SW8050316_HISTORICAL FILE_20061107

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW805-n314
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
goo(* 1103-
YYYYMMDD

November 7, 2006
Mr Arthur Kepes, Manager
Leland Retail Investments, LLC
2361 South Centennial Drive
Aiken, SC 29803
Subject Approved Plan Revision
Wal-Mart at Westgate Leland — Outlot 1
Stormwater Project No SW8 050316 Modification
Brunswick County
Dear Mr Kepes
On November 7, 2006, the Wilmington Regional Office received a plan revision
for Stormwater Management Permit Number SW8 050316 Modification The
revisions include the proposed construction of 32,144 square feet of built -upon
area on Outlot 1 The built -upon area allotted to Outlot 1 by Stormwater
Management Permit No SW8 050316 is 45,999 square feet This project
proposes 32, 144 square feet It has been determined that a formal permit
modification is not required for the proposed changes We are forwarding you an
approved copy of the revised plans for your files Please add the attached plans
to the previously approved plan sheets
Please be aware that all terms and conditions of the permit issued on
November 7, 2006, remain in full force and effect Please also understand
that the approval of this revision to the approved plans for the subject State
Stormwater Permit is done on a case -by -case basis Any other changes to
this project must be approved through this Office prior to construction The
issuance of this plan revision does not preclude the permittee from complying
with all other applicable statutes, rules, regulations or ordinances which may
have jurisdiction over the proposed activity, and obtaining a permit or
approval prior to construction
Please be aware that prior to the sale or transfer of ownership of any portion of
the property deed restrictions and covenants must be recorded (see Section II —
Item 16 of State Stormwater Management Permit SW8 050316 dated November
7, 2006) In addition, each outparcel or future development area whose
ownership is not retained by the permittee must obtain a separate Offsite State
Stormwater Management Permit prior to any construction on the lot
If you have any questions concerning this matter, please do not hesitate to call
me at [phone]
Sincerely,
Rhonda Hall
Environmental Engineer
ENB\rbh S \WQS\STORMWATER\PERMIT\050316PR nov06
cc Pem Nash, Cooperative Bank
Phillip Norris, Norris, Kuske & Tunstall Consulting Engineering, Inc
Brunswick County Building Inspections
Rhonda Hall
Wilmington Regional Office
Central Files

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
o\ - 06
��P
b \ (o etiar�,
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM \
This form may he photocopied for use as an original
GENERAL INFORMATION 'D
1 Applicants name (specify the name of the corporation individual etc who owns the project)
Leland Retail Investments, L L C
2 Print Owner/Signing Official s name and title (person legally responsible for facility and compliance)
Arthur Kepes VP of WRS Realty, Inc, Manager of the Applicant
3 Mailing Address for person listed In item 2 above
2361 South Centennial Drive
City Aiken
Telephone Number
803 i 649 1411
State SC
Zip 29803
4 Project Name (subdivision facility or establishment name - should be consistent with project name on plans,
specifications letters operation and maintenance agreements etc )
Proposed Retail Shopping Center, Leland, NC
5 Location of Project (street address)
One mile south of intersection of Hwy 74 and Hwy 17
City Town of Leland County Brunswick
6 Directions to project (from nearest major Intersection)
One mile south of intersection of Hwy 74 and Hwy 17, at West Gate Drive and New Point Blvd
7 Latitude 34 208 N
Longitude 78 0257 W
of project
8 Contact person who can answer questions about the project
Name David Graffius, Gray Engineering Telephone Number (864 )297-3027
II PERMIT INFORMATION
I Specify whether project is (check one) New Renewal X Modification
Form SWU 101 Version 3 99 Page I of4

2 If this application is being submitted as the result of a renewal or modification to an existing permit list the
existing permit number SW8 050316 and its issue date (if known) 04-22-05
3 Specify the type of project (check one)
Low Density X High Density _Redevelop _General Permit Other
4 Additional Project Requirements (check applicable blanks)
_CAMA Major X Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1 877 623 6748
III PROJECT INFORMATION
1 In the space provided below summarize how stormwater will be treated Also attach a detailed narrative
(one to two pages) describing stormwater management for the project
Two permanent on -site wet detention ponds will provide permanent water quality and detain the 2,10 and
25 year storm events The ponds were sized to detain Outlot #1 as well as all the other Outlot storm water
2 Stormwater runoff from this project drains to the Cape Fear River basin
3 Total Project Area 131 acres 4 Project Built Upon Area 559 %
5 How many drainage areas does the project have?
6 Complete the following information for each drainage area If there are more than two drainage areas in the
project attach an additional sheet with the information for each area provided in the same format as below
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Jockeys Creek
Receiving Stream Class
C, Sw
Drainage Area
1 31 Ac 57,486 SF
Existing Impervious Area
Proposed Im ervious Area
Gres 32 144 SF
% Impervious Area (total)
55 9%
Impervious Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
4,212 SF 09AC
On site Streets
0 5F 0 AC
On site Parking
26,582 SF 061 AC
On -site Sidewalks
1,350 SF 0 03 AC
Other on site See Attached
0 SF 0 AC
Off -site
0 SF 0 AC
Total 32,144 SF 0 74 Acres
Total
Impervious area is defined as the built upon area including but not ]united to, buildings roads parking areas
sidewalks gravel areas etc
"Off -site drainage to detention pond (Stormwater Permit #990807) from Lots No 8 and No 9
Fonn SWU-101 Version 3 99 Page 2 of

7 How was the off site impervious area listed above derived?
The off -site area was determined from existing conditions and USGS topographic and aerial photographic
information
IV DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot If lot sizes vary significantly a table
listing each lot number size and the allowable built -upon area for each lot must be provided as an attachment
I The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
SWS 050316 as issued by the Division of Water Quality These covenants may not be
changed or deleted without the consent of the State
2 No more than 45,999 square feet of any lot shall be covered by structures or Impervious materials
Impervious materials include asphalt gravel concrete brick stone slate or similar material but do not include wood
decking or the water surface of swimming pools
3 Swales shall not be tilled In piped or altered except as necessary to provide driveway crossings
4 Built upon area in excess of the permitted amount requires a state stormwater management permit modillcation prior to
construction
5 All permitted runoff from outparcels or future development shall be directed Into the permitted stormwater control
System These connections to the stormwater control system shall be performed In a manner that maintains the Integrity
and performance of the system as permitted
By your signature below you certify that the recorded deed restrictions and protective covenants for this project
shall Include all the applicable items required above that the covenants will be binding on all parties and persons
claiming under them that they will run with the land that the required covenants cannot be changed or deleted
without concurrence from the State and that they will be recorded prior to the sale of any lot
C��YII� � 1IR�1_al�l! 1lIC�P7.
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms
Form SWU 102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU104
Low Density Supplement
Form SWU 105
Curb Outlet System Supplement
Form SWU 106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU 108
Neuse River Basin Supplement
Form SWU 109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3 99 Page 3 of

VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ)
A complete package includes all of the items listed below The complete application package should be
submitted to the appropriate DWQ Regional Office
1 Please indicate that you have provided the following required information by initialing In the space provided
next to each item
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management _
• Two copies of plans and specifications including
Development/Project name
Engineer and firm
Legend
- North arrow
Scale
Revision number & date
Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
Original contours proposed contours spot elevations finished floor elevations
Details of roads drainage features collection systems and stormwater control measures
Wetlands delineated or a note on plans that none exist
Existing drainage (including off site) drainage easements pipe sizes runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VII AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf please complete this section
Designated agent (individual or firm) Norris, Kuske, & Tunstall Consulting Engineers, Inc
Mailing Address
902 Market St
City Wilmington State NC
Phone ( 910 ) 343-9653 Fax (
VIII APPLICANT S CERTIFICATION
Zip 28401
I (print or type name of person listed In General Information item 2) Art Keves
certify that the information Included on this permit application form is to the best of my knowledge correct and
that the project will be constructed In conformance with the approved plans that the required deed restrictions
and protective covenants will be recorded and that the proposed project complies with the requirements of 15A
NCAC 2H 1000
Signature S-Viu7 Date
Form SWU-101 Version 3 99 Page 4 of 4

JUN-24-2008 TUE 12 36 PM NCDENR FAX NO 9103502004 P 02
_-____--—__---_---_- M,chacl r Pasley, Govan,
---- _~^� William Rass lr SeaeNry
I jiCSOUT=
North Carolmo Dcpartrnent of EnvtTMMt nt and Alm
Alan W IU"'k P C r)UcctoT
DrvtsTon of Water Quality
November 7, 2006
Mr Arthur Kepes, Manager
Leland Retall Investments, LI_C
2361 South Centennial Drive
29803
Aiken, SC
Perini WestgateelandLeland 50316 Modification
Subject Stormwater
Wal-Mart at
High Density Subdivision Project
Brunswlck County
Dear Mr Kepes Management Permit , Plans
The Wilmington Regional Office received a complete Stomwater
j with the
ff review of the
ect, as proposed, will comply Application for Wal-Mad dat eterminedthatthe prof te Leland on November
We are006 forward forwarding Permit No
and specifications has ro ect, Wal-
Stomwater Regulations set forth In Title 15A N2006, for the construction of the p J
SW8Mart a050316 t Westgate Lelandion, dated November 7,
specified therein Please pay special attent10uate
This permit shall be effective fromthonsan to
as spte of issuance until November lu eo establ sh an adeq e
subject to the conditions a requirements m this permit F will result in
the Operation and Maintenance
system for operation and maintenance of the stormwater managementsystem
future compliance problems portion of the property
Please be aware that prior to the sale or transfer of ownership of any
6 of
Management Permit SW8 050316) In addition, each outparcel or future
deed restrictions and covenants must be recorded (see
the oterm+ttee must obtain State a separate
stormwater
construction on the lot
development area whose ownership is not Permit
retained y
Offsite State Stomwater Management Permit prior to any permit are unacceptable, you have
If any parts, requirements, or limitations contained in this p
the right to request an adjudicatory hearing upon written request f a thirty pets days Of
ce
following receipt of this permit This request must be +n the form of a writfiled ten petitiothe n,
conforming to Chapter 150E of the
aw °27 Carolina ale gh, NCl27611 7447Statutes,dUn essisuch demands
Administrative Hearings, P O
44
are made this permit shall be final and binding
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tur,
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_. __.ice ie Vmwf�un Ailm E,noloYof-50% RaCycledll�%Posl CoRsOmeT PdPef
127 Cardinal DnVC Fxten510n Wtlmmgton, NC 2"05
Intcmc, ate
Phone [phone] C"Mmer service
Fax [phone](10'1 I-d77 623 6748

JUN-24-2008 TUE 12 36 PN NCDENR FAX NO, 9103502004 P. 03
If you have any questions, or need additional information concerning this matter, please
contact Rhonda Hall, or me at [phone]
Sincerely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB1rbh S \WQS\STORMWATER\PERMIT\050316 Mod nov06
cc Gray Engineering Consultants, Inc
Brunswick County Inspections
Division of Coastal Management
Rhonda Hall
Wilmington Regional Office
Central Files
Page 2 of 11

State Stormwater Management Systems
Permit No SW8 050316 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Arthur Kepes and Leland Retail Investment, LLC
Wal-Mart at Westgate Leland
Brunswick County
FOR THE
construction, operation and maintenance of two wet detention ponds and
construction of impervious areas with runoff to be treated in an offsite permitted
stormwater facility in compliance with the provisions of 15A NCAC 2H 1000
(hereafter referred to as the "stormwater rules') and the approved stormwater
management plans and specifications and other supporting data as attached and on
file with and approved by the Division of Water Quality and considered a part of this
permit The stormwater runoff from a portion of the site (0 75 acres - DA 3) will be
routed to a wet detention pond operated and maintained by Summer Tree
Developers, Inc under the terms and conditions set forth in Permit No SW8
990807
This permit shall be effective from the date of issuance until November 7, 2016 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 The stormwater system has been approved for the management of onsite
stormwater runoff as described in Section 16 on page 4 Pond 1 has been
designed to handle the runoff from 858,132 square feet of built -upon area and
Pond 2 has been designed to handle the runoff from 317,076 square feet of built -
upon area The offsite runoff associated with this project has been approved to
be discharged into a stormwater management system permitted under SW8
990807, as described in Section 17 on page 5 of this permit
3 The built -upon area allotted to this development by Stormwater Management
Permit No SW8 990807 is 97,008 square feet (85% of lot area [Lots 8 &9])
This project proposes 5,663 square feet
Page 3 of 11

State Stormwater Management Systems
Permit No SW8 050316 Modification
4 Approved plans and specifications for this protect are incorporated by reference
and are enforceable parts of the permit
5 Each parcel or future development area within the subdivision whose ownership
is not retained by the permittee, must submit a separate Offsite
Stormwater
Management Permit application package to the Division of Water Quality and
receive a permit prior to any construction on the lot
6 The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times
Pond 1
Pond 2
a Drainage Area, acres
238
99
Onsite, ft2
1,036,728
431,244
Offsite, ft2
None
None
b Total Impervious Surfaces, ft2
858,132
317,076
Buildings, ft
47,700
203,818
Streets, ft2
21,780
0
Parking, ft2
546,196
78,408
Sidewalks, ft2
34,850
34,850
Outlot 1
45,999
0
Outlot 2
44,954
0
Outlot 3
45,302
0
Outlot 4
45,651
0
Gas Oultot
25,700
0
c Pond Depth, feet
65
8
d TSS removal efficiency
90
90
e Design Storm, inches
1
1
f Permanent Pool Elevation, FMSL
155
160
g Permitted Surface Area @ PP, ft2
43,429
20,840
In Permitted Storage Volume, ft3
92,276
42,957
1 Storage Elevation, FMSL
175
178
t Controlling Orifice
3"O pipe
2"0 pipe
k Permanent Pool Volume, ft3
180,740
49,987
1 Forebay Volume, ft3
39,850
11,681
m Maximum Fountain Horsepower
3/4
1/6
n Receiving Stream
Jackeys Creek
Jackeys Creek
o River Basin
Cape Fear
Cape Fear
p Stream Index Number
18-77-3
18-77-3
q Classification of Water Body
C, Sw
C, Sw
Page 4 of 11

State Stormwater Management Systems
Permit No SW8 050316 Modification
Lots 8 and 9 have offsite drainage to a permitted wet detention pond (SW8
990807) Lots 8 and 9 have a total permitted drainage area of 114,127 sq ft
(2 62 ac) and are limited by this permit SW8 050316 to total impervious
surfaces of 5,663 square feet (0 13 acres) or 5% The following wet detention
pond design criteria from Permit No SW8 990807 are listed for reference
purposes
Desion Criteria
a Drainage Area, acres
Onsite, ft2
Offsite, ft2
b Total Impervious Surfaces, ft2
c Design Storm, inches
d Pond Depth, feet
e TSS removal efficiency, %
f Permanent Pool Elevation, FMSL
g Permanent Pool Surface Area, ft2
h Permitted Storage Volume, ft3
1 Temporary Storage Elevation, FMSL
j Controlling Orifice
k Permitted Forebay Volume, ft3
1 Receiving Stream/River Basin
m Stream Index Number
n Classification of Water Body
o Max horsepower for a fountain
II SCHEDULE OF COMPLIANCE
Permitted Pond, SW8 990807
193
840,708
none
635,976 (12 lots, 85% BUA ea )
10
75
90
90
26,530
57,110
11 0
30
10,000
Jackeys Creek / Cape Fear
18-77-3
C, Sw
Decorative fountains not allowed
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division
2 The permittee is responsible for verifying that the proposed built -upon area for
the entire lot does not exceed the maximum allowed by this permit Once the lot
transfer is complete, the built -upon area may not be revised without approval
from the Division of Water Quality, and responsibility for meeting the built -upon
area limit is transferred to the individual property owner
3 If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built -upon area Any approvals given by the Board do not relieve the homeowner
of the responsibility to maintain compliance with the permitted BUA limit
4 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 the approved plans, regardless of size
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area
Page 5 of 11

State Stormwater Management Systems
Permit No SW8 050316 Modification
Further subdivision, acquisition, 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
Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
The Director may determine that other revisions to the project should require a
modification to the permit
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
The runoff from the permitted built -upon area must be directed into the permitted
stormwater system
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
9 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
10 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
11 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
12 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
13 Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual
14 The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function 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 side slopes
d Immediate repair of eroded areas
Page 6 of 11

State Stormwater Management Systems
Permit No SW8 050316 Modification
e Maintenance of side slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of structures, orifice, catch basins and
piping
g Access to all components of the system must be available at all times
15 Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ The records will indicate the date,
activity, name of person performing the work and what actions were taken
16 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
17 Prior to the sale of any lot, the following deed restrictions must be recorded
a The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 050316, as issued by
the Division of Water Quality under NCAC 2H 1000
b The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit
c These covenants are to run with the land and be binding on all persons and
parties claiming under them
d The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division of
Water Quality
e Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality
f The maximum built -upon area for the outparcel(s) or future development
area shown on the approved plan is as follows
Description of Area QUA (ftz)
Future Lease Area
25,701
Outlot 1
45,999
Outlot 2
44,954
Outlot 3
45,302
Outlot 4
45,651
This allotted amount includes any built -upon area constructed within the lot
property boundaries, and that portion of the right-of-way between the front lot
line and the edge of the pavement Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking,
or the water surface of swimming pools
Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations
The runoff from all built -upon area within the outparcel or future development
area must be directed into the permitted stormwater control system
Built -upon area in excess of the permitted amount will require a permit
modification
The connection from the outparcel's collection system into the stormwater
control shall be made such that short-circuiting of the system does not occur
Page 7 of 11

State Stormwater Management Systems
Permit No SW8 050316 Modification
For those outparcels or future development areas whose ownership is not
retained by the permittee, the new owner shall submit a separate Offsite
Stormwater Management Permit application to the Division of Water Quality
and receive a permit prior to any construction on the lot
18 A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds
19 Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel The facility must be in compliance with all permit conditions Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer Records of maintenance activities performed to date will be
required
20 Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria
a The fountain must draw its water from less than 2' below the permanent
pool surface
b Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond
c The falling water from the fountain must be centered in the pond, away frorr
the shoreline
d The maximum horsepower for the fountain's pump is based on the
permanent pool volume The maximum pump power for a fountain in Pond
#1 and Pond #2 is 314 and 1/6 horsepower, respectively
21 Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools
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 there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan The
protect must be in good standing with DWQ 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 of the terms and conditions
of this permit until such time as the Director 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) which have jurisdiction
Page 8 of 11

State Stormwater Management Systems
Permit No SW8 050316 Modification
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 permit maybe 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
7 Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours
8 The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days
9 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
Permit issued this the 7t' day of November, 2006
NORTH C OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W Klimek, P E , Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 050316 Modification
Page 9 of 11

JUN-24-2008 TUE 12 39 PM NCDENR FAX N0, 9103502004 P 11
state Stormwater Management Systems
Permit No SW8 050316 Modification
Wal-Mart at Westgate Leland Page 1 of 2
Stormwater Permit No SW8 050316 Modification
Brunswick County
Designer's Certification
i, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications
Signature
Registration Number
Date
SEAL
Page 10 of 11

JUN-24-2008 TUE 12'39 PM NCDENR FAX NO, 9103502004 P 12
Certification Requirements'
State Stormwater Management Systems
Permit No SW8 050316 Modrication
Page 2 of 2
1 The drainage area to the system contains approximately the permitted
acreage
2. The drainage area to the system contains no more than the permitted
amount of built -upon area
3 All the built -upon area associated with the project is graded such that the
runoff drains to the system
4 All roof drains are located such that the runoff is directed into the system
5 The outlet/bypass structure elevations are per the approved plan
6 The outlet structure is located per the approved plans
7 Trash rack is provided on the outlet/bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 Required drawdown devices are correctly sized per the approved plans
13 All required design depths are provided
14 - All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter
15 The required dimensions of the system are provided, per the approved
plan
cc NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Paae 11 of 11

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
F%6- - dlo
lgqono f>IG,R
0SC)312M
— O v 6 State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may he photocopied for use as an original
I GENERAL INFORMATION
I Applicants name (specify the name of the corporation individual etc who owns the project)
Leland Retail Investments, L L C
>a
RECEIVED
OCT 3 12006
2 Print Owner/Signing Official s name and title (person legally responsible for facility and compliance)
Arthur Kepes, VP of WRS Realty, Inc, Manager of the Applicant
3 Mailing Address for person listed in Item 2 above
2361 South Centennial Drive
Citv Aiken
Telephone Number ( 803 )649-1411
State SC
Zip 29803
4 Project Name (subdivision facility or establishment name - should be consistent with project name on plans
specifications letters operation and maintenance agreements etc)
Proposed Retail Shopping Center, Leland, NC
5 Location of Project (street address)
One mile south of intersection of Hwy 74 and Hwy 17
City Town of Leland County Brunswick County
6 Directions to project (from nearest major intersection)
One mile south of intersection of Hwy 74 and Hwy 17, at West Gate Drive and New Point Blvd
7 Latitude 34 208 N
Longitude 780257 W
of project
8 Contact person who can answer questions about the project
Name David Graffius, Gray Engineering Telephone Number (864 )297 3027
II PERMIT INFORMATION
1 Specify whether project is (check one) New Renewal X Modification
Form SWU 101 Version 3 99 Page 1 of 4

2 If this application is being submitted as the result of a renewal or modification to an existing permit list the
existing permit number SW8 050316 and its issue date (if known) 04-22-05
3 Specify the type of project (check one)
_Low Density X High Density _Redevelop _General Permit _Other
4 Additional Project Requirements (check applicable blanks)
_CAMA Major X Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877 623-6748
III PROJECT INFORMATION
1 In the space provided below summarize how stormwater will be treated Also attach a detailed narrative
(one to two pages) describing stormwater management for the project
Two permanent on -site wet detention ponds will provide permanent water quality and detain the 2, 10 and
25-year storm events The full Stormwater Management and Sedimentology Report is attached
2 Stormwater runoff from this project drains to the Cape Fear
3 Total Project Area 3730 acres
5 How many drainage areas does the project haves 3
River basin
4 Project Built Upon Area 727 %
6 Complete the following information for each drainage area If there are more than two drainage areas in the
project attach an additional sheet with the information for each area provided in the same format as below
Basin Information
Drainage Area I
Drainage Area 2
Receiving Stream Name
Jackeys Creek
Jackeys Creek
Receiving Stream Class
C, Sw
C, Sw
Drainage Area
9 9 Acres 075
Existing Impervious Area
0 Acres nrr 0
Proposed Impervious Area
19 7 Ac
7 3 Acres 17 1
% Impervious' Area (total)
0
74%
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
47,700 SF 1 095 AC
203,818 SF 4 7 AC
On -site Streets
21 780 SF 0 5 AC
0 SF 0 AC
On site Parking
546,196 SF 12 539 AC
78 408 SF 1 8 AC
On -site Sidewalks
34,850 SF AC
34,850 SF 0 8 AC
Other on site c 0-\5
See Attached
207,606 SF 4 766 AC
0 SF 0 AC
Off -site
0 SF 0 AC
0 SF 0 AC 013
Total 858,132 SF 19 7 Acres
Total 31 TO7 SF 7 3 Acres 0131
Impervious area is defined as the built upon area including, but not limited to buildings roads parking areas
sidewalks gravel areas etc
"Off -site drainage to detention pond (Stormwater Permit #990807) from Lots No 8 and No 9
Form SWU-101 Version 3 99
Page 2 of 4
Area D I**
Jackeys Creek
C, Sw
\C 32 670 SF
�C 0 SF
NC 5,663 SF
17%
Area D1**
1C 5,663SF
4C 5,663 SF

7 How was the off site impervious area listed above derived?
The off -site area was determined from existing conditions and USGS topographic and aerial photographic
information
IV DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions outparcels and future development prior to the sale of any lot If lot sizes vary significantly a table
listing each lot number size and the allowable built -upon area for each lot must be provided as an attachment
I The following covenants are Intended to ensure ongoing compliance with state stormwater management permit number
SW8 050116 as issued by the Division of Water Quality These covenants may not be
changed or deleted without the consent of the State
2 No more than See Attachment A square feet of any lot shall be covered by structures or Impervious materials
Impervious materials include asphalt gravel concrete brick stone slate or similar material but do not Include wood
decking or the water surface of swimming pools
3 Swales shall not be filled in piped or altered except as necessary to provide driveway crossings
4 Built upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction
5 All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system These connections to the stormwater control system shall be performed in a manner that maintains the Integrity
and performance of the system as permitted
By your signature below you certify that the recorded deed restrictions and protective covenants for this project
shall Include all the applicable Items required above that the covenants will be binding on all parties and persons
claiming under them that they will run with the land that the required covenants cannot be changed or deleted
without concurrence from the State and that they will be recorded prior to the sale of any lot
V SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms
Form SWU 102
Wet Detention Basin Supplement
Form SWU 103
Infiltration Basin Supplement
Form SWU 104
Low Density Supplement
Form SWU 105
Curb Outlet System Supplement
Form SWU 106
Off -Site System Supplement
Form SWU-l07
Underground Infiltration Trench Supplement
Form SWU 108
Neuse River Basin Supplement
Form SWU 109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3 99 Page 3 of

VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ)
A complete package includes all of the items listed below The complete application package should be
submitted to the appropriate DWQ Regional Office
1 Please indicate that you have provided the following required Information by initialing in the space provided
next to each item
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications Including
Development/Project name
- Engineer and firm
Legend
- North arrow
- Scale
Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
Original contours proposed contours spot elevations finished floor elevations
Details of roads drainage features collection systems and stormwater control measures
Wetlands delineated or a note on plans that none exist
- Existing drainage (including off site) drainage easements pipe sizes runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII AGENT AUTHORIZATION
If you wish to designate authority to another Individual or firm so that they may provide Information on your
behalf please complete this section
David I Graffius, P E , Gray Engineering Consultants, Inc
Designated agent (individual or firm).
Mailing Address 132 Pilgrim Road
City
Greenville
Phone (864 ) 297-3027
VIII APPLICANTS CERTIFICATION
. State SC Zip 29607
Fax ( 864 ) 297-5187
Arthur Kepes
I (print or type name of person listed in General Information item 2)
certify that the information included on this permit application form is to the best of my knowledge correct and
that the project will be constructed In conformance with the approved plans that the required deed restrictions
and protective coven nts will b ecor d and that the proposed project complies with the requirements of 15A
NCAC 2H 1000 VSignature�J
V �Sj&V"' Date / v+i VkJ
Form S WU 101 Version 3 99 Page 4 of 4

Permit No SW () cl C)o
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an onginal
DWO Stormwater Management Plan Review
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details
I PROJECT INFORMATION
Project Name Proposed Retail Shopping Center, Leland, NC
Contact Person David j Graffius Phone Number (864 ) 297-3027
For projects with multiple basins, specify which basin this worksheet applies to Pond No 1
elevations
Basin Bottom Elevation 90 ft (floor of the basin)
Permanent Pool Elevation 15 5 R (elevation of the orifice)
Temporary Pool Elevation 175 ft (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 43429 sq ft (water surface area at the orifice elevation)
Drainage Area 238 ac (on -site and off -site drainage to the basin)
Impervious Area 197 ac (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 180,740 cu ft (combined volume of main basin and forebay)
Temporary Pool Volume 92,276 cu ft (volume detained above the permanent pool)
Forebay Volume 39,850 cu ft (approximately 20% of total volume)
Other parameters
SAIDAI 4 18* (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 3 in (2 to 5 day temporary pool draw -down required)
Design Rainfall 1 in
Design TSS Removal 2 90 % (minimum 85% required)
*Used Coastal Table 90% TSS
Fom SWU-l02 Rev 3 99 Page 1 of 4

Footnotes
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth Linear interpolation should be employed to determine the correct value for non-
standard table entries
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90%TSS removal The NCDENR BMP manual provides design tables for both 85%TSS removal and 90%TSS removal
II REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N C Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section 15 A NCAC 2H 1008
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below If a requirement has not been met, attach justification
Applicants Initials
DJG*1 a
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet)
DIG b
The forebay volume is approximately equal to 20% of the basin volume
DIG c
The temporary pool controls runoff from the design storm event
DIG d
The temporary pool draws down in 2 to 5 days
Not Required, DJG e
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
DIG f
The basin length to width ratio is greater than 3 1
DIG g
The basin side slopes above the permanent pool are no steeper than 3 1
DIG h
A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
DIG i
Vegetative cover above the permanent pool elevation is specified
DIG I
A trash rack or similar device is provided for both the overflow and orifice
DIG*2 k
A recorded drainage easement is provided for each basin including access to nearest right-
of-way
DIG l
If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin
DJG*3 in
A mechanism is specified which will dram the basin for maintenance or an emergency
* 1 Averaee Deoth = 6
5 feet Allowed per Coastal Table
*2 Pond No 1 is on -site with full access from public roadways
*3 Owner will um and to dram for maintenance or an emer ency
III WET DETE�PiTION BASIN OPERATION AO MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided
This system (check one) 0 does )0 does not incorporate a vegetated filter at the outlet
This system (check one) 0 does )0 does not incorporate pretreatment other than a forebay
Form S WU 102 Rev 3 99 Page 2 of 4

Maintenance activities shall be performed as follows
After every significant runoff producing rainfall event and at least monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed
2 Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
3 Inspect and repair the collection system (i a catch basins, piping, swales, riprap, etc ) quarterly to maintain
proper functioning
4 Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below) Removed sediment shall be disposed of
in an appropriate mariner and shall be handled in a manner that will not adversely impact water quality (i e
stockpiling near a wet detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments
When the permanent pool depth reads 5 0
When the permanent pool depth reads 4 0
Sediment Re oval El 11 5--- -
Bottom Ele ation 10 0
FOREBAY
feet in the main pond, the sediment shall be removed
feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 15 5
Sediment Removal Elevation 10 5 75%
Bottom Elevation 9 0 f 25%
MAIN POND
5 Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These
plants shall be encouraged to grow along the vegetated shelf and forebay berm
6 If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency dram shall be minimized to the maximum extent practical
Forth SWU 102 Rev 3 99 Page 3 of 4

7 All components of the wet detention basin system shall be maintained in good working order
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party
Print name Arthur
Title VP of WRS Realty Inc, Manager of the Applicant
Address 2361 South Centennial Drive, iken, SC 29803
Phone
Date
Note The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president
I, 11SSi _, a Notary Public for the State otL TV I C&OIai�
County of �do�h}erreby certify thatIfi U'(T(�
personally appeared before me this atu _ day of MQ ck) fl��[Z✓S,l�; and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witness my hand and official seal,
SEAL
MYCOffM* "&Olr®s
My commission expires J111144 201q
Form SWU 102 Rev 3 99 Page 4 of 4

J Phillip Noms, P E
NORRIS, KUSKE & TUNSTALL John S Tunstall P E John A Kuske, III, P E
Kent P Harrell, P E James T Pyrtle, P E
CONSULTING ENGINEERS, INC. Philip Bevllacqua, P E J A Kuske, P E
902 Market Street • Wilmington, NC 284014733 • Phone [phone] • Fax [phone]
E-Mad offtce@nkteng com
LETTER OF TRANSMITTAL
To Rhonda Hall
Date November 6, 2006
Job No 05215
NC DENR
Subject Cooperative Bank
Leland, NC
WE ARE SENDING YOU VIA HAND DELIVER
❑ ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ® PRINTS ❑ TRACINGS
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
❑
FAX TRANSMITTAL NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910-343-9653 If you have any dtfficulty
receiving this message
COPIES
DATE
NO
DESCRIPTION
2
10-17-06
C1
Grading, Drainage & Erosion Control
2
10-17-06
C2
Layout Plan
2
10-17-06
C3
Utility Plan
2
10-17-06
C4
Details & Notes
® AS REQUESTED
❑ FOR YOUR USE
❑ FOR REVIEW AND COMMENT ❑ FOR APPROVAL
❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS
cc David Michael / Clancy & Theys SIGNED J Phillip Norris, P E / asn
(Transmittal Only)
CONFIDENTIAL AND PRIVILEGED Information contained in this document is privileged and confidential intended for the sole use of the
addressee If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination
distribution or copying of this document is strictly prohibited If you have received this document in error please immediately notify the sender and
return to the address above

Me
CLANCY
' &THEY
CONSTRUCTIONOOMP CEIVE
GENERAL CONTRALTO S
SUITEONE 2250 SHIPYARD BLVDNOV 0 1 7nn5
PO BOX4189 WILMINGTON NC2840
[phone]
;A1
X1,41.7 ' IeOo.214 /7/4 //
GENTLEMEN
WE ARE SENDING YOU ❑ Attached
❑ Drawings Prints
❑ Copy of letter ❑ Change order
RMw W 4r nOMOOM0
ATTENTION
❑ Under separate cover via _
❑ Plans ❑ Samples
JOB
_ the following Items
❑ Specifications
COPIES
DATE
NUMBER
DESCRIPTION
THESE ARE TRANSMITTED as checked below
❑ For approval
❑ For your use
�As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due
❑ Prints returned after loan to us
19
REMARKS /i^ 1; 4G Z-r s110'2' �
SIGNED WX
It enclosures are not as noted kindly notify us at once

SEP 20 2006 2 39PM NCDENR WIPO NO 293 P 2
i6�f9
INFORMATION PERTAINING TO DEED RESTRICTIONS
AND PROTECTIVE COVENANTS
In accordance with Title 15 NCAC 2H 1000, the Coastal Stormwater Management
Regulations, deed restrictions and protective covenants are required for high Density
Developrn®nts with Outparcels where ouparcel lots will be subdivided and sold Deed
restrictions and protective covenants are necessary to ensure that the development maintains
a "built -upon" area consistent with the design criteria used to size the stormwater control
facility The following deed restrictions and covenants must be recorded prior to the sale of any
outparcel
The following covenants are Intended to ensure ongoing compliance with State
Stormwater Management Permit NumberZws 0503I6 as issued by the Division
of Water Quality under NCAC 2H,1000
2 The State of North Carolina is made a beneficlary of these covenants to the extent
necessary to maintain compliance with the stormwater management permit
3 These covenants are to run with the land and be binding on all persons and parties
claiming under them
4 The covenants pertaining to stormwatermay not be altered or rescinded without the
express written consent of the State of North Carolina, Division of Water Quality
5 Alteration of the drainage as shown on the approved plan may not take place without
the concurrence of the Division of Water Quality
d The maximum built -upon area for the outparcel(s) or future development area shown on
the approved plans is as follows Outlotill 45 999 36 SF
Outlot #2 44 953 92 SF
Outparcel # BUA (1tz) Outlot #3 45 302 40 SF
See Listing to Rieht _ Outlot #4 45,650 88 SF
Gas Outlot 25,700 40 SF
These anotted amounts fr►t:lude any built -upon area constructed within the property
boundaries, and that portion of the nght-of-way between the lot lines and the edge of
the pavement Built upon area Includes, but is not limited to, structures, asphalt,
concrete, gravel, buck, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools
T The runoff from all built -upon area within the outparcel or future development area must
be directed into the permitted stormwater control system
8 Built -upon area in excess of the permitted amount will require a permit modification
8 The connection from the outparcet's collection system into the stormwater control shall
be made such that short-circuiting of the system does not occur
10 For those outparcels or future development areas whose ownership is not retained by
the permittee, the new owner shelf submit a separate offsde stormwater permit
application to the Division of Water Quality and receive a permit pnor to construction

Notification for "Cooperative Bank OP @Westgate Wal-Mart
Subject Notification for "Cooperative Bank OP @Westgate Wal-Mart"
From "Phil Norris / Norris, Kuske & Tunstall Engineers" <pnorns@nkteng com>
Date Mon, 16 Oct 2006 08 41 53 -0400
To Linda Lewis <hnda lewis@ncmail net>
The message you sent on Fri, 13 Oct 2006 10 50 42 -0400 regarding "Cooperative Bank
OF @Westgate Wal-Mart " has been displayed by Phil Norris / Norris, Kuske &
Tunstall Engineers
Reporting-UA QUALCOMM Windows Eudora Version 6 0 1 1
Final -Recipient rfc822 <pnorris@nkteng com>
Original -Message -ID <452FA7C2 3060301@nc,nail ❑et>
Disposition manual-action/MDN-sent-manually, display
Part 1 21� Content -Type message/disposition-notification
I of I to/16/2006 8 54 AM

Cooperative Bank OP @Westgate WaI-Mart
Subject Cooperative Bank OP @Westgate Wal-Mart
From Linda Lewis <Iinda lewis@ncmail net>
Date Fri, 13 Oct 2006 10 50 42 -0400
To Phil Norris <pnorris@nkteng com>
CC Amy Norris <anorris@nkteng com>
Phil
The owners of the Wal-Mart have decided that they want each outparcel to have it's
own offsite permit because it is the Division's understanding that they intend to
sell off the OP's within a year You can talk to Art Kepes for more information
Linda
I of 1 10/13/2006 10 52 AM

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SHOPPES AT WEST GATE
LELAND, NORTH CAROLINA T ➢c� 17
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RETAIL S.TE DATA.
TOTAL FLOORAREA MaI68.i
SHOP SITE EVA.
TOTAL FLOOR AREA./6.`.AO 5 E
ACREAGE SUWAPY.
OUTLOTS •b S%ACRE6

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October 30, 2006
VIA: FEDERAL EXPRESS, [phone]
Ms. Rhonda Hall
NCDENR
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Stormwater Management Permits - Leland NC.
Dear Ms. Hall,
Enclosed please find 3 signed Stormwater Management Permit Applications
information pertaining to Deed Restrictions, and a check in the amount of
$4,000.00 for Leland, NC.
Sincerely,
(3�— V&
WRS Inc.
Judith L. Long
Administrative Assistant
803-502-2232
Enclosures as stated
CC: Art Kepes
File
RECEIVED
Tel: [phone] • Fax: [phone]
2361 South Centennial Ave. • Aiken, SC 29803 • P.O. Box 7339 • Aiken, SC 29804
www.wrsrealty.com

October 31, 2006
VIA: FEDERAL EXPRESS, [phone] RECEIVED
Ms. Rhonda Hall
NCDENR
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Stormwater Management Permits - Leland NC.
Dear Ms. Hall,
At the request of Chris Stover, I have enclosed 3 Stormwater Management Permit
Application Forms for Leland, NC signed by Art Kepes.
Sincerely,
WRS c.
Judith L. Long
Administrative Assistant
803-502-2232
Enclosures as stated
CC: Art Kepes
File
Tel: [phone] • Fax: [phone]
2361 South Centennial Ave. • Aiken, SC 29803 • P.O. Box 7339 • Aiken, SC 29804
www.wrsrealty.com

GRAY ENGINEERING
CONSUL T A N T S, INC.
TO:
NCDENR
WILMINGTON REGIONAL OFFICE
127 CARDINAL DRIVE EXTENSION
WILMINGTON, NC 28405
LETTER OF TRANSMITTAL
From: Chris Stover (ext. 27)
DATE: 11/2/2006 1:56 PM G.E.C. JOB#: 240073-WM
RE:
RETAIL SHOPPING CENTER
LELAND, N.C.
i
SHOP DRAWINGS
PLANS
SOIL RESULTS
X LETTER
SUBMITTALS
SPECITCATIONS
COST ESTIMATE
SEE DETAIL
PRINTS
ATTACHED
CALCULATIONS
DISK(S)
UNTIED STATES MAIL
OVERMGBT-NEXT AFTERNOON
BY HAND
OVERNIGHT -NEXT MORNING
I X
2NDDAY DELIVERY
I
I COURIER SERVICE
PRELIMINARY REVIEW &. COMMENT
FOR APPROVAL
APPROVED AS SUBT.
X
FOR YOUR USE
FOR CONSTRUCTION
BID DOCUMENTS
APPROVED AS NOTED
FOR FIELD USE
AS REQUESTED
PERMIT
REVISE & RESUBMrr
1]1I110II&I I]IN
REMARKS:
RHONDA,
THIS PACKAGE IS BEING SENT TO YOUR ATTENTION PER OUR CONVERSATION AND EMAIL. IF
YOU HAVE ANY QUESTIONS OR NEED MORE INFORMATION, PLEASE GIVE ME A CALL.
DISTRIBUTION: DISTRIBUTION:
FILE: 240073 SIGNED:
132 Pilgrim Road • Greenville, S.C. 29607-5702
Phone [phone] • Fax [phone]