a manager -managed LLC. Need
documentation to support if the Articles of Incorporation do not list the members or
managers of the LLC. If an agent signs, then a letter of authorization is needed from the
80president, vice president, general partner, member or manager.
1q For subdivided projects, a signed and notarized deed restriction statement must be
n provided.
(� 9.Soils report with the SHWT, Soil type and expected infiltration rate.
�3

Infiltration Basin & Trench, cont.
B. CALCULATIONS
1. The basin or trench must draw down within 5 days. Spray irrigation is not acceptable as
the sole means of drawdown.
2. The design storm is 1.5" if the project is subject to Phase II or is sited within'/2 mile of
and draining to SA waters. The design storm for projects subject to Phase 11 sited
within % mile of and draining to SR waters must treat the difference between the pre
and post development conditions for the 1-yr 24-hr storm. Otherwise, use 1" design
storm.
3. Report the bottom surface area.
4. Report the surface area at the overflow elevation.
5. Show the calculation for the minimum required volume.
6. Provide a table of elevations, areas, incremental volumes and accumulated volumes to,
demonstrate that the minimum required volume has been provided.
7. Calculations are signed, sealed & dated.
8. Report the Drainage Area and Built -upon area for each basin or trench.
9. The seasonal high water table must be at least 24" below the proposed bottom
elevation of the system. For Phase II projects, at least 12" of this must be in naturally
occurring soils.
10. All runoff in excess of the design storm must bypass to a vegetated filter prior to
entering the basin or trench. If the system is designed to store a larger design storm
(generally 2-3 times the minimum), the requirement for an offline bypass can be waived.
Please contact the Division to determine what design storm is appropriate for the
project.

infiltration Basin & Trench, cont.
C. PLANS - Plan sheets should be kept to a minimum. For small commercial single basin
projects, the plan set could consist of only 2 or 3 sheets, layout, grading and details. For
larger projects, show as much information as possible on as few sheets as possible, without
cluttering them up.
1. V Development/Project Name
2. ✓Engineer name and firm.
3. ✓ Legend
4. North Arrow
5. Location Map with nearest intersection of two major roads shown. Major road is any 1,
6. ✓2, or 3 digit NC, US or interstate highway.
Scale- standard engineering scale, no off-the-wall stuff.
7. ✓Date
8.✓Revision number and date, if applicable.
9. VOriginal contours, proposed contours, spot elevations, finished floor elevations, pipe
inverts, swale inverts, etc.
10.1�Existing drainage (piping, swales, ditches, ponds, etc.), including off -site. Include a map
delineating the offsite drainage areas.
11. Property/Project boundary lines, bearing & distances.
12.✓Mean High Water Line or Normal High Water Line, if applicable.
13.'�Drainage easement locations shown on the plans along with their width.
14:1/Wetlands delineated, or a note on the plans that none exist. Provide a copy of the
wetlands delineation map signed by the Corps of Engineers, or have the applicant
include a copy of the unsigned delineation map submitted to the Corps. Infiltration
systems may not be located in wetlands unless a permit to fill those wetlands has been
/obtained and the soils meet the SHWT and hydraulic conductivity requirements.
15.V Details for the roads, parking, cul-de-sacs, including sidewalk width, radii, dimensions &
slopes.
16 Apartment I Condo development- provide a typical building footprint with dimensions,
and note all concrete and wood deck areas.
17. The drainage area for each basin or trench is clearly delineated and numbered to match
up to the calculations and supplement. Drainage area delineation is best done as a
separate plan sheet.
18.• A basin section detail showing bottom and storage elevations, 3:1 side slopes. The side
slopes of an infiltration basin are not restricted to vegetation. They may be hardened
with rock, timber, concrete, decorative brick, etc.
19. A trench section. detail with the perforated pipe diameter, filter fabric wrapped around
l the pipe and around the trench, trench height and width, rock fill type.
20.� If using a pre-fab chamber structure, provide details of the chamber, including model #,
`�k,11A
ength, width, chamber volume and number of chambers being used.
21 � bypass structure detail is provided showing a trash rack with s6" square openings,
Jand the necessary bypass weir or pipe elevation. Several types of bypass structure
designs are acceptable.
22. Dimensions for each line and arc formed by the bottom contour of an infiltration basin.
23.� All runoff in excess of the design storm must pass -through a vegetated filter prior to
being discharged into the receiving stream. The filter must be 50' long for SA waters
and 30' long for non -SA waters.
24 All infiltration systems must be located at least 50' from the MHW line of surface waters.
25. Vegetation is specified for basin slopes not being hardened. Weeping Love Grass is not
j suitable as a permanent vegetated cover for side slopes.
26.V All roof drainage must be directed to the system. Show the roof drain collection piping
on the plans. This is especially necessary for projects where the buildings back up the
J property lines where roof drainage may leave the site prior to going through the system.
27 Monitoring wells may be required on a case -by -case basis.
C!��
4,-.c v ,� � i,i,tG�11.� r �1 • U ( _J r � � � • Cam- hC sJ�[�' �`^ � ) i'1� / "•�+n �- � Ct.�
YOU C ca,kT ✓ � L� d � Cis G�-L / � I-

1rZP/2OV Agreemerd to Sell and Phase Real Estate Template
Revised: Revised 03/1W9
AGREEMENT TO SELL AND PURCHASE REAL ESTATE
THIS AGREEMENT TO SELL AND PURCHASE REAL ESTATE (the "AGREEMENT"), is made
and entered Into as of the date of the last execution hereof, which date is the day of 41 2010,
(the 'Effective Date') by and between Virginia H. Meekins as the sole trustee of the Virginlaa .GMeekins
Revocable Family Trust Wald February 7, 2007, Virginia H. Meekins, Holly M. Williams, Susan M.
Simpson and F. Warren Meekins, Jr. as the 00-trustees of the Francis W. Meekins Revocable Family,
Trust ulald February 7, 2007 and Times Printing Company, Inc., (hereinafter collectively referred to as the
"SELLER"), and LOWE'S Home Centers, INC., a North Carolina corporation (hereinafter referred to as the
'BUYER"), (Seller and Buyer being sometimes also hereinafter referred to individually as a 'Party' or
collectively as the'Partles"),
WITNESSETH:
THAT WHEREAS, Seller has warranted to Buyer that it Is the owner of the Premises described
hereinafter, and
WHEREAS, Seller has offered to sell and Buyer has agreed to purchase the Premises described
hereinafter subject to the terms of this Agreement.
NOW, THEREFORE, for and in consideration of the payments to be made by Buyer hereunder
and the mutual covenants, conditions and undertakings contained herein, the sufficiency of which
consideration is acknowledged by all Parties hereto, IT IS HEREBY AGREED AS FOLLOWS:
1. DESCRIPTION OF REAL PROPERTY. Seller agrees to sell and Buyer agrees to
purchase the real property which consists of a tract or tracts of land containing approximately 12.804
acres in the Town of Kill Devil Hills, County of pare. State of North Carolina, as described or shown upon
the attached Exhbft A which is incorporated herein by reference (the "Premises'). This descriptlon of the
Premises Is subject to a boundary survey to be provided hereunder and shall include any Improvements
currently located thereon and all and singular the rights, privileges, advantages, and appurtenances
belonging or in any way appertaining to the Premises, as well as all easements in or upon the Premises or
benefitting the Premises and all roads, alleys, waters, streets, or rights -of -way bounding the Premises,
and rights of ingress and egress thereto, as well as any and all utility capaolty. If any (to the extent
transferable by Seller), including, without limitation, water, drainage, and sanitary sewer, and other utility
capacities and rights relating thereto, affecting or applicable to the Premises and currently owned by
Seller, as well as Seller's right, title and interest in and to all zoning and utility capacity applications, if any
(and to the extent transferable by Seller), made to any governmental authority and all other Inchoate rights
affecting or applicable to the Premises (including, without limitation, any fees relating thereto and the
EXPRESS
OCT 14 2010
NC ®ENR

I , i
V22120DVAgreement to Sell and Purchase Real Estate Template
Revised; Revised 03/18109
IN WITNESS WHEREOF, the Parties hereto have executed this Agreement under seal to be
effective as of the date first above written.
F
SELLER:
VIRGINIA H. MEEKINS REVOCABLE FAMILY TRUST Wald
February 7, 2007
Virginia H. Meekins, sole Trustee S4 T� 4�
FRANCIS W. MEEKINS REVOCABLE
FAMILY TRUST Wald
February 7, 2007
By: L
Virginia eekins, Co -Trustee geg %r ��—
F. Warm MeekA, Jr., Co -Trustee
ur-`vW-•y!
n M. im r stee 4, 7.pa
Holly'M. W}tklams, Ca -Trustee
TIMES PRI ING COMPANY, INC.
1
By:
F. &rrenMeekins. Jr.
President
{
21

t
1122f2002fAgreement to Sell and Purchase Real Estate Template
Revised; Revised 03118M
IN WITNESS WHEREOF, the Parties hereto have executed this Agreement under seal to be
effective as of the date first above written.
BUYER:
LOWE'S HOME CENTERS, INC.
By: dr
Name: 49aryatt
Tll]w Senior We President
Escrcw Terms Agreed and Escrow Accepted by:
Name: Charles D. Evans, Esq.
Kellogg & Evans, PA
22

North Carolina
Beverly Eaves Perdue
Governor
NCDENR
Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
October 21, 2010
Mr. Charles H. Smithey, Vice President of Real Estate
Lowe's Home Centers, Inc.
1605 Curtis Bridge Road — Mail Code RES7-S
Wilkesboro, NC 28697
Dear Mr. Smithey:
Dee Freeman
Secretary
Subject: Stormwater Review SW7101003
Lowe's — Kill Devil Hills
Dare County
This office received a Coastal Stormwater Permit Application for the subject project on
October 14, 2010. A preliminary review of your project indicates that before a State Stormwater
permit can be issued the following additional information is needed:
1. Provide the minimum required Volume calculations for drainage areas draining to
infiltration basins 1 and 2. The minimum required volume is based on storage of 15,
of rainfall. it is desirable to use the Simple Method for minimum volume calculations
since the calculations will be checked with the Simple Method. Please revise the
calculations and the Supplement form to reflect above request.
2. The permeable concrete as a stromwater treatment can be used in two ways. One
way is to claim the impervious credit of 40% - 60% (depends on thickness of sub-
base layer). In this case the remaining impervious area shall be collected and
treated in some other BMP. The other way is to treat the sub -base as an infiltration
trench. These two options cannot be used as same time. Please revise your
calculations and the Supplement to exclude the 60% credit for permeable concrete.
3. The submitted Soils Report does not address the issue of Seasonal High water table
elevation. The attached map of soils boring shows approximate groundwater
elevation of 1.0 to 1.5 (not estimated seasonal high water table) and according to
boring log the test was performed in May of 2010. My site visit of October 19, 2010
and soil test at locations of proposed infiltration basins, showed that the ground
water elevation and consequently seasonal high water table is higher than what is
shown in soils report. It is expected also that in this time of the year the groundwater
elevation is higher than in May. Please address the seasonal high water table
elevation and 2' separation from the bottom of the infiltration basins. Please revise
your narrative to address this issue as well as Soils Report and plans to show the
seasonal water table on cross section of infiltration basin.
4. Provide two copies of signed and sealed revised sheets and requested document.
The above requested information must be received in this office prior October 29, 2010
or your application will be returned as incomplete. The return of this project will necessitate
North Carolina Division of Water Quality Internet: www.ncwatyrquality.org
943 Washington Square Mall Phone: [phone] One
Washingion, NC 27889 FAX [phone] NorthCarolina
An Equal Opportunity/Affirmative Action Employer— 5G% Recycled110% Post Consumer Paper Naturally

Page 2 of 2
resubmittal of all required items including the application fee. If you need additional time to
submit the required information, please mail or fax your request for time extension to me at the
Letterhead address and include the application number on the request. The request must
include justification for the amount of additional time needed. The request will only be granted
for justifiable delays that are unforeseen and beyond the owner or consultant's control.
You should also be aware that the Stormwater Rules require that the permit be issued
prior to any development activity. Construction without a .permit is a violation of 15A NCAC
21-1.1000 and North Carolina General Statute 143-215.1 and may result in civil penalties of up to
$25,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you
have questions, please feel free to contact me at [phone].
cc: Washin ton Regional Office
9 9
Todd Simmons, PE, Freeland & Kauffman, Inc
29609)
Sincerely,
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
(209 West Stone Av. Greenville, SC

'FREFLAND .and KAUFFMAN, INC.
Fees • LmpscAPE ARdir&crs
OCT 2 l ,.2010
October26, 2010
North Carolina Department'of Water Quality
' Attn: Mr. Samir Dumpor,.PE
943 Washington Square Mall,
Washington, NC 27889.
RE:. Lowe's — Kill Devil Hills, NC
Project #SW7101003
Dare County, NC
Dear Mr. Dumpor:
I am in receipt of your request for additional information, dated October 21, 2010. Please find below -a
summary of your request and the manner in which we have'addressed them. - r
I. Provide the minimum required Volume calculations for drainage areas draining to infiltration
basins I and 2. The minimum required volume is based on storage of 1.5' of rainfall. It is
desirable to use the Simple Method for minimum volume calculationssince the calculations,
will be�checke'd with�"the Simple Method. Please revise the calculations and the Supplement '
form to reflect above request.
Per our conversation, the information was previously provided in the stormwater report.
The calculations have been updated per changes'to the supplement forms.
2.._ The permeable concrete as a stromwater treatment can be used in two ways. One way is to
claim the impervious credit of 40% - 60% (depends on thickness of sub -base layer). ,In this
`case'the remaining impervious area shall be collected and treated in some other BMP., The `
other way is to treaf the sub -base as -an infiltration trencH. These two options cannot be -used
as same time. Please revise your calculations. and the Supplement to exclude the 60% credit
for permeable concrete.
Per our conversation, I have excluded the 60% credif for permeable concrete. thave
provided an, infiltration trench supplement for.the stone base below the permeable
pavement.
3. The submitted Soils Report does not address the issue of Seasonal High-water table elevation..
The attached map of soils.boring shows approximate groundwater elevation of I ff to 1.5 (not
estimated seasonal high water table)" and according to' boring log the test was performed in
May of 2010: My• site, visit 6f October .19, 2010 and soil, test at locations of proposed
infiltration basins, showed that the ground water elevation and consequently, seasonal high
water table is higher than what is shown in soils report. It -is expected also.that in this time of
the year the groundwater elevation is.higher than. in May. Please address the 'seasonal high
'water table elevation and 2' separation from the bottom of the infiltration basins. Please
revise your narrative, to address this issue as well as -Soils Report and"plans to 'show the
seasonal water. table on cross section of infiltration basin.
` 209 West Stone Avenue • Greenvillc, South Carolina 29609 • Telcphonc 564-233-5497.1 ax eC5 -233-5915-

EAS Professionals, Inc. has provided a signed/sealed opinion on the seasonal high water
table elevation per measurements performed in May and September 2010, along with
accompanying rainfall data. EAS has concluded the SHWT to be at elevation 2.0'. The
proposed infiltration basins have been revised to raise the bottom elevation from 3.5' to 4.0'
to provide the required 2.0' separation. The plans and supplements have been revised
accordingly.
4. Provide two copies of signed and sealed revised sheets and requested document.
Two copies of the following have been provided
a.
Revised Plan Sheets
b.
Revised Stormwater Report
e.
Revised Infiltration Basin Supplement
d.
Infiltration Trench Supplement
e.
Revised sheets from Stormwater Application
f.
EAS Seasonal High Water Table Opinion
If you need any additional information or have any questions on any of the information provided, please let
me know.
Sincerely,
6 cy�
odd Simmons, PE

EXPRESS
MC ®ENR
LOWE'S - KILL DEVIL HILLS, NC
STORMWATER NARRATIVE
The site is currently an approximate +/-12.8 acre property and it is within the Town of Kill Devil
Hills in Dare County, NC. The site is located in the northwestern quadrant of the intersection of
North Croatan Highway (US Hwy 158) and Landing Drive. Wetlands (0.17 acres) exist on the
site. A USACE 404 permit is currently in process and a cou esy copy for the 401 permit
application will be included with the state stormwater submittal.
The stormwater from the site will drain to Colington Creek and then to Albemarle Sound. The
stream class has been determined as SC. CAMA has been consulted and the site is not within
CAMA jurisdiction. The stormwater design is high density, commercial. The proposed lot
coverage far the site is 72%. Since the site utilizes pervious concrete, the proposed impervious
area is 57.4%.
Pre -developed Condition
Currently the site is undeveloped with much of the site being densely wooded with understory
shrub and immature trees. An approximate 10,500 sf slab on grade structure, most recently
occupied by Times Printing Company, is located in the southeastern corner of the site. Paved
parking areas adjoin this structure to its east, south, and west and a paved driveway adjoins it to
its north. A drainage canal extending generally south —north is located near the site's western ,
boundary which has approximate 12 to 16 inches of standing water.
In pre -developed condition, entire site drains to an existing 48" CMP located on south side of the
site.
Proposed Condition
The property will be developed to contain an approximately +/-120,000 sf Lowe's building and +/-
39,000 sf garden center. Construction will include the building area and accompanying parking
and landscape areas.
Storm water management will be accomplished by providing pervious pavement in the majority of
the front parking lot area, two infiltration basins — one on the south side of the property and one
on the east side of the property. The infiltration basins will be hydrologically connected via a 36"
storm drain equalization pipe to allow them to act as one basin.
The infiltration basin and pervious concrete have been provided to meet the Town of Kill Devil
Hills and NCDENR requirements. The Town of Kill Devil Hills requires retention of runoff
expected from a ten-year, two-hour storm (4.3 inches of rainfall) which will be achieved by
infiltrating the entire drainage area into the ground. NCDENR requires treatment of first 1.5" of
runoff. Since this requirements is less than the 4.3 inches required by the Town, this requirement
will be satisfied by meeting the Town's requirement.
Infiltration testing has been performed in both the uncompacted and compacted states to simulate
the subgrade condition for the infiltration basins and pervious concrete, respectively. Results of
this testing will be included with the submittal.

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APPROXIMATE
N 0 20OG 4000
SCALE IN FEET
U.S.G.S. QUADRANGLE MAP
Kitty Hawk, NC 1982
QUADRANGLE
7-5 MINUTE SERIES (TOPOGRAPHIC)
TITLE
SITE LOCATION MAP
PROJECT
PROPOSED COMMERCIAL PROPERTY
1500 CROATAN HIGHWAY
KILL DEVIL HILLS, NORTH CAROLINA
&
Hickman
Strccn., 282
,ftHart
C9 ulm , Northn
Chzrlrsttc, Nnrih Cuolina 2H2R3
3
A PRAFrRSIONAL rQRr R TIUN I04-586-O K 7 (p) 704-586.11373 (r,
DATE:
05-11-10
REVISION NO: 0
JOB NO:
FAK-105
FIGURE: 1

IioW'S"
SITE DEVELOPMENT TRANSMITTAL
Box 1111, N. Wilkesboro, NC 28656 (Highway 268 East, East Dock, N. Wilkesboro, NC 28659) [phone] Fax [phone]
TO:
Lyn Hardison
DATE 10-15-2010
NCDENR - DEAO
RE: Kill Devil Hills, NC
943 Washington Square Mall
Washington, NC 27889
WE ARE SENDING YOU Z Attached
® Next Day Air ❑ Next Day Air saver
❑ Check ® Document ❑ Prints
❑ Under separate cover via:
❑ 2n' Day Air ❑ Ground the following items:
❑ Plans ❑ Specifications
COPIES
DATE
DESCRIPTION
1 each
10-13-10
Attached please find the following:
1. Infiltration Basin Operation and Maintenance Agreement (BMP
1)
2. Infiltration Basin Operation and Maintenance Agreement (BMP
2); and
3.Permeable Pavement Operation and Maintenance Agreement.
THESE ARE TRANSMITTED as checked below:
® For your use ❑ As requested ❑ For approval ❑ For review and comment
❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections
❑ Return corrected prints
REMARKS: If you have any questions, please call.
cc: Matthew Minton
® File
PHONE: 3_� 36) 6`.
SD-01
If enclosures are not as noted, kindly notify us at once.
I .

EXPRES,S
OCT 14 2010
DESIGNATION OF SIGNING AUTHORITY NC DENR
As Chief Executive Officer, I do hereby designate the following Vice Presidents as those officers
having authority to execute documents, instruments, agreements and contracts related to real
estate transactions which have been (a) approved and initialed by an attorney In the Legal Real
Estate Department of Lowe's, (b) approved and initialed by applicable Lowe's acquisition managers
and site development managers, and (c) as documents addressing construction and/or
development matters, approved and initialed by the applicable Lowe's construction manager.
Thomas (Mike) Harless, Vice President, Lowe's Horne Centers, Inc.
Charles H. Smithey 11, Vice President, Lowe's Home Centers, Inc.
Michael T. Miller, Vice President, Lowe's Home Centers, Inc.
Kevin D. Bennett, Vice President, Lowe's Home Centers, Inc.
Such documents, instruments, agreements and contracts would include the following: easements,
right-of-way deeds and dedications, closing affidavits, closing related certificates, non -binding
letters of intent, hold harmless agreements relating to real property entry and inspections,
mortgagee non -disturbance agreements, title escrow agreements, notice letters, rental
commencement agreements, closing statements, property entry agreements, plats, memoranda of
agreements, site specific and closing contingent real property brokerage agreements for fees of
$100,000 or less, estoppel certificates, development related municipal applications, construction,
engineering and design agreements, site specific construction related service agreements,
temporary or short term leases, together with agreements for the purchase of real property
(including options) where such agreements do not involve an earnest money deposit or option
consideration in excess of $50.000.00 which are nonrefundable or not applicable to the purchase
price (and not in excess of $250,000.00 for refundable, applicable earnest money deposits or
option consideration).
Notwithstanding the foregoing, such Vice Presidents are not by this designation granted authority
to execute the following types of documents, instruments, contracts and agreements: surety bonds,
deeds, long term build -to -suit or ground lease agreements, site development or improvement
agreements, construction escrow agreements, exclusive real estate brokerage agreements,
consultant/lobbyist agreements, guaranties or other documents required to be executed by the
parent corporation, Lowe's Companies, Inc., energy contracts, agreements for the sale of real
property owned by Lowe's Companies, Inc. or one of Its subsidiaries, litigation related pleadings
(including settlement or dismissals), promissory notes, mortgages/deeds of trust, loan agreements,
or security agreements pledging corporate assets. All such documents shall continue to require
the signature of the Senior Vice President of Real EstalelEngineering and Construction, or
President, Senior Vice President/General Counsel, Senior Executive Vice President or any
Executive Vice President except as additional specific authority may be hereinafter, from time to
time, granted by the undersigned.
ATTEST
Al.
Name: •. (�f
Title If`r�L�51,Crc h.
Date: 2-6-07
Robert A. Nlbtock, Chief Executive Officer
Lowe's Home Centers, Inc.

rui WQ- VSG VI1L1
Reviewer, -T-
i"
r �
AIAA North Carolina Department of Environment and
Natural Resources Submit; NCDENR �� Request for Express Permit Review Time:
`
- Confirm'.
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan fPDF fileTand vicinity {same items expected in the application package
of the project location. Please include this form in the application package. _ -
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson ncdenr. ov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; [e-mail]
• Mooresville & -Patrick Grogan 704-663-3772 or, Patrick.grogan0ncdenr.gov
• Washington Region -Lyn Hardison 252-946-9215 or! n.hardison ncdenr. ov
• Wilmington Region -Janet Russell 910-350-2004 or 'anet.russell ncdenr. ov
NOTE Project application received after 12 noon will be stamped in the following work day.
Project Name: LOWE'S - KILL DEVIL HILLS County: DARE
Permits of request
SW;
SW
'SW
SW
SW
Applicant; Company: LOWES HOME CENTERS, INC.
Address: 1605 CURTIS BRIDGE ROAD, MAIL CODE RE7—SS City. WILKESBORO, State, NC Zip'. 28697-
Phone: [phone], Fax: [phone], Email: [e-mail] S��) I L' ,:� -s
Physical Location: INTERSECTION OF US HWY 158 & LANDING DRIVE IN KILL DEVIL HILLS NC
Project Drains into COLINGTON CREEK waters — Water classification SC (for classification see- htte:llh2o.enr.state.ncus/bimslreports/reportsWB.html)
Project Located in ALBEMARLE SOUND River Basin. Is project draining to class ORW waters? N , within mile and draining to class SA waters N or within
1 mile and draining to class HQW waters? N ` 1` PRESS
EngineeNConsultant: TODD SIMMONS, PE Company: FREELAND & KAUFFMAN, INC.
Address: 209 WEST STONE AVENUE City: GREENVILLE, State: SC Zip: 29609-_ OCT .l 4 2010
Phone: [phone]. Fax: [phone], Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY NC DENR
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAMS YOU ARE REQUESTING FOR EXPRESS PERMITTING
® 401 ,Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
® 401 Water Quality Certification ❑ Isolated Wetland ( linear fto r acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter # Curb Outlet Swales ❑ Off -site [SW (Provide permit #))
❑ High Density -Detention Pond _ # Treatment Systems ® High Density -Infiltration 1 #Treatment Systems
❑ High Density -Bio-Retention ` # Treatment Systems El High Density —SW Wetlands _ # Treatment Systems
® High Density -Other 1 # Treatment Systems / [I MOD. ❑ Major ❑ Minor [I Plan Revision ❑ Redev. Exclusion SW (Provide permit4)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
N ❑ Upland Development ❑ Marina Development ❑Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping�and express meeting request)
Wetlands on Site ® Yes ❑ No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No
Received from US ACOE ❑ Yes ® No
Buffer Impacts. ® No ❑ YES: ac re(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process wl US ACOE: ® Yes ❑ No Permit
For I71;�'R use rnniv _
Fee Split for multiple permits: (Check # . � Total Fee Amount $ ` a
SUBMITTAL DATES
fee ,
{'
SUBMITTAL DATES
Fee
CAMA
$"
Variance (❑ Maj; ❑ Min),'
$
SW (M HD, ❑ LID, ❑ Gen)
$ K0,Q
401:
1
$
LOS
$
Stream Deter,—
$
NCDENR EXPRESS March 2009

153 BROZZINI CT., SUITE C.
0
:1 _
r GREENV$LLE. SC 29615
+�,' e°A� PHONE [phone]
PROFESSIONALS, INC. FAA (864) Z34-7369
October 6, 2010
Lowe's Home Centers, Inc.
1605 Curtis Bridge Road
Wilkesboro, North Carolina 28697
Attention: Mr. Matthew L. Minton, PE
Sr. Site Development Manager — South Region
Reference: ADDENDUM to Report of Geotechnical Engineering Evaluation
Double -Ring Infiltrometer Testing
Proposed Lowe's Home Improvement Warehouse
Kill Devil Hills, North Carolina -- Dated June 10, 2010
EAS Project Number: EAS 10-312-Addendum 43
Mr. Minton,
Engineering and Surveying Professionals, Inc. (EAS) has prepared this addendum to the above
referenced report. The purpose of the addendum is to provide the results of double -ring
infiltrometer testing (ASTM D 3385) to more accurately assess the infiltration rates of the site
subgrade soils.
For purposes of initial/preliminary Hydrological Design of the planned pervious concrete
pavements for the proposed new Lowe's Home Improvement store, EAS previously
recommended using a saturated infiltration rate of 1 inch/hour for the stabilized/compacted site
sandy soils or similar planned borrow fill soils placed and compacted per the recommendations
within geotechnical report. Additionally, we recommended that EAS be retained to perform
Double -Ring Infiltrometer testing of the site soils that have been stabilized/re-compacted to
provide the civil designer a more accurate infiltration rate for the site subsurface soils to allow
for the optimization of the hydrological design, including possibly reducing the footprint of the
planned storm water management areas.
As per our recommendations, EAS performed double -ring infiltrometer testing to determine the
infiltration rates of 1) subsurface soils within the planned area of infiltration/ex-filtration basin
and 2) compacted/densified subgrade soils for the pervious concrete subgrade. Attached to this
addendum letter are the results of the double -ring infiltrometer testing.
In -situ Soils (Storm Water Management Area)
An area within the location of the planned storm water management area, adjacent to Landing
Drive, was excavated to a depth of approximately 12 inches below existing site grades in order to
perform infiltration testing of in -situ (un-compacted) site subgrade soils. The double -ring
infiltrometer test was performed for a period of 270 minutes (4'h hours) and resulted in a total
maximum infiltration rate of approximately 19 to 19.5 inches/hour.
GEOTECHNICAL AND CIVIL ENGINEERING - CONSTRUCTION MATERIALS TESTING - ENVIRONMENTAL
LABORATORY TESTING - LAND SURVEYING - SPECIALTY INSPECTIONS

PROFESSIONALS. INC.
Compacted Subgrade (Pervious Concrete Areas)
An approximate 10-foot by 10-Foot area was excavated to a depth of approximately 2 feet below
existing site grades. The sandy subgrade soils within the bottom of the excavation were moisture
conditioned (wetted) and densified with a vibratory smooth -drum roller. The excavated sandy
subgrade soils were subsequently moisture conditioned and placed (compacted) within the
excavation to achieve a compacted subgrade for infiltration testing. The fill soils were placed
and properly compacted in general accordance with the structural fill placement and compaction
criteria per Lowe's Section 600 requirements (compacted to at least 95 percent of the materials
standard Proctor maximum dry density value as determined by ASTM D 698 — 100 percent in
the upper 18 inches). Upon completion of compaction, the double -ring infiltrometer test was
performed on the compacted subgrade soils for a period of 270 minutes (4% hours) and resulted
in a total maximum infiltration rate of approximately 6 to 6.5 inches/hour.
We have enjoyed working with you on this project, and we are prepared to assist you with the
recommended quality assurance monitoring and testing services during construction. Please do
not hesitate to contact us if you have any questions regarding this report or if we may be of
further service.
Sincerely,
EAS PROFESSIONALS, INC.
Ryan D. R ski
Project Engineer
►�Etliltl►�
��M CA�1�O' A*
.L
sm
031MpI�q r
4 F
� i0-06-i0W,�'
Douglas R. Dunk a, PE �J14$!.
Senior Geotechnical Engin��//1F1gi1%�1
NC Registration No, 031220
Attachments: Double -Ring Infiltrometer Test - Natural/Un-Compacted Soils
Double -Ring Infiltrometer Test - Compacted Soils
LOWE'S HOME IMPROVEMENT WAREHOUSE PAGE 2 EAS PROJEeT No, E0-312
KILL pEVILHILLS. NORTH CAROLINA ADDENDUM #3 - OCTOBER 6. 2040

EAS 10-312 Lowe's of Kill Devil Hills
Double Ring Infiltrometer Test - Natural un-compacted soils
Time
(min)
Inner
Area
(CM 2)
Inner
Flow
(cm)
Inner
Flow Rate
(cm/min)
Inner
Flow Rate
(cm/hrl
Inner
Flaw Rate
(in/hr)
Outer
Area
(Cm 2)
Outer
Flow
(cm)
Outer
Flow Rate
(cm/min)
Outer
Flow Rate
(cm/hr)
Outer
Flow Rate
(in/hr)
15
729.7
8,850
181.92
48.51
19.10
2188.9
26,000
0.79
47.51
18.71
30
729.7
17,600
723.59
48.24
18.99
2188.9
50,500
0.77
46.14
18.17
45
729.7
26,450
1,631.15
48.33
19.03
2188.9
75,600
0.77
46.05
18.13
60
729.7
35,500
2,919.01
48.65
19.15
2188.9
100,700
0.77
46.00
18.11
75
729.7
50,000
5,139.10
54.82
21.58
2188.9
143,000
0.87
52.26
20.58
90
729,7
53,550
6,604.77
48.92
19.26
2188.9
151,900
0.77
46.26
18.21
120
729.7
71,850
11,815.81
49.23
19.38
2188.9
204,800
0.78
46.78
18.42
250
729.7
95,000
19,528.57
52.08
20.50
2188.9
273,000
0.83
49.89
19.64
180
729.7
108,100
26,665.75
49.38
19.44
2188.9
309,800
0.79
47.18
18.57
210
729.7
126,500
36,405.37
49.53
19.50
2188.9
361,000
0.79
47.12
18.55
240
729.7
144,500
47,526.38
49.51
19.49
2188.9
418,000
0.80
47.74
18.80
270
729.7
162,600
60,164.45
49.52
19.50
2188.9
465,000
0.79
47.21
18.59
Inner Infiltrometer Ring - Flow Rate vs. Time
-w
��
-- www �- w w----
Ol�� ==Zl===C�=
S--w- w-- -w-riles-ww� w�.as
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11 w
ES-MEww=
I..rr�wwww w -w-- -- -w ww--
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.�ILI-M�-MC Iw
- rr .I�rr 3111all Iz Ilnr�w w^-
1ww-w--
1 IMw�-a-wwww 1 M�
Inner Infiltrometer Ring - Cumulative Flow Rate vs. Time
180,000
160,000
u 140,000
0 120,000
100,000
3 a0,o00
60,000
u
40,000
a 20,000
C _
O O 6 O O 0
r rLn1 N N
Elapse Time (seconds)
--*.--Double Ring Infiltrometer Test - Natural un-compacted soils

EAS 10-312 Lowe's of Kill Devil Hills
Double Ring Infiltrometer Test - Compacted to 98% of standard Proctor maximum dry density
Time
(min)
Inner
Area
(cm 2)
Inner
Flow
(cm)
Inner
Flow Rate
(cm/min)
Inner
Flow Rate
(cm/hr)
Inner
Flow Rate
(in/hr)
Outer
Area
(cm 2)
Outer
Flow
I (cm)
Outer
Flow Rate
(cm/min)
Outer
Flow Rate
(cm/hr)
Outer
Flaw Rate
(in/hr)
15
729.7
2,850
58.59
15.62
6.15
2188.9
9,100
0.28
16.63
6.55
30
729.7
5,750
236.40
15.76
6.20
2188.9
17,500
0.27
15.99
6.30
45
729.7
8,850
545.77
16.17
6.37
2188.9
26,400
0.27
16.08
6.33
60
729.7
11,800
970.26
16.17
6.37
2188.9
35,600
0,27
16.26
6.40
75
729.7
15,200
1,562.29
16.66
6,56
2188.9
44,600
0.27
16.30
6.42
90
729.7
18,050
2,226,26
16.49
6.49
2188.9
53,700
0.27
16.36
6.44
120
729.7
24,400
4,012,61
16.72
6.58
2188.9
72,300
0.28
16.52
6.50
150
729.7
30,600
6,290,26
16.77
6.60
2188.9
90,800
0.28
16.59
6,53
180
729.7
36,900
9,102.37
16.86
6.64
2188.9
108,200
0.27
16.48
6.49
210
729.7
43,150
12,418.12
16.90
6.65
2188.9
126,800
0.28
16.55
6,52
729,7
49,45D
16,264.22
16,94
6.67
2188.9
144,500
0.28
16.50
6.50
]27
729.7
55,700
20,609.84
15,96
6.68
2188.9
163,500
0.29
16.60
6.54
Inner Infiltrometer Ring - Flow Rate vs. Time
6.70
6.60
t 6.50
C
6.40
# 6,30
LL 6.20
0 0 0 o
••� � N N
Elapse Time (seconds)
tDouble Ring Infiltrometer Test - Compacted to 98% of standard Proctor
maximum dry density
Inner Infiltrometer Ring - Cumulative Flow Rate vs. Time
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Water Table Depth 0.00 ft
OP8 3t301.534011,11, 07540.2444W
EAS Professionals
!sure Friction Ratio
'sl 16 0 Fs1Qt ("/e) 1
1 - sensitive fine grained ■ 4 - silty clay to clay
2 - organic material 5 - clayey slit to silty clay
11 3 - clay + 6 - sandy silt to clayey silt
Inc.
SPT N'
0 60% Hammer
■ 7 - silty sand to sandy slit
8 - sand to silty sand
9 - sand
Dale And Time 514/2010 1:21:17 PM
Hole Number _ 8-1_
■ 10- gravelly sand to sand
■ 11 - very stiff fins grained
■ 12 - sand to clayey sand rf

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= EAS Professionals Inc.
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Tip Resistance Pore Pressure Friction Ratio
0 t]_t TSF 350 •2 Pw PSI 14 0_ Fs/Qt {%} 2 0
0
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10
16
20
25
EE
36
40
1 - sensitive fine grained
a 2 - organic material
is 3 - slay
! 4 - silty clay to clay
al i3 - clayey silt to silty clay
8 6 - sandy silt to clayey silt
I
w 7 - silty sand to sandy silt
8 - sand to slily sand
9 - sand
Date And Time 5131201012:35:38 PM
Hole Number 841
REMARKS
f 10 - gravelly sand to sand
e 11 - very stiff fine grained [')
0 12 - sand to clayey sand ('}

I A•
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Operator Donald S Cooaan Cone Number DUOess
Job Number 10312 Location Kill Devil Hills NC
WatwTable Depth GM It
OPS 3601.5350N, O?"0.2WM
EAS Professionals
n,
Tip Resistance Pore Pressure Friction Ratio SPT N•
0 Qt TSF 300 -1 Pry PSI 610 Fs1Ot (%) 1.0 60% Hamme
0 1 1 1 1 1 1 1 1 i I I I TT T I I
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1
1
10
1s
20�
23
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1 - sensitive tine grained
a 2 - organic material
Ir 3 - clay
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: 4 - silty clay to clay
6 - clayey silt to silty clay
6 6 - sandy sill to clayey silt
■ 7 - silty sand to sandy silt
8 - sand to silty sand
9 - sand
Date And Time M12010 3:0o:1s PM
Hole Number B-13
50TRYINT.011w,
a 10 - gravelly sand to sand
r 11 - very stilt fine grained (')
■ 12 - sand to clayey sand (•1

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t Job Number 10-312 Location Kill Devil Hills NC
A
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OP8 3001.6524N, 07540.2187W
1 - sensklve flrte grained :4 - silty clay to clay ■ 7 - silty sand to sandy silt
e 2 - organic material a 6 - clayey silt to silty clay 8 - sand to silty sand
■ 3 - Clay 0 6 - Sandy silt to clayey sill 9 - sand
Date And Time 515/2010 4:42:31 AM
Hole Number B-14
70ITS11GC•
■ 10 - gravelly sand to sand
■ 11 -very stiff tine grained
1111112 - send to clayey sand (•}

3 v
Operator Donald B Coogan Cone Number DSAOSU
• Job Number 10-312 Location Kill Devil Hills NC
Al P
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Walar Table Depth 0.00 ft
f3PS 3601.662011, 07U&1871W
= EAS Pirofessional-
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0 Qt TSF _ 450 •-5 _ _ PW PSI 300 FsfQt (%)
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51
101
18!
20
26
30
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0 2 - organic material
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* 5 - clayey silt to silty clay
■ 6 - sandy slit to clayey silt
■ 7 - silty sand to sandy slit
B - sand to silly sand
9 - sand
Date And Time 5151201010:57:57 AY
Hole Number 8-26
■ 10 - gravelly sand to sand
■ 11 - very stiff fine grained (•)
■ 12 - sand to clayey sand r)

M A. D
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Job Number
IF,
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3601.6374N" 07640.1866W
1 - Sensitive fine gained
■ 2 - organic material
■s- clay
Donald B Coogan Cone Number DSA0866
10-312 Locatlon Kill Devil Hills NC
S Professionals Inc.
Friction Ratio SPT N"
25 0 Fs/Qt /a 3 0 60%
* 4 • silty clay to clay
■ 5 - clayey silt to silty clay
■ 6 - sandy silt to clayey silt
.t
■ 7 - silty sand to sandy silt
8 - sand to silty sand
9 - sand
Date And Time 5131201011:18:18 AM
Hole Number 8-26
REMARKS
■ 10 - gravelly sand to sand
11 - very stiff fine gralned
■ 12 • sand to clayey sand

.9 ? Operator Donald B Coon n Cone Number DSA0866 Date And Time 514=10 3:n:34 PU
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1
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2
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14
16
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w 2 - organic material
■ 3 - clay
r 4 - silty clay to clay
5 - clayey silt to silty clay
■ 6 - sandy slit to clayey silt
■ 7 - silty sand to sandy slit ■ 10 - gravelly sand to sand
8 - sand to silty sand ■ 11 - very stiff line grained (•)
9 - sand ■ 12 - sand to clayey sand"}

,r Operator Donald B Coogan Cone Number DSA0866
`r
Job Number 10-312 Location Kill Devil Hills NC
rA
OPS 3601.6336N, 07540.1089W
1 - sensitive fine grained
E2. organic material
03- clay
■ 4 - silty clay to clay
5 - clayey silt to silty clay
ar 6 - sandy silt to clayey silt
■ 7 - silty sand to sandy silt
8 - sand to silty sand
9 - sand
Date And Time 61412010 3:48:05 PM
Hole Number P-5
I REMARKS
a 10 - gravelly sand to sand
is 11 - very stiff fine grained (•j
0 12 - sand to clayey sand

A. V
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Operator Donald ID Cooaan Cone Number DSA0665
i
Job Number 10-312 Location Kill DevH Hilts NC
Z� Q
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Water Table Depth 0.00 ft
OPS M1.6217N, 07540.1996W
�v
1 - sensitive fine grained
tr 2 - organic material
■ S - clay
Date And Time 5/4/2010 2:55,46 PM
Hole Number xw-1
S Professionals Inc.
w REMARKS
Friction Ratio SPT MI.o w
5,0 FII (%) 1 0 60% Hammer 45 „
I
Y. 4 - silty clay to day
.: 5 - clayey silt to silly clay
0 6 - sandy silt to clayey slit
■ 7 - silty send to sandy silt ■ 10 - gravelly sand to sand
8 - sand to silty sand s 11 - very stiff line grained {')
9 - sand ■ 12 - sand to clayey sand (')

Sam
PROFESSIONALS, INC.
October 25, 2010
Lowe's Home Centers, Inc.
1605 Curtis Bridge Road
Wilkesboro, North Carolina 28697
Attention: Mr. Matthew L. Minton, PE
Sr. Site Development Manager — South Region
153 BROZZINI CT.. SurrE C
GREENvrLLr-, SC 29615
PHONE (864) 23L.-7368
FAX [phone]
Reference: ADDENDUM to Report of Geotechnical Engineering Evaluation
Proposed Lowe's Home Improvement Warehouse
Kill Devil Hills, North Carolina — Dated June 10, 2010
EAS Project Number: EAS 10-312-Addendum 94
Dear Mr. Minton:
OCT 2 12010
V )VAR0
Engineering and Surveying Professionals, Inc. (EAS) has prepared this addendum to the above
referenced report. The purpose of the addendum is to provide recommendations for the seasonal
high ground water elevation. We understand that the seasonal high ground water elevation is used
to design the bottom elevation of the planned storm water management basins.
Our subsurface exploration was performed during the first week of May 2010 (May 3 — 7). The
observed ground water elevations at the boring locations within the vicinity of the planned storm
water management area adjacent to Landing Drive (south portion of site) were generally observed at
approximately 1 to 1.5 feet, mean sea level (msl).
EAS returned to the site on September 21 and 22, 2010 to perform double ring infiltrometer testing
of the site soils during the anticipated, normal, high ground water time of year. The infiltrometer
testing was performed to provide accurate infiltration rates for design of the storm water
management basins as well as the planned pervious concrete pavements. The infiltration testing
was performed in the vicinity of the planned storm water management area adjacent to Landing
Drive. A trench/Test Pit excavated adjacent to the infiltration test locations indicated a ground
water elevation approximately 4 feet below existing site grades (approximately 1.75 to 2 feet, nisi).
Based on published rainfall data for Kill Devil Hills, the area had received 36.24 inches of rain prior
to our site visit for infiltration testing, including a 3.39 inch event on September 3, 2010 (2 '/2 weeks
prior to our site visit and ground water measurement). Based on our site observations and
measurements on September 22, 2010 and the published rainfall data for the Kill Devil Hills
area, we recommend using a seasonal high ground water elevation of 2 feet, msl.
GEOTECHNICAL AND CIVIL ENGINEERING - CONSTRUCTION MATERIALS 1 Lsi'ING - ENVIRONMEWI-AL
LABORATORY TESTING - [-ANp SUF?VEYING - SPECIALTY INnPrCTIONS

•r-, '4
BAB PROFESSIONALS, INC.
We have enjoyed working with you on this project, and we are prepared to assist you with the
recommended quality assurance monitoring and testing services during construction. Please do not
hesitate to contact us if you have any questions regarding this report or if we may be of further
service.
GArr1j��i
Sincerely, 9,��': • • •�.' arlii�
EAS PROFESSIONALS, INC. ,�•••DF�SS�O�• 9'�r
aL SEAL Tr : f
031220
o • ct�e •���.
Ryan D. Rafals i Douglas R. Dunko, PE ////IIIR;Ov��
Project Engineer Senior Geotechnical Engineer
North Carolina License # 031220
LOWERS HONE IMPROVEMENT WAR£IiOUSE PAGE 2 CAS PROJECT' No, EAS 10-312
KILL DEVIL HILLS. NORTH CAROLINA ADDENDUM #4 - OcTOB$R 25.2010

I
Ems+ , �S PROFESSIONALS, INC.
We emphasize that good base course drainage is essential for successful pavement performance.
The aggregate base course should be maintained in a drained condition at all times. Water build-
up in the base course could result in premature pavement failures. Subsurface drains are
typically utilized beneath a pavement where water may enter the pavement from below or above.
Based on the anticipated subgrade improvement and structural, fill depths below the planned
pavement sections, we do not anticipate that sub drains are required for this site.
Proper drainage may be aided by grading the site such that surface water is directed away
from pavements and by construction of swalcs adjacent to the pavements. All pavements
should be graded such that surface water is directed towards the outer limits of the paved
area or to catch basins located such that surface water does not remain on the pavement.
A minimum pavement grade of 2 percent is recommended.
Concrete pavements and bases should be constructed in accordance with the guidelines of the
latest applicable North Carolina Department of Transportation Specifications. Materials,
weather limitations, placement and compaction are specified under appropriate sections of this
publication. Concrete pavement construction should be in accordance with applicable American
Concrete Institute (ACI) guidelines. Recent pavement studies by the American Concrete
Pavement Association (ACPA) have indicated that jointed plain concrete pavements perform at
least as well as, and usually somewhat better than, jointed reinforced concrete pavements. These
studies also conclude that transverse joint spacing has a very significant effect on pavement
performance. Decreasing the longitudinal joint spacing to more equally spaced transverse and
longitudinal joints and square sections has the following beneficial effects:
• Decreases thermal curl stress
• Decreases transverse cracking
• Decreases upward curling of slab at joint
• Decreases joint spalling
• Decrease seasonal and daily joint opening (which increases joint load transfer
effectiveness and reduces sealant extension)
Recommendations for Previous Concrete Pavements
In general, the construction and long-term performance of pervious concrete pavement requires
the following:
Proper engineering of the pavement subgrade to insure stability of the pavement sections
and provide adequate infiltration rates to satisfy the projects hydrological design
parameters. Based on the preliminary site grading plan, the planned pavement subgrade
will be constructed primarily using offsite borrow fill soils. Once the offsite borrow
source is selected a representative sample of the borrow soils should be sent to EAS
Laboratory for testing. Basic testing of the planned subgrade soils should include particle
size analysis (ASTM D422), soil classification (ASTM D2487) and standard Proctor
(ASTM D698). Acceptable borrow soils should classify as relatively clean sands SAND
LOWE'S HOME IMPROVEMENT WAREHOUSE PAGE 19 EAS PROJECT NO. EAS 10-312
KILL DEVIL HILLS, NORTH CAROLINA JUNE 10. 2010

EAS PROFESSIONALS, INC.
(SP) with little or no fines (less than 5% passing the No.200 sieve — onsite soils tested
had only approximately 1% passing the #200 sieve).
• Engineering of proper mixtures using available/local aggregates with cement, water, and
admixtures to achieve a proper workable consistency that allows placement of the
previous concrete with minimal or no jobsite adjustments and yields the required strength
and permeability/infiltration values. Admixtures such as silica fume, fly ash, blast
furnace slag, set retarders, hydration stabilizers, viscosity enhancers, and other chemical
additives that will improve the workability and durability of the pervious concrete should
be considered. Mix designs and the final approved mix should be tested using a
minimum of 2 — 225 ft2 test panels for each mix design as described in ACI 522,1-08 and
ACI 522R-06. EAS's materials engineer should be retained to observe, document, and
test the panels per ACI 522.1-08.;
• Qualification of project construction personnel prior to placement of the site pervious
concrete pavements (reference ACI 522.1-08 for minimum requirements). The previous
concrete pavement contractor should have current National Ready Mix Concrete
Association (NRMCA) Certifications. The NRMCA Certifications will ensure that
knowledgeable pervious concrete contractors are performing the site work and thereby
minimize the chance of poor quality/unsuitable results. The concrete installation crew
members, installation crew Forman, and installation Quality Assurance officer should
have current Pervious Concrete Technician Certifications, Pervious Concrete Installer
Certification and Pervious Concrete Craftsman Certification, respectively. EAS's project
engineer should be provided the contractors certification well in advance of field work
and EAS's certified engineering technician will confirm the contractors personnel match -
up to the submittal documents and/or that the crew meets the ACI 522.1-08 and this
reports minimum requirements;
• Qualification of project onsite engineering inspection personnel. The Owner's onsite
construction materials testing engineering technician should have a current Pervious
Concrete Technician Certification.
• Engineering of a detailed, pavement joint plan/drawing in general accordance with ACI
522.1-08, ACI 522R-06, and Pervious Concrete specialist, which includes accurately
dimensioned locations and depths of all contraction, construction and isolation joints. As
with conventional concrete pavement, decreasing the longitudinal joint spacing to more
equally spaced transverse and longitudinal joints and square sections has significant
beneficial effects;
• Engineering of planted areas and drainage swales to avoid introducing potential foreign
debris onto the surface of the pervious pavements;
• Develop a cost effective long term maintenance program that includes periodic inspection
of the pervious concrete field to identify structural distress and/or clogging of the surface
pores with foreign debris. The long term maintenance plan should also include periodic
vacuuming and/or light pressure washing of apparent clogged areas.
For purposed of a the initial/preliminary Hydrological Design we recommend using a saturated
infiltration rate of 1 inchihour for the stabilized/compacted site sandy soils and the planned
borrow fill soils placed and compacted per the recommendations of this report. We recommend
LOWE'S HOME IMPROVEMENT WAREHOUSE PAGE 20 EAS PROJECT NO. EAS 10-312
KILL DEVIL HILLS, NORTH CAROLINA JUNE 10, 2010

EA S PROFESSIONALS, INC.
that EAS be retained to perform Double Ring Infiltrometer testing (ASTM D3385) of the site
soils that have been stabilized/re-compacted per the recommendations of this report. A relatively
small test area can be prepared by our engineers and tested with minimal disturbance to the site.
The purpose of the testing is to provide the civil designers a more accurate infiltration rate for the
site subsurface soils. We also recommend Double Ring Infiltrometer testing (ASTM D3385) of
the offsite borrow soils placed and compacted per the project recommendations to verify the
suitability of the offsite borrow soils in advance of mass hauling of the borrow soils to the site.
5.9 TEMPORARY EXCAVATION RECOMMENDATIONS
Mass excavations and other excavations required for construction of this project must be performed
in accordance with the United States Department of Labor, Occupational Safety and Health
Administration (OSHA) guidelines (29 CFR 1926, Subpart P, Excavations) or other applicable
jurisdictional codes for permissible temporary side -slope ratios and/or shoring requirements. The
OSHA guidelines require daily inspections of excavations, adjacent areas and protective systems by
a "competent person" for evidence of situations that could result in cave-ins, indications of failure of
a protective system, or other hazardous conditions.
Based on the results of the 52 soil test borings for this evaluation, the upper site soils are very loose
and will likely cave off during trench excavations below 3 to 4 feet. The operation of heavy and/or
vibratory equipment adjacent to open trenches will likely cause additional instability.
6.0 CONSTRUCTION QUALITY CONTROL
As previously discussed, the Geotechnical Engineer of record should be retained to monitor and
test earthwork activities, and subgrade preparations for foundations, floor slabs and pavements. It
should be noted that the actual soil conditions at the various subgrade levels and footing bearing
grades may vary across this site and thus the presence of the Geotechnical Engineer and/or his
representative during construction will serve to validate the subsurface conditions and
recommendations presented in this report. We also stress the importance of conducting hand
auger borings and Dynamic Cone Penetrometer (DCP) or Static Cone Penetrometer (SCP) testing
in the footing excavations in order to confirm the anticipated subsurface conditions and identify
footings that should be undercut and repaired as outlined in this report.
We recommend that EAS be employed to monitor the earthwork and foundation construction, and
to report that the recommendations contained in this report are completed in a satisfactory manner.
Our continued involvement on the project will aid in the proper implementation of the
recommendations discussed herein. The following is a recommended scope of services:
• Observe the earthwork process to document that subsurface conditions encountered
during construction are consistent with the conditions anticipated in this report;
• Observe the subgrade conditions before placing structural fill including stabilization and_.
densification and soil mixing efforts and proofroll observations;
r%
LOWERS HOME IMPROVEMENT WAREHOUSE PAGE 21 EAS PROJECT No. EAS 10-312
KILL DEVIL HILLS, NORTH CAROLINA JUNE 10, 2010

B: 1767 P: 186 Doe Id: 62551342
1 21,012 008 0315: PR RaceiPt 0: 09-8441
Doe Cade: DEED NCExeise Tax pd. 10.00
Ba,6ara M. Gray. Register of Deeds Dare CO, NC
6251342 8: 1787 P: 198 Page 1 of 5 12/If108 3:51 PM
mill +a t� rl�,i +� fu ki iIk��
L.T. # LA r l S 3 — 0'6
TAX PARCEL 0
1% Land Transfer Tax - $EXEMPT
Exclse Tax - $0.00
Prepared by and return to:
Charles D. Evans (WITHOUT TITLE EXAMINATION)
KELLOGG AND EVANS, P. A.
P.O. Box 189
Manteo, NC 27954
NORTH CAROLINA, DARE COUNTY
THIS DEED OF GIFT made this the 16'*' of Deceq' er, 2008 by FRANCIS W.
MEEKINS, and wife, VIRGINIA H. MEEKINS,�p�srti�s o the First part, to FRANCIS
W. MEEKINS, TRUSTEE of the FRANCIS W. MEEKINS REVOCABLE FAMILY TRUST,
under agreement dated F ry 8, 2007, an undivided fifty percent (50%)
interest, and to VIRGINIA H. E OJ TRUSTEE OF THE VIRGINIA H. MEEKINS
REVOCABLE FAMILY TRUST, under me dated February 8, 2007, an
undivided fifty percent (50%� inter st, b . O. Box 400, Manteo, NC 27954,
parties of the second part
O 1�TNE SET
THAT the said parties oft e fi part, for and in valuable consideration and
the sum of ONE 00) DC�I\Lt R paid to them by the said parties of the
second part, the r ceipt ofvv ich is hereby acknowledged, have bargained,
sold and c veyed�d by h,6se presents do bargain, sell and convey unto
the said ies f #� Je d part, their successors and assigns, to FRANCIS
W. MEEKKI S, U of -We- FRANCIS W. MEEKINS REVOCABLE FAMILY TRUST,
undey tg e� cent fed February 8, 2007, an undivided fifty percent (50%)
inter o V H. MEEKINS, TRUSTEE OF THE VIRGINIA H. MEEKINS
REV BCE FAM��Y� RUST, under agreement doted February 8, 2007, an
undivi �ifiy�erc�nt (50%) interest, in and to all those certain lands lying
and being in he Town of Kill Devil Hills, Atlantic Township, Dare County, North
C7(FOR
�+d more particularly described as follows:
A COMPLETE DESCRIPTION OF THE LANDS HEREIN
ONG YED, SEE EXHIBIT A, ATTACHED HERETO AND MADE A
Mhil
�THEREOF.
conveyance is made subject to any outstanding ad
valorem taxes and any easements, covenants and restrictions
of record, any outconveyances of record and any
governmental rules and regulations that may affect the use
1 thereof.
r�

6251342 8: 1787 P: 196 Page 2 of 8 12/18/08 3:51 PH
mill Fri YZINA1110311111AVIIW1I111110 WAIK',111111
TO HAVE AND TO HOLD to FRANCIS W. MEEKINS, TRUSTEE of the FRANCIS W.
MEEKINS REVOCABLE FAMILY TRUST, under agreement dated February 8,
2007, an undivided fifty percent (50%) interest, and to VIRGINIA H. MEEKINS,
TRUSTEE OF THE VIRGINIA H. MEEKINS REVOCABLE FAMILY TRUST, under
agreement dated February 8, 2007, an undivided fifty percent (50%) interest,
in and to the above described lands and premises together with all the
privileges and appurtenances thereunto belonging unto the said/ arty of the
second part, his successors and assigns, in fee simple forever. \N
AND the said parties of the first part, for themselves andtthbir�Peirs,
administrators, executors and assigns, covenant to and wit theses &a ies
of the second part, their successors and assigns, that they -are eized of'sa
lands in fee simple, that they have a good right to cow6y fh s me in �e ;
that the some are free and clear of all encumbronc �hatso y r except
as set forth herein; and that they will forever warrant . a defen�he title to
the some against the claims of all persons whomspev<.
IN TESTIMONY WHEREOF the said parties of the(fist part�dve he�unto set
their hands and seals the day and year first abgv write
_ \-, —(SEAL)
_(SEAL)
FRANCIS W. MEEKINS
(SEAL]
IR NIA H, MEEK NS
STATE OF NORTH CAROLINA
COUNTY OF DARE
1, .Tana D. Underwood (nna t - ary Public of the County and State
aforesaid, certify tK-dt FRA II ! KINS and wife, VIRGINIA H. MEEKINS,
personally appeared k e - ee m hiay and acknowledged the execution
of the foregoing instru en# Wi ness my hand and official stamp or seal, tYiis
16th __- day of December 2008.
0 Notary Public
My Co i s' n Ex ' e . 12/2/2010`"
SEAL P ,-?!
1
r..

EXHIBIT A
DESCRIPTION FOR LANDING DRIVE PROPERTIES, KDH
PARCEL ONE
All that certain tract of land lying and being in the Town of Kill Devil Hills in Atlantic Township,
Dare County, N.C., adjoining the lands now or formerly owned by R. B. Rowland, Jr., lands now or
formerly owned by B. M. Hedrick, and bounded as follows:
Beginning at a concrete monument situated in and marking the point of intersection of South line
of the lands now or formerly owned by B. M. Hedrick in the Town of Kill Devil Hills�i \�the West
margin or right of way of U. S. Highway No. 159 By -Pass, running thence fromyhe begir�tliAg point
along the West margin or right of way of U.S. Highway No. 158 By -Pass in a Sau&e sferlydi tion
2,016.01 feet to a concrete monument in and marking the point of intersection f th lac nd�
Rowland, Jr., with the West margin or right of way of said highway; then along the�North lin��f
the R_ B. Rowland, Jr., Tract -South 70 degrees 30 min. West 775 feet to a co Crete rti n ent in d
marking a comer of the Rowland Property; thence along the R. B. Roti�{an Jr., pro tty East line
North 19 deg. and 30 min. West 2,017.60 feet to a concrete monument in atmarkin t�!e South line
of the lands now or formerly owned by B. M. Hedrick; thence along -the edtick Tract South line
North 70 deg. 30 min. East to the point of beginning, said line pas mold nc emonument in
and marking the same 208.27 feet North 70 deg. 30 min. East fi'o the to irial pf the next
preceding tail.
Same including all of the lands conveyed to W.R. �eatofrby R. B-Rowland, Jr. by deed dated
August 11, 1947, and duly recorded in Book 33 page' 199, Dare CouKA egistry, and being a portion
of the lands conveyed to W. R. Deaton by the foIlo121.47
in
ccoriveyances:
(a) Deed by W. C. Dawson et ux dated September an Jy re orded in Soak 33, page 317,
Dare County Registry;
(b) Deed from W. C. Dawson et ux datc`d'Ajly 22, 1947 and duly recorded in Book 33, page 255,
Dare County Registry, as Tract No. 2 descri �%31_4
i
(c) Deed from W. C. Dawson et ux dated Jt�p dduly recorded in Book 31, page 295,
Dare County Registry, and described thc�ip-as�ec dd Trot;
See also deed of release recorded in BBoo8 `�3, Ve25A,-Dar e County Registry.
EXCEPTING, HOWEVER fvror3i thv�nd�abLv described and this conveyance all that certain
tract or parcel of land conveyed �cor%dd�,�i000k
Zn of Kills Devil Hills by W. R. Deaton et ux by deed
dated October 19, 1962, and I 110, page 125, in the office of the Register of
Deeds of Dare County, No arolinaerence to which is hereby made for a more particular
description of the lands cony y therebd excepted herefrom. Being the same tract conveyed to
Francis W. Mc a by R:
Deed Book 116 62 e�Cc
thereunto bclong�trlio t aid
forever.
hi ollowing conveyances as irecorded in the Dare County Registry:
a e and highway purposes awarded the State Highway Commission of
•lJudgment of the Superior Court of Dare County, North Carolina, as
page 178, Dare County Registry; as shown by plat recorded in Book 100,
istry;
i
FURTHER
I. Easemen
the State o >\�
duly recor� in
page 182,(D re (
1 n et ux by deed dated December 17, 1963, and recorded in
Registry, together with all the privileges and appurtenances
es of the second part, their heirs and assigns, in fee simple
2. erg d'daled February 4, 1972, to Catherine D. Mcckins recorded in Deed Book 184 Page 371;
3. Deed- at March 1, 1974, to W. A. Ries et ux recorded in Deed Book 210, Page 570,
4, ed dated April 29, 1975, to Village Development Corporation recorded in Deed Book 224
P e2
5. 'eed dated April 30, 1975, to Outer Banks Theatre Arts Center, Inc. recorded in Deed Book
224 ag� 266;
Deed dated December 18, 1975, to Richard P. Baer, III recorded in Deed Book 228 Page 582;
r.
GZZ134Z 9: 1787 P: 198 Page 3 of 8 12/18/88 3:51 PM
gill RWi 1�II��,t+��, W Iwb 11119ANN 11111

7. Deed dated October 10, 1977, to Catherine D. Meekins recorded in Deed Book 252 Page
457;
8. Deed dated October 10, 1977, to The Town of Kill Devil Hills recorded in Deed Book 252
Page 465;
9. Part of that land deeded in Deed dated November 26, 1990, to Cashar W, Evans et ux
recorded in Deed Book 732 Page 653; C\
10. Deed of Gift dated March 12, 1996, to'rhe Town of Kill Devil Hills, N.C. recordhdill Deed
Book 1041 Page 622:
11, Pan of that land conveyed by deed dated July 25, 1996, to Times rintjng ompany,
recorded in Deed Book 1065 Page 586, Dare County Registry.
12. Deed of Gift dated December 30, 1996, to The Town of Kill De R R\, N . recorded in
Deed Book 1089 Page 672;
Special reference is hereby made to that Agreement by an� Ibetwecn Village Development
Corporation and Francis W. Meekins and wife, Virginia H. Mee ins dated pril 29, 1975, and
recorded in Deed Book 224 Page 359,
Special reference is also hereby made to the follow'ni g DDeed BooO 7 Page 211-217; Deed Book
210 Page 570; Deed Book 212 Page 813; Deed Boo 124 Page 243; lie Book 224 Page 260; Deed
Book 224 Page 264; Deed Book 224 Page 268; Dee Beok 224 Page �5 ; Deed Book 237 Page 454;
Deed Book 252 Page 459; Plat Cabinet A Slide 25; P B ktts� eA .
PARCEL TWO:
All that certain tract of land lying and be' g �'n the Town of Kill Devil Hills in Atlantic 'rownship,
Dare County, N.C., adjoining the land�f�F ncis W. Meekins et ux, First Flight Village
Subdivision, and others, and bounded as follow1�
Beginning at a concrete monument situate,r,� the east'tirte of lands of the Village Development
Corporation as shown on a map prepared by Wi;itam F. lark, Land Surveyor, dated April 2, 1974,
and duly recorded in Map Boo 15 7, Page` �j tand
1�2� and 3, Public Registry of Dare County, North
Carolina, which said monume s'�ateQ ima ks the southwest comer of lands conveyed by
W. R. Deaton et ux to Francis W. eekins led December 17, 1963, and duly recorded in
Book 116, page 628, Public Regi�sstt o a County, North Carolina, said southwest comer of the
aforesaid property being in line t Village Development Corporation property; and
running thence from said be iniiiing poi r outh 16 degrees 01 minutes 01 seconds East along the
Village DevelopmenCorporiti n east � l�in�, distance of 98.86 feet to a concrete monument which
marks the southeas /r�o er of the avelopment Corporation lands now known as First Flight
Village, and which id \si w i or e>n and on the line of lands now or formerly belonging to
Dr. E. Ray Altiz�r; nntglg thence North 74 degrees 01 minutes 17 seconds East and passing
through a con¢iete� on en on line a distance of 775 feet more or less to the western margin
8 g
of the right-o =ay High 158 By -Pass; and thence turning and running North 16 degrees
O1 minutes seccptds\We al g the western margin of the aforesaid highway right-of-way a
distance of 98.8 ee�trthc lout east comer of the lands conveyed by W. R. Deaton et ux to Francis
W. Meekins et ux as akQr d; and thence turning and running South 74 degrees Ol minutes ] 7
seconds West na g e so line of the aforesaid tract conveyed to Francis W. Meekins et ux a
distance o 7�75 fcct o; or Icss to the concrete monument situated in the east line of the Village
Develop a Corpora io!n subdivision known as First Flight Village to the point or place of
beginning /
of the property conveyed to Village Development Corporation by deed from
:lopment Corporation dated April 13, 1973, and recorded in Book 199, page
�c tract conveyed to Francis W. Meekins and wife, Virginia 11. Meekins by Village ,
Corporation by deed dated April 23, 1974, and recorded in Deed Book 224 Page 240,
Registry.
reference is hereby made to that Agreement by and between Village Development
ion and Francis W. Meekins and wife, Virginia H., Meekins dated April 29, 1975, and
6251342 5: 1757 P; 195 Pegs 4 or 5 12118/0a 3;51 PR
gill K111FrIM'WiRIr1 INIMLIKI 101lovh 11111

recorded in Deed Book 224 Page 359, Dare County Registry.
Special reference is also hereby made to the following: Deed Hook 207 Page 211-217; Deed Book 45
Page 299; Deed Book 33 Page 291; Map Book 1 Page 132; Plat Cabinet A, Slide 28.
EXCEPTING, HOWEVER, part of that land conveyed by deed dated July 25, 1996, to Times
Printing Company, Inc., recorded in Deed Book 1065 Page 586, Dare County Registry.
5251342 B: 1757 P: 195 Pepe 5 of 5 12/la/0a 3:51 Prt
■1I14�iP�lE�`i�4�,lfia'I�i�o-�,� U���I�� 1�h'�I��l it lfl

36' 1' 3T
36' 1' 28'
Soil Map —Dare County, North Carolina
(1500 N Croatan Hwy)
N �!
P
ti 1
- _, y ;� s
'S a
Map Scale: 1:2,570 d pursed on A size (8.5" x 11 ") sheet.
a
N Meters
` 0 35 70 140 210
/,\1] 0 100 200 400 600 Feet
USDA Natural Resources Web Soil Survey 511212010
Conservation Service National Cooperative Soil Survey Page 1 of 3
36' 1' 40'
36' 1' 28'

Soil Map —Dare County, North Carolina
(1500 N Croatan Hwy)
MAP LEGEND
MAP INFORMATION
Ar" ofR rh~ (A011
Qj Very Stony Spot
Map Scale: 1 2.570 if printed on A size (8.5 X 11") sheet.
Area of Interest (AOl)
Wet Spot
The soil surveys that comprise your AQI were mapped at 1.24,000-
Soils
A Other
Please rely on the bar scale on each map sheet for accurate map
Soil Map Units
measurements,
Special Line Features
Special
Point Features
Gully
Source of Map: Natural Resources Conservation Service
Blowout
Web Soil Survey URL http://websoilsurvey.nres.usda.gov
Short Steep Slope
Coordinate System. UTM Zone 18N NAD83
®
Borrow Pit
X
Clay Spot
Other
This product is generated from the USDA-NRCS certified data as of
Political Features
the version date(s) listed below.
Closed Depression
O r ,ties
Boil Survey Area: Dare County. North Carolina
X
Gravel Pit
water Features
Survey Area Data Version 12, Jul 16. 2009
Gravelly Spot
Oceans
Date(s) aerial images were photographed: 8/26/2006
Landfill
Streams and Canals
The orthophoto or other base map on which the soil lines were
Lava Flow
Transportation
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result. some minor shifting
,,A,
Marsh or swamp
� Rails
of map unit boundaries may be evident.
151,
Mine or Quarry
interstate Highways
Q
Miscellaneous Water
US Routes
O
Perennial Water
Major Roads
V
Rock Outcrop
N Local Roads
+
Saline Spot
Sandy Spot
Severely Eroded Spot
p
Sinkhole
71
Slide or Slip
0
Sodic Spot
s
Spoil Area
Q
Stony Spot
UY)» Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/12/2010
Page 2 of 3