SW8050316_HISTORICAL FILE_20050422

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 0316
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
Ly HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
d005 0419,2
YYYYMMDD

J
r
y
T
April 22, 2005
Michael F Easley Governor
William G Ross Jr Secretary
North Carolina Department of Environment and Natural Resources
Mr Arthur Kepes, Manager
Leland Retail Investment, LLC
2361 South Centennial Drive
Aiken, SC 29803
Subject Stormwater Permit No SW8 050316
Proposed Retail Shopping Center, Leland, NC
High Density Project
Brunswick County
Dear Mr Kepes
Alan W Klimek P E Director
Division of Water Quality
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for a Proposed Retail Shopping Center, Leland, NC on April 22, 2005 - Staff review
of the plans and specifications has determined that the protect, as proposed, will comply with
the Stormwater Regulations set forth in Title 15A NCAC 2H 1000 We are forwarding Permit
No SW8 050316 dated April 22, 2005, for the construction of the subject project
This permit shall be effective from the date of issuance until April 22, 2015, 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 adtudicatory 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, P O Drawer 27447, Raleigh, NC 27611-7447 Unless such demands
are made this permit shall be final and binding
If you have any questions, or need additional information concerning this matter, please
contact Paul Bartlett, or me at [phone]
Sincerely,
Ed Beck
Acting Regional Supervisor
Surface Water Protection Section
ENB/ptb S \WQS\STORMWATER\PERMIT\050316
cc Gray Engineering Consultants, Inc
Delaney Aycock, Brunswick County Building Inspections
Division of Coastal Management
Paul T Bartlett, P E
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Dnve Extension Phone [phone] Customer Services 877-623 6748 One
Wilmington Regional Office Wilmington NC 284053845 FAX [phone] Internet h2o em state nc us North Carolina
An Equal Opportunity/Affirmative Action Employer — 50 % Recycledll0°/ Post Consumer Paper 117aturally

State Stormwater Management Systems
Permit No SW8 050316
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
Arthur Kepes and Leland Retail Investment, LLC
Proposed Retail Shopping Center, Leland, NC
Brunswick County
FOR THE
construction, operation and maintenance of two wet detention ponds 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
This permit shall be effective from the date of issuance until April 22, 2015, and shall be
subject to the following specified conditions and limitations
I DESIGN STANDARDS
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 6 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 1,110,780 square feet of
impervious area
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans The built -upon area for the future
development is limited to 1,110,780 square feet
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 all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system
Page 2 of 8

State Stormwater Management Systems
Permit No SW8 050316
The following design criteria have been provided in the wet detention ponds and
must be maintained at design conditions
Design Criteria
Pond #1
Pond #2
a Drainage Area acres
Onsite ft2
Offsite ft2
21 6
938 718
none
105
457,380
none
b Total Impervious Surfaces ft
762 300
348,480
c Design Storm inches
1 0
1 0
d Pond Depth, feet
65
80
e TSS removal efficiency, %
90
90
f Permanent Pool Elevation, FMSL
155
160
Permanent Pool Surface Area ft
37 172
20,779
h Permitted Storage Volume, ft
80 217
42,984
i Temporary Storage Elevation FMSL
175
178
Controlling Orifice
30
20
k Permitted Forebay Volume ftj
40 410
9 899
I Receiving Stream/River Basin
Jacke s Creek / Cape Fear
m Stream Index Number
18-77-3
n Classification of Water Body
C, SW
o Max horsepower for a fountain
1/2
1/6
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 71,003 sq ft (1 63 ac) or 62% The following wet detention pond
design criteria from Permit No SW8 990807 are listed for reference purposes
Design Criteria
Permitted Pond, SW8 990807
a
Drainage Area, acres
Onsite ft2
Offsite ft'
193
840 708
none
b
Total Impervious Surfaces ft
635,976 12 lots 85% BUA ea
c
Design Storm inches
1 0
d
Pond Depth, feet
75
e
TSS removal efficiency %
90
f
Permanent Pool Elevation, FMSL
90
Permanent Pool Surface Area ft
26 530
h
Permitted Storage Volume ft
57,110
i
Temporary Storage Elevation FMSL
11 0
Controlling Orifice
30
k
Permitted Forebay Volume, ftj
10 000
I
Receiving Stream/River Basin
Jacke s Creek / Cape Fear
m
Stream Index Number
18-77-3
n
Classification of Water Body
C SW
o
Max horsepower for a fountain
Decorative fountains not allowed
II SCHEDULE OF COMPLIANCE
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
Page 3 of 8

State Stormwater Management Systems
Permit No SW8 050316
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 Mowin.9 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 outlet structure, orifice device, flow
spreader, catch basins and piping
q Access to the outlet structure must be available at all times
4 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
5 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
from the shoreline
d The maximum horsepower for a fountain in Pond #1 and Pond #2 is 1/2
and 1/6 horsepower, respectively
6 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
7 Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification A
modification may be required for those deviations
8 If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility
9 Access to the stormwater facilities shall be maintained via appropriate
easements at all times
Page 4 of 8

State Stormwater Management Systems
Permit No SW8 050316
10 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, lease or sale of all or part of the project
area The protect area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
11 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
12 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
13 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
III GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate
The approval of this request will be considered on its merits and may or may not
be approved The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request
2 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
3 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
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
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
Page 5 of 8

State Stormwater Management Systems
Permit No SW8 050316
6 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
7 Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
8 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days
Permit issued this the 22th day of April 2005
NORTH C LINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W Klimek, P E ,Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No SW8 050316
Proposed Retail Shopping Center
Stormwater Permit No SW8 050316
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 is included in the Certification
Noted deviations from approved plans and specification
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No SW8 050316
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 protect is graded such that the
runoff drains to the system
4 All roof drains are located such that the runoff is directed into the system
5 The outlet/bypass structure elevations are per the approved plan
6 The outlet structure is located per the approved plans
7 Trash rack is provided on the outlet/bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 Required drawdown devices are correctly sized per the approved plans
13 All required design depths are provided
14 All required parts of the system are provided, such as a vegetated shelf,
and a forebay
15 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Budding Inspections
Page 8 of 8

State Stormwater Management Systems
Permit No SW8 050316
Proposed Retail Shopping Center
Stormwater Permit No SW8 050316
Brunswick Countv
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for
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 7 of 8

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

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
g o
jz� oath 00
6tJ v f-0 /
3 34/orPTb—s,yVta��- jj,i .ee o(, rxeef,/ 6 e/19
t y ttateofNorth Carolma
Depart ent of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be 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 Investment 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 State SC Zip 29803
Telephone Number ( 803 ) 649-1411
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 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
1 Specify whether project is (check one) X New Renewal Modification
Form SWU-101 Version 3 99 Page 1 of 4

412z-0, PTA - op cOtD, 2
SW6 OS03/6
2 If this application is being submitted as the result of a renewal or modification to an existing permit list the
existing permit number N/A and its issue date (if known) N/A
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
I 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 penmanent on -site %%et detention ponds will provide permanent %Niter quality and detain the 2 10 vrd
25 year storm events The full Stonnwntei Ivlmrlgenient ind Sednnentology Report is attached
2 Stormwater runoff from this project drams to the Cape Feat
3 Total Project Area 37 29
5 How many drainage areas does the project have? 3
River basin
4 Project Built Upon Area 68 %
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
216 Acres 938,718 SF
10 5 Acres 457,380 SF 235
Existing Impervmus Area
0 Acres 0 SF
0 Acres 0 SF 0
Proposed Impervious Area
17 5 Acres 762,300 SF
8 0 Acres 348,480 SF 1 63
% Impervious' Area (total)
81 %
76%
Impervious' Surface Area
Drainage Area I
Drainage Area 2
On site Buildings
41,850 SF 1 0 AC
203,818 SF 4 7 AC
On -site Streets
21,780 SF 0 5 AC
0 SF 0 AC
On site Parking
662 100 SF 15 2 AC
108,900 SF 2 5 AC
On site Sidewalks 1
34 850 SF 0 8 AC
34,850 SF 0 8 AC
Other on site
0 SF 0 AC
0 SF 0 AC
Off site
0 SF 0 AC
0 SF 0 AC 1 63
Total 762 300 SF 17 5 Acres
Total 348 480 SF 8 0 Acres 1 63
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
Area Dl"
Jackeys Creek
C, SW
AC 102 366 SF
AC OSF
AC 71,000 SF
69%
Area D1""
%C 71,000 SF
AC 71,000SF

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
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 than80% for ea outlet 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 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

,3/3o/os oi+3 lecC�
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
Please indicate that you have provided the following required information by initialing in the space provided
next to each item
Initial
• 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 Orm so that they may provide Information on your
behalf please complete this section
David I Grafflus, P E , Gray Engineering Consultants, Inc
Designated agent (individual or firm)
Mailing Address 132 Pilgrim Road
City
Greenville
Phone (864 ) 297 3027
Vill APPLICANT'S CERTIFICATION
State SC Zip 29607
Fax ( 864 ) 297-5187
I (print or type name ofperson listed In Genera! Information Item 2) Arthur Kepes
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 conforfriance with the approved plans that the required deed restrictions
and protective WAlants will be reTcled d that the proposed project complies with the requirements of 15A
NCAC 2H 1000/ h .. / 1
Signature
Form S WU 101 Version 3 99 Page 4 of 4
Date March X0" 05

Permit No Slil8 0S-03�4
(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 original
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 I Graff us 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 155 ft (elevation of the orifice)
Temporary Pool Elevation 175 ft (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 37,172 sq ft.
Drainage Area 241 ac
impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DAi
Diameter of Orifice
175 ac
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -sue and off -site drainage to the basin)
169,745 cu R (combined volume of main basin and forebay)
80,217 cu ft (volume detained above the permanent pool)
40,410 cu ft (approximately 20% of total volume)
3 5" (surface area to drainage area ratto from DWQ table)
3 in (2 to 5 day temporary pool draw -down required)
Design Rainfall I in
Design TSS Removal 2 90 % (minimum 85% required)
'Used Coastal Table 90%TSS
Form SWU 102 Rev 3 99 Page 1 of 4

Footnotes
i When using the Division SAIDA tables, the correct SAIDA 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
2 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* l a The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet)
DJG b The forebay volume is approximately equal to 201/o of the basin volume
DJG c The temporary pool controls runoff from the design storm event
DJG d The temporary pool draws down in 2 to 5 days
Not Required DJG a If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
DIG IF The basin length to width ratio is greater than 3 1
DJG g The basin side slopes above the permanent pool are no steeper than 3 1
DJG h A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
DJG i Vegetative cover above the permanent pool elevation is specified
DJG I A trash rack or similar device is provided for both the overflow and onfice
DJG*2 k A recorded drainage easement is provided for each basm including access to nearest right-
of-way
DJG 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 Avera¢e Deoth = 6 5 feet Allowed per Coastal Table
*2 Pond No I is on -site with full access from Public roadways
III WET DETLp1�TION BASIN OPERATION e en NTENANCE 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 7Q 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
1 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
b 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 manner 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 50
When the permanent pool depth reads 4 0
Sediment Re oval El I l 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 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
Form SWU 102 Rev 3 99 Page 3 of 4

4143- gory - t-'ee// I
Permit No
(to be provided by DWO
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 he photocopied for use as an original
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 PIFORINIATION
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 2
elevations
Basm Bottom Elevation 80 It (1loor of the basin)
Permanent Pool Elevation 160 ft (elevation of the orifce)
Temporary Pool Elevation _ I V1 S , ft (elevation of the discharge structure overfoN)
areas
Permanent Pool Surface Area 7-0,111 sq ft
Drainage Area 105 ac
Impervious Area 80 ac
volumes
Permanent Pool Volume 50i 01L cu ft
Temporary Pool Volume if 2,9 $Lf cu ft
Forebay Volume � 899 _ cu ft
Other parameters
SAIDAI 3 2*
Diameter of Onfice 2 in
Design Rainfall t in
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required
Design TSS Removal'- 90 % (minimum 85% required)
`Lsed Coastal Table 90% TSS
Form SWU-102 Rev 3 99 Page I of 4

Footnotes
When using the Division SAIDA tables, the correct SAIDA 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
2 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 justiflcation
Applicants Initials
DJG* I a The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet)
DJG b The forebay volume is approximately equal to 20% of the basin volume
DJG c The temporary pool controls runoff from the design storm event
DJG d
The temporary pool draws down in 2 to 5 days
Not Required, DJG a
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
DJG g
The basin side slopes above the permanent pool are no steeper than 3 1
DJG*2 h
A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
DJG i
Vegetative cover above the permanent pool elevation is specified
DJG J
A trash rack or similar device is provided for both the overflow and onfice
DJG*3 k
A recorded drainage easement is provided for each basin including access to nearest right-
of-way
DJG _ I 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*4 in A mechanism is specified which will dram the basin for maintenance or an emergency
*I Average Depth = 8 0 feet, Allowed per Coastal Table
*2 Due to site constraints, 3 1 slope ensured over shelf
HI WET DETENTION BASIN OPERATION AND 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 J@ does not incorporate a vegetated filter at the outlet
This system (check one) 0 does 70 does not incorporate pretreatment other than a forebay
Form SWU 102 Rev 3 99 Page 2 of 4
*3 Pond No 2 is on -site with full access from oublm roadways
*4 Owner will numb Dond to dram for maintenance or an emeritenev

Maintenance activities shall be performed as follows
I 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
b 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 (t a catch basms, piping, swales, nprap, 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 manner 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 6 0 feet in the main pond, the sediment shall be removed
When the permanent pool depth reads 4 5 feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
(flit m the blanks)
Permanent Pool Elevation 16 0
Sediment Re oval El 11 5 --� 75 0
__ _ Sediment Removal Elevation 10 0 75h
Bottum Ele anon 10.0 %------------------------------""-----------
Bottom --o-
Elevation 25/0
FOREBAY 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 muumtzed to the maximum extent practical
FormSWU- l02 Rev 3 99 Page 3 of 4

Mar 14 05 05 42p Hanover Design
910-343-9941 p 2
ill
!' 400
fill
01
f p!� 1 ;f gg5t� }�I 9€i� II t} � €jn ti fti •! /i%^, f....+.� ,�_ _ o
4knnu.ktitt t /a • `� b�,ily �
riN amid. ! � � ♦ � , ,
'eta.. :.")•� ppl�x{ €� (/S 'll �t ®�C�f� �4 ��w x�/.— _ `��^• ' —'`
a♦
f
� 1
ME
Ilk
3R 2
rin !
IF t
(0
Ili lit Ii i
M - 00
L1_i u41 ` i 1 iFiF
I, Is I
F "1f�i ®I y lit
L I
I F IB 15 �j ij A i1 ®
f11F1 t� 11 j�jl! h 91, fill IiiII !1
ill!}i
lfll 11P ry I
( i'yi' I "7�i ( t; lii t1 �l! ' I !�€1 II !� j� !€ ' I it !€�jl} � 1}Ili � li�►� €,f� i' i li ! 9
��I'Fliill€I ,i lil II,�t !!„€ �1 j11 ! II' i1 li

Mar 14 05 05 43p Hanover Design 910-343-9941 p 4
7 How was the off -site impervious area listed above derived? r� �I GtA r rsu t h U o Cif t[i
J
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 bsting each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
1 The followingg covenants are intended to ensure ongoing compliance with state stormwater management permit
number Li g i a h as issued by the Division of Water Quality These covenants may
not be changed or deleted without the consent of the State
8cJ %d sq [' ttr�s «
1 No more than a feat of any lot shall be covered by structures or impervious matenols
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of =mining pools
3 Swain 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 perf irmam a 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 SUPPLEMENTFORMS
The applicable state storralwater management permit supplement forms) listed below must be submutted for
each BMP specified for this project Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms
FormSWU-102 Wet Detention Basin Supplement✓
Form SWU-103 Infiltration Qasin Supplement
FormSWU-104 Low Density Supplement
Form SWU-105 Curb Outlet System Supplement
FormSWU-106 Off Site System Supplement
Form SWU-101/ Underground Infiltration Trench Supplement
Form SWU-108 Neuse Raver Basin Supplement
Form SM-109 innovative Best Management Practice Supplement
Form SWU 101 Version 3 99 Page 3 of 4

Mar 14 05 05 42p Hanover Design 910-343-9941 p 3
qoo-amr-
State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
November 16, 1999
Mr Nathan Sanders, President
Summer Tree Developers, Inc
PO Boa3167
Wilmington, NC 28406
VWWA
NCDENR
NCoMM C mo N DeMwr U= ar
EaviaoaNeNr •a0 NNvw. RrsouacC4
Subject Permit No SW8990807
West Gate
High Density Subdivision Stormwater Project
Brunswick County
Dear Mr Sanders
The WilmmgtonRegional Office received a complete Stomrwater Management Pemirt Application forWest Gate on October
6, 1999 Staff review of the plans and specifications has determined that the project, as proposed, will comply with the
Stomrwater Regulations set forth in Title 15A NCAC 2H 1000 We are forwarding Permit No SW8 990807, dated
November 16, 1999, for the construction of the project, West Gate
This pernut shall be effective from the date of issuance until November 10, 2009, and shall be subjeetto the conditions and
limitations as specified therein Please pay special attention to the Operation and Maintenance requirements in this permit
Failure to estabbsh 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
adjudwatory hearing upon written request within thirty (30) days following receipt of tins permit This request must be in
the form of awnttenpetition, conforming to Chapter 150B ofthe Noith Carolina General Statutes, and filed with the Office
ofAdnunrstrativeHearmgs,PO Drawer 27447, Raleigh, NC 27611-7447 Unless such demands are made tinsperrmtshall
be final and binding
,
If you have any questions, or need additional information concemmgthis matter, please contact ScottVinson, or me at (910)
395-3900
Sincerely,
Rick Shiver
Water Quaht} Regional SYipeA'sor
RSS/ sav S \WQS\STORMWATTER1"990807 NOV
cc V9AV dffl , p E
Delaney Aycock, Brunswick County Inspections
Scott Vinson
Wilmington Regional Office
Central Files
127 Cardinal Dr BILL, Wlodagton, North Carolina 28405 Telephone [phone] FAX 9103se-2004
An Equal Opportunity Affirmative Action Employer 50 % recyded/10% port -consumer paper

of
_ a a
exnra; ck Cosoty--eee,atse of Deeds
Robert 7 Robi'
0 /02/2 04304 20 120 RecIl ?qw I
I
RECir` s,lZ' AW Y
NORTH.CAROLIN t NON -WA 12ANTYDEED
Excise Tax 0 ma Ti 6. ook and Pao
Tax Lot No 'ParceLldentfiar No
Mail after recording to Bain D Mann of Mannihk. Fulton & Skinner. P A
Post Office Box 20389, Raleieh. North Carolina 27619 00
cl
This instrument was prepared by Barry D Mann (without title examination) ' i
0
o
Brief description for the Index Town Creek Township tracts -
.,
THIS DEED made this I" day of October 2003 by and belwe _ ry
ANN F GRATHWOI and ROBIN G
GRATHWOL PROPERTY
TINNEY, TRUSTEES OF THE
HOLDINGS LLC,
WILLIAM H GRATHWOL LIVING
�- " 1," p
"
TRUST DATED NOVENDIER 9, 1999
2905 Market Street -
n
and
a'h
Wilmington, NoRk �'olin878403
k }„ _
JtiPL
TS AUK CON BR PCL
ANN F GRATHWOL, EXECUTOR
Z
Q4'10
0
os4
C'}iso
"R2-1
2-
OF THE ESTATE OF WILLIAM H
MAP
MPSUF
0LK
PIN
SUF
INT
GRATHWOL
,
l
J' , �{
The designation Grantor and Grantee as used herein shall include saidpaM �eir heirs suc l,yy.-..,_�,e
femumne
and assigns and shall include singular, plural, masculine or nlelult as regdiieir�gxt
`
'''""""���''''-��- 11 --1 1 ,,, ,
]80208a140�1b�t' � I �
r

�I I ((pp�S� tue[aurr q��p�� 9n.',LyU� !'Y P'G31R 1iL15
EIY.aD.i Temple J 255 North
Er eei B,i 97 &1 17 AH 9 49
P il Box 1766 lwmmeion N C 211ee6 V} '�a14SR4
liter s 9F REEBs
PARCEL NO 64NI B "' 11lgit 4 C
STATE OF NORTH CAROLINA
Pi✓� COUNTY OF BRUNSWICK n 00001'2 WARRANTY DEED
16d this 16th day of June 1997 by and between
o�V JENT INC a North Carolina corporation of the New
M un North getter called 'Grantor') and RIVER WIND
G a No ro nA nu ad Liability Company thereinafter called
'Grantee /�¢{tg.�dress is
110 Hinton Avenue, Wilmington, NC 28403
(whether one or more persons firms, or corporations] The designation Grantor and
Grantee as used herein shall Include said parties, their heirs, successors and assigns
and shall inch de sirgular plural masculine feminine or neuter a required by context
�`E SESJE r x
THAT the said Grantor in consideratr n f��-(S�0' DRS
and other good and valuable co I al It celpt ofw yyfiy_F�
acknowledged has bargained a s rf ��h�i resents d(�/��4//�V=
bargain sell and convey unto the an Be the ad lands located
in the County of Brunswick State of North Carolina an jprticularly
described as follows
SEE EXHIBIT "A" ATTACHED HERETO
AND INCORPORATED HEREIN BY REFERENCE
TO HAVE AND T& LD the above granted and described la%+Q s d premises
together with all and sing a rights, privileges eas �}�'$,;(t,�� 6 duties
obligations and appurtenances _to
belongs p�j �tf'any{�v¢�srJ fining unto
the said Grantee in tee simple F
AND said Granto o rj 11 it',,r U( Grantee thatM� zed in fee
simple of the above gr I a �i I`d✓3senbe y I and has go.,d right to sell and
convey the same in fes ple that the tit e i e and clear of all
encumbrances except as herein set forth, and except for lorem taxes and
usual utility easements and rights of way of record, and that said Grantor will
WARRANT and DEFEND the title to the some against the lawful claims and demands
of any and all persons whomsoever
�Jdii� 7�1E6. n as •ou c.
WGIQ L o* o 024o10 Isar t
breAwr su[v eora Z if p¢ib 0 0AP 1300 Kf�TfldcdZ

Stormwater Project No SW8 050316
Subject StonT water Project No SW8 050316
From "Kyle Young" <kyoung@grayengmeenng com>
Date Fri, 22 Apr 2005 11 08 19 -0400
To "Paul Bartlett" <Paul Bartlett@ncmatl net>
Paul,
Please find the attached information for your review and approval Please call or reply with any questions Thank
you
r
Kyle M Young, E I T
Gray Engineering Consultants, Inc
r' kyoung(igravengineering com
P 864 297 3027
F 864 297 5187
[240073-20050422-NCDENR pdf Content -Type appbcation/p
Content -Encoding base64
RECEIVED
APR 2 2 2005
BY
1 of 1 4/22/2005 2 14 PM

GRAY ENGINEERING CONSULTANTS, INC. a
April 22 2005
VIA E-MAIL
Pml Buttlentra nemul net
Paul T Bartlett, P E
NCDENR Wilmington Regional Office
NC Division of Water Quality
127 Cardinal Drive E\lension
Wilmington NC28405
910 395 3900
Dear Mr Bartlett
AR 2 495�3��
RE Stormwater Management Permit Application
Stormwater Project No SW8 050316
Proposed Retail Shopping Center
l own of Leland
Bitinswick County, North Carolina
GEC No 240073-D
Enclosed please find the tollowing for your revieii and approval for the above referenced project
• One (1) copy of the ievtseci sheet CV 2 (sealed hard copy sent 04/18/05)
• One (1) copy of the revised calculations fioni the Stornmatei Management and Erosion Control
Report
• One (1) copy of revised sheet 2 for form S WU 101
In reply to the revien letter front you to Mr Arthur Kepes dated Apr d 11 200.) we offer the folio« rig
point by point response to each of the review comments
Comment I In our calculations, we assumed Area C4, an off site area that drains to a duch on the subject
property, to have no impervious aiea, as emsting conditions indicate As such no impervious area
was included in our calculations Per our phone conversion on April 12 2005 we have revised thL
plans to disconnect this flow from our pond system A pipe and duch system has been added fiom the
emsting discharge point on our site to the existing ditch along the right rear of the site
Please review the plans and information and should you have any questions or comments, do not hesitate to
contact me duectly We would greatly appreciate your prompt response and look tot waid to receiving your
approval
Sincerely
GRAY ENGINEE ING CONSULTANTS INC
yIe M Yo g� Da itkfli apff,,us P E
EnclosureCARArthur Kepes �J\\Q\�N C/{HO
cc
Mr Be Murphy_ , pFESS/Oy
DJG/km> 4e SE y� =
240073-200 0422-AICDENRclot
00 =
yG; GINE���J�\` y.p5

2 If this application is being submitted as the result of a renewal or modification to an existing permit list the
existing permit number N1A and its issue date (if known) N/A
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 `C 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
I 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
Teo pen inent on site stet detention ponds will pros ide permanent ssyer qunhty and detain the 2 10 vtd
25 yev storm esents The full Stonnaatei i'dvrigement vrd Sedunentology Repon is attached
2 Stormwater runoff from this project drains to the Cape Fe-n
3 Total Project Area 37 29 acres 4 Project Built Upon Area
5 How many drainage areas does the project have? 3
River basin
68 %
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
lackeys Creek
lackeys Cteek
Receiving Stream Class
C Sw
C, Sw
Drainage Area
21 6 Acres 938,718 SF
10 5 Ades 457 380 SF 2 35
Existing Impervious* Area
0 Acres 0 SF
0 Acres 0 SF 0
Proposed Impervious'Area
17 5 Acres 762,300 SF
8 0 Acres 348 480 SF 1 63
% Impervious' Area (total)
81 %
76%
Impervious' Surface Area
Drainage Area 1
Drainage Area 2
On site Buildings
41 8SO SF 1 0 AC
203,818 SF 4 7 AC
On -site Streets
21 780 SF 0 5 AC
0 SF 0 AC
On site Parking
662 100 SF 1 S 2 AC
108 900 5F 2 5 AC
On site Sidewalks
34 850 SF 0 8 AC
34,850 SF 0 8 AC
Other on site
0 SF 0 AC
0 SF 0 AC
Off site
0 SF 0 AC
0 SF 0 AC 1 631,
Total 762 300 SF 17 5 Acres
Total 348 480 SF 8 0 Acres
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
Farm SWU 101 Version 3 99 Page 2 of
Area DI"
jackeys Creek
C, Sw
\C 102 366 5F
\C OSF
1C 71 000 SF
69%
Area DI"
tC 71,000 SF
1C 710005F

Developed Flow to Structures
Structure No
Area
SF
Area
AC
CooHlclent
TOC 1f 1
Rainfall
10 YR
inlhr)
Flow
10 YR
(cfs)
Inlet
Capacity
(cfs
Entrance
min
In pip,
min
- , il' ,, §OUTFALL
#M
AO
I OUTLET
H W
Al
10500
024
090
698
0 11
725
1 57
B
7 50
A2
13250
030
000
686
0 12
725
1 98
B
7 50
A3
22000
051
090
669
0 17
725
3 30
B
7 50
A4
11500
026
090
653
0 16
725
1 72
B
7 50
A5
30500
070
090
622
0 17
7 25
457
B
7 50
A6
17750
041
090
592
029
725
266
D
780
A7
6000
0 14
090
585
007
7 25
090
D
780
A8
1800
004
090
5 12
074
7 25
027
D
780
A9
1 75
090
500
0 12
7 25
11 42
A
2000
A10
24500
0 56
090
6 15
0 29
7 25
367
B
750
All
37000
0 85
090
580
035
7 25
554
B
7 50
Al2
76250
1 75
090
500
080
7 25
11 42
2B
1500
A 13
27750
0 64
090
5 77
0 52
725
4 16
B
750
A14
32250
0 74
090
500
077
7 25
4 83
B
750
A15
25750
0 59
085
603
049
7 25
364
B
750
A16
28750
0 66
085
555
048
725
407
B
750
At 7
35750
0 82
0 90
500
055
725
636
A
20001
A 18
35500
0 81
090
568
050
7 25
5 32
B
750
A19
45000
1 03
090
500
068
7 25
6 74
B
750
A20
2700
006
090
1 5 12
0 73
725
040
D
780
A21
1 75
090
500
0 12
7 25
11 42
A
2000
A22
1
1 75
1 090
500
0 12
7 25
11 42
A
2000
-- - cL . OUTFABL#BW
4,
BO
OUTLET
H W
B1
15000
034
090
500
7 25
225
D
780
B2
24250
056
085
500
725
343
D
780
83
14000
032
085
500
7 25
1 98
D
780
84
17000
039
085
500
725
241
D
780
B5
moo
048
080
500
725
280
D
780
B6
27000
062
090
500
725
404
B
750
B7
33000
076
090
5 00
79
4 94
B
7 50
CO
OUTLET
H W
Cl
18000
041
085
500
7 25
255
1 D
7 80
C2
1 2300
005
1 080
500
1
1 7 25
031
D
7 80
C3
1 16300
037
1 0 85
500
1
1 725
1 231
D
7 80
" 6 -1 ' r4 M r^ OUTFAL'L
"EX
#DO%, 'q,,_,.,. � - -
DO
I SD
I
I
I
I I I
EXS
D1
1 72775
1 1 67
1 090
1
1 1 725 1 1090
2D
1 1990
f tOUTFALL
#EO "
EO
OUTLET
H W
El
117250
269
090
500
725
1756
D
780
E2
56000
1 121
090
5 00
725
839
D
880
E3
7900
0 18
090
5 00
725
1 18
D
980
E4
39750
1 091
090
1 500
725
596
C
;"- " s `
= .>a..,,.-. .,,5 OUTFALL
#FOt"-�
FO
OUTLET
I
I
H W
F1
SO MH I
I
I 1725
1 367 1
C
F2 1
24500
056 1
090
500
1 725
1 367 1
780
F3 1
11000
025 1
090
500
1
725
1 65
D
8 80
rr '" 411, ' 'e m ' /, OUTFAL'L
#DOy x9
GO OUTLETI
i
I I
I
I
I E D
G7 li POND 1
090 1
1
1
7 25 1
3655 1 OS
,W: ,I� r w '>n"4 +P 1Cfe �OUTFALL#DO
-; P tf ' i."' rays �
HD I
OUTLETI
I
I
I I
I
I
E D
H7 I
POND I
1
090 1
1 1
7 25 1
3005 1
OS
CARO
9
SCAL_�'
1riNE ,>
�✓ C
//7/11nn`1�
KMY
240073 WMI SDcalcs New Design XLS
4/22/2005

Recommended Pipe Size/Slope
From To
Cumulative
Flow (O,e)
cis
Pipe
Size
In
Velocity
(Ve)
(fps)
Actual
Slope
%
Actual
Capacity (00
cfs
0� > 0 07
' .. OUTFALL NAO, d.
AO
Al
AO
10638
48
1693
060
1112
YES
A2
Al
104 80
48
1668
060
1112
YES
A3
A2
10282
48
1636
060
1112
YES
A4
A3
6990
42
12 71
050
71 1
YES
AS
A4
4306
36
914
050
471
YES
A6
A5
3849
36
B 17
040
422
YES
A7
A6
3583
36
7 60
033
383
YES
A8
A7
1169
24
3 72
033
130
YES
A9
A8
1142
24
3 63
033
130
YES
A10
A3
2063
24
657
085
208
YES
All
A10
1696
24
540
067
185
YES
Al2
All
1142
24
364
050
160
YES
A13
A3
899
18
381
100
105
YES
A14
A13
483
16
246
100
65
YES
A15
A4
1307
24
416
085
208
YES
A16
A15
942
18
400
085
97
YES
A17
A16
535
18
227
050
74
YES
A18
A4
1206
24
J 84
0 50
16 0
YES
A19
A18
674
18
286
050
74
YES
A20
A7
11 82
24
376
050
160
YES
A21
A20
1 11 42
1 24
3 63
033
130
YES
A22
A7
1 11 42
24
3 63
033
130
YES
'OUTFALL NBO-,.
BO
B1
80
2185
24
696
095
220
YES
82
81
1960
24
624
080
202
YES
83
82
16 17
24
5 15
055
168
YES
B4
83
1419
24
462
050
160
YES
B5
B4
1178
24
376
050
160
YES
B6
B5
899
18
381
075
9 1
YES
B7
86
4 94
15
2 52
0 75
56
YES
' ' ,—,OUTFAL'L NCO
CO
Cl
I CO
516
li 24
li 1 84
Ii 065
1 182
YES
C2
1 Cl
261
1 24
1 083
050
1 160
YES
C3
C2
231
15
117
050
46
YES
.OUTFALL
DO
51
DO
10 90
18
1 463
1 1 10
11 0
YES
+ OUTFALLNEOi
EO
E1
EO
3309
24
1053
250
358
YES
E2
El
1553
24
494
115
242
YES
E3
E2
7 14
18
3 03
1 00
105
YES
E4
E3
595
18
253
1 00
105
YES
,U- -".e a""-J,,,,d " I >>x .IOUTFAL'L VO"'�'e a -r
t .rrr`,jG
x7n. i
FO
F1 I
FO 1
532 1
18 1
226
250
166
YES
F2
Fi
532 1
18
226 1
150 1
129
YES
F3
F2
165 1
18
070 1
100 1
105
YES
4+i i'1X P Ia+
OUTFAL'L NDo'a q
GO
G1
GO
35 55
36
7 64 1
0 50
47 1
YES
wIOUTFAL'L NOOF I- I i
HO
Hi
HO
3005
36 1
638 1
0 50 1
47 1
YES
KMY
240073 WNII SOcalcs New Design XLS
4/22/2005

S TORM DRAIN SCHEDULE
FROM
TO
LENGTH
FT
PIPE
DIA SLOPE
N %
INVERT ELEVATION
INFL END
FT
EFFL END
FT
�OUTFALL #AO Wp_7u's�=`,e-:.-`iT
s
AO
Al
AO
110
48
060
1616
1550
A2
A 1
118
48
060
1687
16 16
A3
A2
170
48
060
1789
16 87
A4
A3
123
42
050
18 50
1789
A5
A4
94
36
050
1897
1850
A6
A5
143
36
040
1955
1897
A7
A6
34
36
033
1966
1955
A8
A7
165
24
033
2020
1966
A9
A8
26
24
033
2029
2020
A10
I A3
114
24
1 085
1886
1789
All
A10
114
24
067
1962
1886
Al2
All
175
24
050
2050
1962
A13
A3
120
18
1 00
1909
1769
A14
A13
114
15
1 00
2023
1909
A15
A4
123
24
085
1955
1850
A16
A15
116
18
085
2053
19 55
A17
A16
75
18
050
2091
2053
A18
A4
114
24
0 50
19 07
1850
A19
A18
117
18
050
1966
1907
A20
A7
165
24
0 50
20 d8
1966
A21
A20
26
24
0 33
20 57
2048
A22
I A7
26
24
033
1974
1 1966
--
--
BO
B1
60
1 65
24
095
1662
1600
62
81
194
24
080
18 17
1662
83
B2
135
24
055
1891
18 17
B4
63
100
24
050
1941
18 91
B5
B4
89
24
050
1986
19 41
66
B5
101
18
075
2061
1986
67
66
118
15
075
2150
2061
>�i_'#_=
:j ?�'+-'"'OUTFALL #CO�;s'ix""
_� -• _��s_
CO
27
CO
94
24
0 65
2061
20 00
C2
C1
120
24
050
2121
2061
C3
C2
160
15
050
2201
21 21
STRUCTURE
NO
TYPE
TOP
ELEV
INLET
WEIR
ELEV
BTM
ELEV
DEPTH
(FT)
-r �,�_—_ •y
�: rt —+_ OIffFALL-`#A0:"s����-:fit::::....�
_-` �
AO
HW
1550
Al
B
2450
2450
1616
834
A2
B
2430
2430
1687
743
A3
B
2400
2400
1789
611
A4
B
24 30
2430
1850
580
A5
B
24 30
2430
1897
533
A6
0
2540
2490
1955
586
A7
D
2540
2490
1966
574
A
D
2640
2590
2020
620
A9
I A
2583
1 2500
2029
554
A10
B
2400
2400
1886
514
All
8
2400
2400
1962
438
Al2
2B
2400
2400
2050
351
A13
B
24 00
2400
1909
491
A14
B
24 00
2400
2023
377
A15
B
24 00
2400
1955
445
A16
B
2400
2400
20 53
347
A17
A
24 83
2400
2091
392
A18
B
2430
2430
1907
523
A19
B
2430
2430
1966
464
A20
D
26 40
2590
2048
592
A21
A
2583
2500
2057
526
A22
A
2583
1 2500
1 1974
609
" Z^
- —, iT--o OUTFALE-#BOae-_`
5 =71 _'
BO
H W
1600
61
D
2400
2350
1662
7 38
B2
D
2430
2360
1817
613
B3
D
2500
2450
1891
609
B4
D
2500
2450
1941
559
B5
D
2500
2450
1986
514
06
B
2460
2460
2061
399
B7
B
24 50
2450
21 50
300
T �4 , — s -- "-"OUTFALL
CO
H W
2000
C 1
D
24 90
24 40
2061
4 29
C2
D
1 2550
1 2500
21 21
4.
C3
D
1 2550
1 2500
2201
3 d9
KMY
24W73 WMI SDcalo W-0e iynXLS
4122PW5

S TORM DRAIN SCHEDULE
FROM
TO
LENGTH
FT
PIPE
DIA SLOPE
IN %
INVERT ELEVATION
INFL END
FT
EFFL END
FT
--_ 7;- IN; 7..
"E." t^ sOUTFALL #DO
DO
D1
I DO
78
10
:T
EO
E1
EO
36
24
1 250
1690
1600
E2
E7
1 181
24
1 115
1898
1690
E3
E2__4.
146
1 18
1 1.00
2044
1898
E4
E3
43
1 18
1 1 00
2087
2044
f i" 7
,�T c_=
FO
FI
FO
41
18
1 2 50
1653
15 50
F2
F7
168
18
1 1 50
1905
16 53
F3
F2
104
18
1 00
2009
190
GO
G1 GO
70
36 0 50
1550
15 15
MHO
3OUTFALL#HO -,
,,
1116
HI HO
140 36
1 0 50
00
15 30
STRUCTURE
NO
TYPE
INLET
TOP WEIR
ELEV ELEV
BTM DEPTH
ELEV (FT)
DO
EX SD
D1
2D
2500
2450
EO
HAW
1600
El
D
2450
1 2400
1696
760
E2
D
2470
2420
1898
5 72
E3
D
2450
2400
2044
406
E4
C
2540
2087
453
rtFO ,.�
H W
15 50
F 1
C
24 70
1653
818
F2
D
2320
2270
1905
416
F3
D
2450
2400
2009
442
GO
H W
i5 75
G1
OS
550
`Z -
OUTFAIL #HO`N.�`yi
WTw
z
HO
H W
5 30
HI
OS
1 1600
KMY
240011WMI SD lm Nn Ots�n XIS
4a2aMS

OMHET BY
OTHERS
ro.
W1Ip�/.lm .ld
7�-
2;3
�4c.
\
\
I
\
\
/
0
/ 1
III
\ O
M
OUROT NO. :s Hy�1�'I]
�up �
PF:j
► •
..
►n I
I
Immm
Y.. YOI? ♦ �1♦ \4
to so
(/N((u \\\ � / ur�..ttr�CitvinSaVHm�V• a�p�
14y� , I m.IV. V Lp.s.ls d•
qV\ y I F FZ-26 00
02 P _ -
-M�`l %/ ` r- 07 1MV. � — 4 - — —
o
1.�-3 Y� Iooy &cZ,rlo <
(JI OY—
Ll
1",

57 ORM UKAINAC7
-- _--_
_-- - - - -
i
11 r, f •,y, awn av OTHM -
a. m
MW
zo
T
• oaf �Fv \V,\ \ \_G
Oq„
\
V � O
1
,15 U1• `\1% L120 Ifl
LI1150j1•
[r
Lila
[ uea ` 51 J 8` 1 1
KAAND
DD ✓ l
SDI � qW �,M
4 102-
y
<DJ �
Jr
W7 a

URAIROM=Al EGC
GRAY ENGINEERING CONSULTANTS, INC.
Kyle Young (Ext 13)
TO
NCDENR Wilmington Regional Office
123 Cardinal Drive Extension
Wilmington, NC 28045
910 395 3900
ATTN CAMERON WEAVER, Permit Cood
Express Permitting
DATE 04/06/05 GEC JOB# 240073-D
RE
PROPOSED RETAIL SHOPPING CENTER
US 17 AND WEST GATE DRIVE
LELAND, NORTH CAROLINA
WE ARE TRANSMITTING
SHOP DRAWINGS
X
PLANS
SOIL RESULTS
LETTER
SUBMITTALS
SPECIFICATIONS
COST ESTIMATE
SEE DETAIL
PRINTS
I
IATTACHED
I
I CALCULATIONS
CHECK
MAILED VIA
UNITED STATES MAIL
OVERNIGHT NEXT AFTERNOON
BY HAND
OVERNIGHT NEXT MORNING
2ND DAY DELIVERY
COURIER SERVICE
AS CHECKED BELOW
FOR APPROVAL
X
PRELIMINARY
REVIEW & COMMENT
APPROVED AS SUBT
FOR YOUR USE
FOR CONSTRUCTION
BID DOCUMENTS
APPROVED AS NOTED
FOR FIELD USE
AS REQUESTED
PERMIT
REVISE & RESUBMIT
QTY
REVISION NO
DESCRIPTION
2
E
REVISED Stormwater and E&S Plans
I
ORIGINAL
REVISED SWU 101, 102
I
ORIGINAL
Sec of State, LLC Certification
O 'D
REMARKS
Cameron,
Please distribute 1 set each to DWQ and DLQ The forms all go to DWQ Thank you
Kyle Young
kyoung@grayengmeenng com
DISTRIBUTION DISTRIBUTION
FILE 240073-20050406-NCDENR doc
SIGNED
132 Pilgrim Road • Greenville, S C 29607
Phone [phone] • Fax [phone]

GRAY ENGINEERING CONSULTANTS, INC.
Aprils 2005
Paul T Bartlett P E
NCDENR Wilmington Regional Office
NC Division of Water Quality
127 Cardinal Drive Extension
336 Fayetteville Street
Raleigh NC 27602
910 395 3900
RE Stormwater Management Permit Application
Stormwater Project No SW8 050316
Proposed Retail Shopping Center
Town of Leland
Brunswick County, North Carolina
GEC No 240073-D
Dear Mr Bartlett
Enclosed please find the following for your review and approval for the above referenced project
• One (I ) copy of the Stormwater and Erosion and Sedimentation Control Plans and Details
• One (1) copy of the revised calculations from the Stormwater Management and Erosion Control
Report
In reply to the review letter from you to Mr Arthur Kepes dated March 30, 2005 we offer the following
point by point response to each of the review comments
ment I A copy of the Certificate of Authority from the NC Secretary of State is attached Also attached is
Voorn documentation indication authorized agents for the L L C
Comment 2 Signed originals of all applications were sent to Mr Cameron Weaver One -Stop Express Permit
Coordinator on March 30, 2005 for vour distribution
/Comment 3 Drainage Area 92 has been revised to specify 10 5 acres on all plans and maps as indicated on the
✓ application forms
ment 4 The column for Drainage Area D I has been added to form S WU I01, Page 2 as indicated A revised
Page 2 is included for your review and approval
Comment 5 In our calculations, we assumed Area C4, an off site area that drams to a ditch on the subject
property to have no impervious area, as existing conditions indicate As such no impervious area is
included
Comment 6 All areas are now in both square feet and acres
✓Eomment 7 A copy of the proposed deed restrictions for a similar previous project are enclosed
Comment 8 Pond 92 now includes a 10 -wide vegetated shelf at the perimeter of the permanent pool as previously
✓ designed for Pond;#1 Also included are revised drawings and calculations indicating this change
✓Ccomment 9 The building dimensions have been adjusted to reflect correct dimensions

Mr Paul Bartlett
NCDENR Wilmington Regional Office
NC Division of Water Quality
Please review the plans and information and should you have any questions or comments, do not hesitate to
contact me directly We would greatly appreciate your prompt response and look forward to receiving your
approval
Sincerely,
GRAY ENGINEERING CONSULTANTS, INC
leVYung
Enclosure
cc Mr Arthur Kepes
Mr Bo Murphy
KMY/kmy
240073-200DO406-,VCDENR doc
132 Pilgrim Road - Greenville, S C 29607
Phone [phone] - Fax [phone]

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F Easley, Governor
FAX COVER SHEET
William G Ross, Jr, Secretary
Date 4/11/05 No of Pages 3 (Incl Cover)
To David Graffius From Paul Bartlett
Company Gray Engineering Water Quality Section -
Stormwater
FAX # [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number SW8 050316
Protect Name Proposed Retail Shopping Center, Leland, NC
MESSAGE
David,
A Request for Additional Information is attached for the referenced project The original
will be mailed to Mr Kepes, and a copy will be mailed to you
ENB\ptb S\WQS\STORMWATERWDDINFO\2005\050316
127 Cardinal Drive Extension Wilmington NC 28405 3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

W A7FR
0
Michael F Easley Governor
William G Ross, Jr Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek, P E Director
Division of Water Quality
April 11, 2005
Mr Arthur Kepes, Manager
WR of Leland, LLC
2361 South Centennial Drive
Aiken. SC 29803
Subject Request for Additional Information
Stormwater Project No SW8 050316
Proposed Retail Shopping Center, Leland, NC
Brunswick County
Dear Mr Kepes
The Wilmington Regional Office received a Stormwater Management Permit Application for the
Proposed Retail Shopping Center, Leland, NC on March 30, 2005 and a revised application on
April 7, 2005 A preliminary review of that information has determined that the application is
not complete The following information is needed to continue the stormwater review
Please add the impervious area for Area C4 (2 56 ac) in the Drainage Area 1
column in Section III 6 of the application, and also enter it in the "Off -site" row of
Section III 6 of the application assuming full build -out Please modify all
calculations accordingly
Please note that this request for additional information is in response to a preliminary review
The requested information should be received by this Office prior to April 18, 2005, or the
application will be returned as incomplete The return of a protect will necessitate resubmittal of
all required items, including the application fee
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter The
request must indicate the date by which you expect to submit the required information
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215 1 and is subject
to enforcement action pursuant to NCGS 143-215 6A
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel 877-623 6748 One
Wilmington Regional Office Wilmington NC 284053845 FAX [phone] Internet h2o enr slate no us NorthCarohna
An Equal Opportunity/Affirmative Action Employer —50%Recycled110% Post Consumer Paper ,Alat mill/

�Mr Arthur Kepes
March 30, 2005
Stormwater Application No SW8 050316
Please reference the State assigned project number on all correspondence Any
original documents that need to be revised have been sent to the engineer or agent All
original documents must be returned or new originals must be provided Copies are not
acceptable If you have any questions concerning this matter please feel free to call me
at [phone]
Since rely,I f
Paul T Bartlett, P E
Environmental Engineer
ENB/ptb S\WQS\STORMWATER\ADDINFO\2005\050316
cc David J Graffius, P E , Gray Engineering Consultants, Inc
Paul T Bartlett, P E
Page 2 of 2

Brmuswick Camaty--Reylt,ter of LeLL3
Robert J Robinson
I7151. #2/6670 Book 21-86P<aye 19
0//06/2005 04 41 14pan RecY a_`34 3 31
RET_
Trot�sanf�s�u P
r TOTAL50 REV_TC#_ ri
Irk REC#.__CK AMT _ C
CASH _ REF _ BY CAW
EASEMENTS W17 H COVENANTS AND
RESTRICTIONS AFFECTING LAND ("ECR")
Prepared by and Return to
Troutman Sanders LLP
434 Fayetteville Street Mall Suite I too
Raleigh North Carolina 27601
Leland NC
Store # 4273 00
THIS AGREEMENT is made as of the J7)1 day of t I 2001
between WAL MART REAL ESTATE BUSINESS TRUST, a Delaware statutory trust
( Wal-Mart") and LELAND RETAIL INVESTMENT, L L C a South Carolina limited
liability company ( Developer')
WITNESSETH
WHEREAS Wal Mart is the owner of the Wal Mart Tract as shown on the plan
attached hereto as Exhibit A-1 hereof (including the Future Lease Area Gas Outlot) said Tract
being more particularly described in Exhibit B attached hereto (the Wal-Mart Tract )
WHEREAS Developer is the owner of the Outpareels identified as Outlot No
1, Outlot No 2 Outlot No 3 ' and Outlot No 4 on Exhibit A-1 attached hereto, the same
being more particularly described in Exhibit C hereof (the Outparcels") and
WHEREAS Wal Mart and Developer desire that the Wal-Mart Tract and the
Outparcels be developed in conjunction with each other pursuant to a general plan of
improvement to form a commercial Shopping Center (sometimes hereinafter referred to as the
"Shopping Center ) and further desire that the Shopping Center be subject to the easements and
the covenants, conditions and restrictions hereinafter set forth,
NOW, THEREFORE for and in consideration of the premises, easements
covenants conditions restrictions and encumbrances contained herein, the sufficiency of which
is hereby acknowledged Wal-Mart and Developer do hereby agree as follows
1 Building/Common Areas
I I Building Areas' as used herein shall mean those portions of the
Shopping Center shown on Exhibit A-2 as "Building Area' Canopies may encroach from the
Budding Areas over the Common Areas provided the canopies do not interfere with the use of
the Common Areas
Budding Areas 12 Common Areas shall be all of the Shopping Center except the
13 Tracts as used herein shall mean the Wal Mart Tract but not the
Outparcels Reference to a Tract" refers to the Wal-Mart Tract but not the Outparcels
14 Conversion to Common Areas Those portions of the Building
Areas which are not from time to time used or cannot under the terms of this Agreement be
used for buildings shall become part of the Common Area for the uses permitted hereunder and
shall be improved kept and maintained as provided herein

Inst 1216610 nook 118GYage 20
1 5 Notwithstanding the foregoing Wal Mart (for so long as Wal Mart
is the owner, lessee or user of all or a portion of the Wal-Mart Tract) may add additional budding
areas or change delete enlarge reduce or otherwise modify existing Building Areas so long as
such changes do not impair access to the Outparcels or materially impair visibility to such
buildings as may be constructed on Outlet No 4 and are done in compliance with applicable
laws and ordinances
2 Use Buildings in the Shopping Center shall be used for commercial
purposes of the type normally found in a retail shopping center including, without limitation,
financial institutions service shops offices and retail stores No cafeteria theatre bowling
alley billiard parlor night club or other place of recreation or amusement, or any business
serving alcoholic beverages shall occupy space within the Shopping Center without the prior
written consent of Wal-Mart except that the sale of alcoholic beverages in conjunction with the
sale of food shall be peimitted on the Outparcels so long as the gross revenue from the sale of
alcoholic beverages does not exceed fifty percent (50%) of the gross revenue of the business on
the Outparcel Developer recognizes that said businesses may inconvenience Wal-Mart's
customers and adversely affect Wal-Mart's business Notwithstanding anything to the contrary
contained herein it is expressly agreed that nothing contained in this Agreement shall be
construed to contain a covenant, either express or implied, to either commence the operation of a
business or thereafter continuously operate a business by Wal Mart on the Wal-Mart Tract
Developer recognizes and agrees that Wal Mart may, at Wal-Marts sole discretion and at any
time during the term of this Agreement, cease the operation of its business on the Wal-Mart
Tract and Developer hereby waives any legal action for damages or for equitable relief which
might be available to Developer because of such cessation of business activity by Wal Mart
3 Competing Business Developer covenants that as long as Wal Man or
any affiliate of Wal Mart is the user of the Wal-Mart Tract either as owner or lessee no space
in or portion of the Outparcels, and no space in or portion of any other real property adjacent to
the Shopping Center which may subsequently be acquired by Developer shall be leased or
occupied by or conveyed to any other party for use as (i) a facility dispensing gasoline or fuel
from pumps (u) a membership warehouse club (in) a pharmacy (rv) a discount department
store or other discount store as such terns are defined below (v) a variety general or dollar'
store, (vi) a grocery store or supermarket as such terms are defined below, or (vu) as any
combination of the foregoing uses In the event of a breach of this covenant Wal Mart shall
have the right to terminate this Agreement and to seek any and all remedies afforded by either
law or equity including without limitation the rights to injunctive relief 'Grocery store and
'supermarket' as those terms me used herein shall mean a food store or a food department
containing more than ten thousand (10 000) square feet of building space used for the purpose of
selling food for off premises consumption which shall include but not be limited to the sale of
dry, refrigerated or frozen groceries, meat, seafood, poultry produce, delicatessen or bakery
products refrigerated or frozen dairy products or any grocery products normally sold in such
stores or departments Discount department store" and/or 'discount store' as those terms are
used herein, shall mean a discount department store or discount store containing more than
thirty five thousand (35 000) square feet of building space used for the purpose of selling a full
line of had goods and soft goods (e g clothing, cards gifts, electronics garden supplies
furniture, lawnmowers, toys health and beauty aids hardware items bath accessories and auto
accessories) at a discount in a retail operation similar to that of Wal Man
Buildings
41 Design and Construction The Buildings constructed on the
Shopping Center shall be designed so that the exterior elevation of each shall be architecturally
and aesthetically compatible and so that building wall footings shall not encroach from one Tract
or Outparcel onto another Tract or Outparcel except as provided for in Subsection 4 4 below
The design and construction shall be of high quality No improvements shall be constructed
erected or expanded or altered on the Outparcels until the plans for the same (including site
layout, exterior building materials and colors and parking) have been approved in writing by
Developer No building constructed on the Wal-Mart Tract shall exceed forty feet (40) in height
above finished grade Incidental architectural embellishments and peaks shall not be considered
in connection with determining compliance with said height restriction No building constructed
on the Outparcels shall exceed twenty-two feet (22) (including all mechanical improvements and
architectural embellishments) in height as measured from the mean finished elevation of the
parking area of the Shopping Center No building shall have a metal exterior

Inst ► 216610 Book 2186Page 21
42 Location/Size No building shall be constructed on the Shopping
Center (as either immediate development or future expansion) except within the Building Areas
Any buildings located on the Outparcels shall not exceed six thousand (6 000) square feet in size
Any rooftop equipment constructed on the buildings located on the Outparcels shall be screened
so as not to be visible from the mean finished elevation of the parking area
43 Fire Protection Any building constructed in the Shopping Center
shall be constructed and operated in such a manner which will preserve the spnnklered rate on
the other buildings in the Shopping Center
44 Easements In the event building wall footings encroach from one
Tract onto the other Tract despite efforts to avoid that occurrence the party onto whose Tract
the footings encroach shall cooperate in granting an encroachment permit or easement to the
party whose budding wall footings encroach
Common Areas
5 1 Grant of Easements Wal-Mart hereby grants for the benefit of the
Outparcels, nonexclusive easements for vehicular and pedestrian access ingress and egress over
and across the Wal Mart Tract, provided, however, in no event shall the owner, occupant
licensee or invitee of any of the Outparcels(s) be permitted to use the Wal-Mart Tract for
vehicular parking or for any other purpose other than as described above Developer hereby
grants to Wal Mart for the benefit of the Wal-Mart Tract nonexclusive easements for vehicular
and pedestrian access ingress and egress over and across the Outparcels provided however in
no event shall the owner occupancy, licensee or invitee of the Wal-Mart Tract be permitted to
use the Outparcels for vehicular parking or for any other purpose other than as permitted
pursuant to the terms of this Agreement
52 Limitations on Use
(1) Customers Each party shall use reasonable efforts to
ensure that customers and invitees shall not be permitted to park on the Common Areas except
while shopping or transacting business in the Shopping Center
(2) Employees Each party shall use reasonable efforts to
ensure that employees park on the Common Areas of said party s Tract or Outparcel
(3) General Any activity within the Common Areas other than
its primary purpose of the Common Areas which is to provide for parking for the customers,
invitees and employees of those businesses conducted with the Building Areas and for the
servicing and supplying of such businesses, shall be permitted so long as such activity shall not
unreasonably interfere with such primary purpose The use by Wal Mart of the Common Areas
on the Wal-Mart Tract for the display, sale and storage of merchandise and for the use of
seasonal sales structures is expressly permitted Persons using the Common Areas in accordance
with this Agreement shall not be charged any fee for such use Notwithstanding the foregoing
each party covenants and agrees that to the extent allowed by law neither party will allow the
Common Areas on its tract to be used for rallies demonstrations, protests picketing or
handbillmg to protest publicize or allege improprieties regarding the acts policies or operating
practices of any business operating within the Shopping Center
53 Utility and Service Easements Each patty hereby establishes and
grants to the other party a nonexclusive easement for the benefit of the owner of each Tract or
Outparcel, on, across and under the Common Areas, to install use maintain and repair public
utility services and distribution systems (including storm drains sewers utilities and other proper
services necessary for the orderly development and operation of the Shopping Center now upon
or hereafter installed on across or under the Common Areas, to the extent necessary to service
such Tract or Outparcel Both parties shall use their best efforts to cause the installation of such
utility and service lines prior to paving of the Common Areas No such Imes sewers utilities or
services of one party shall be installed within the Building Areas on the other party s parcel The
location of any utilities hereafter installed shall be determined by the owner of the Tract or
Outparcel (the location of utilities on the Wal-Mart Tract shall be determined by Wal-Mart as
long as it is the owner of the Wal-Man Tract) upon which such utilities are to be installed Any
such installed utility services may be relocated by the owner of a Tract or Outparcel on such
owner's Tract or Outparcel subject to compliance with applicable laws at the expense of the

Imt 1 276670 Hook 2186Paye 22
owner of that Tract or Outparcel, provided that such relocation shall not interfere with, increase
the cost of, or diminish utility services to any other Tract or Outparcel and, further provided, that
no utilities shall be relocated on the Wall Mart Tract without the prior written consent of
Wal-Mart as long as it is the owner of or lessee of the Wal-Mart Tract
54 Water Flow Each party hereby establishes and grants a
nonexclusive easement on its Tract or Outparcel for the benefit of the owner of each other Tract
or Outparcel to use maintain and repair any storm water drainage system (the 'Storm Drainage
System ) now or hereafter located on either Tract or any Outparcel, together with the right to
discharge surface water runoff across portions of either Tract or any Outparcel in accordance
with the design of the Storm Drainage System Any alteration in the natural water flow which
may occur as a natural consequence of normal construction activities and the existence of the
partys improvements substantially as shown on ExhibitA-2 (including without limitation
budding and building expansion, curbs drives and paving) shall be permitted
55 Intentionally Omitted
Development. Parking Ratios Maintenance, and Taxes
6 1 Development The arrangement of the Common Areas shall not be
changed in a manner inconsistent with the provisions of this Agreement
62 Wal Mart Tract 'Parking Ratio Wal-Mart hereto agrees that at
all times there shall be independently maintained on the Wal-Mart Tract parking area sufficient
to accommodate not fewer than five (5 0) car spaces for each one thousand (1 000) square feet of
building or buildings on such Tract
63 Oumarcel "Parking Ratio" Developer agrees that at all times there
shall be independently maintained on each Outparcel parking area sufficient to accommodate not
fewer than (1) 15 spaces for every 1 000 square feet of building space for any restaurant or
entertainment use in excess of 5,000 square feet, (the same ratio shall be provided for a
McDonald Restaurant, notwithstanding a building footprint of less than 5,000 square feet) or
(it) 10 spaces for every 1,000 square feet of budding space for any restaurant or entertainment
use less than 5 000 square feet (subject to the exception above) or (ui) 6 0 spaces per 1,000
square feet of building space for any other use
64 Maintenance
(1) Standards The Outparcels shall be kept neat orderly
planted in grass and trimmed until improved and constructed Following completion of the
improvements on the Common Areas the parties hereto shall maintain the Common Areas in
good condition and repair The maintenance is to include, without limitation the following
(a) Maintaining the surfaces in a level smooth and
evenly -covered condition with the type of surfacing material originally installed or such
substitute as shall in all respects be equal in quality, use and durability,
(b) Removing all papers, ice and snow, mud and sand
debris filth and refuse and thoroughly sweeping the area to the extent reasonably necessary to
keep the area in a clean and orderly condition
(c) Placing keeping in repair and replacing any
necessary appropriate directional signs markers and lines
(d) Operating keeping in repair and replacing where
necessary such artificial lighting facilities as shall be reasonably required
(e) Maintaining all perimeter and exterior building
walls including but not limited to all retaining walls in a good condition and state of repair and
(f) Maintaining, mowing weeding trimming and
watering all landscaped areas and making such replacements of shrubs and other landscaping as
is necessary

Irst f 276670 Book 2186Page 23
(g) Maintaining elements of the Storm Drainage
System
(2) Expenses The respective owners shall pay the
maintenance expense of their Tracts or Outparcels
(3) By Agent Subject to the mutual agreement of the parties
hereto a third party may be appointed as an agent of the parties to maintain the Common Areas
in the manner as above outlined Said third party may receive for such agency a fee that is
mutually acceptable to all parties to cover supervision management accounting and similar fees,
which sums are to be included in the general maintenance expense paid by the respective owners
of the Common Areas
65 Taxes Each of the parties hereto agrees to pay or cause to be paid
prior to delinquency directly to the appropriate taxing authorities all real property taxes and
assessments which are levied against that part of the Common Areas owned by it
7 Signs No rooftop sign shall be erected on the building constructed on the
Outparcels No freestanding identification sign may be erected on the Outparcels without
approval of the Developer, and in no event shall such freestanding identification sign exceed the
height of the shopping center pylon sign or block the visibility of the Wal Mart Store
Notwithstanding the foregoing, there may be erected entrance -exit signs to facilitate the free flow
of traffic, which entrance -exit signs shall be of a monument type, not to exceed TY in height,
the type and location of such signs to be approved by Developer No sign shall be located on the
Common Areas on the Wal Man Tract except signs advertising businesses conducted thereon of
which there shall be no more than two (2) signs on the Common Areas on the Wal-Man Tract
No signs shall obstruct the ingress and egress shown on Exhibit A-2
Indemnification/Insurance
8 1 Indemnification Each party hereby indemnifies and saves the
other party harmless from any and all liability, damage, expense causes of action, suits, claims,
or judgments ansing from personal injury, death, or property damage and occurring on or from
its own Tract or Outparcel, except if caused by the act or negligence of the other party hereto
82 Insurance
(1) Each owner of any portion of the Shopping Center shall
procure and maintain in full force and effect throughout the term of this Agreement general
public liability insurance and property damage insurance against claims for personal injury
death or property damage occumng upon, in or about its property each party's insurance to
afford protection to the limn of not less than $5 000,000 00 for injury or death of a single person
and to the limit of not less than $5 000 000 00 for any one occurrence and to the limit of not less
than $5,000 000 00 for property damage Each party shall provide the other party with
certificates of such insurance from time to time upon written request to evidence that such
insurance is in force Such insurance may be written by additional premises endorsement on any
master policy of insurance tamed by the party which may cover other property in addition to the
property covered by this Agreement Such insurance shall provide that the same may not be
canceled without ten (10) days prior written notice to Wal Man and the Developer
(2) At all times during the term of this Agreement each party
shall keep improvements on its property insured against loss or damage by fire and other perils
and events as may be insured against under the broad form of Uniform Extended Coverage
Clause in effect from time to time in the state in which the parties respective properties are
located with such insurance to be for the full replacement value of the insured improvements
The owner of a Tract or Outparcel shall pay for any increase in the cost of insuring the
improvements on the other Tracts or Outparcels if such increase is due to the use by such owner
or its tenant(s)
(3) Policies of insurance provided for in this Section 8 shall
name Wal Mart and Developer as insureds
(4) Each owner of any portion of the Shopping Center for itself
and its property insurer hereby releases the other owners of portions of the Shopping Center from
and against any and all claims demands liabilities or obligations whatsoever for damage to

Inbt B 2766-10 Baok 2186Pdge 24
property or loss of rents or profits resulting from or in any way connected with any fire or other
casualty whether or not such fire or other casualty shall have been caused by the negligence or
the contributory negligence of the party being released or by any agent, associate or employee of
the party being released, this release being to the extent that such damage or loss is covered by
the property insurance which the releasing party is obligated hereunder to carry, or, if the
releasing party is not carrying that insurance then to the extent such damage or loss would be
covered if the releasing party were carrying that insurance
(5) Notwithstanding anything to the contrary contained in this
Section 8, so long as the net worth of Wal-Mart shall exceed $100 000 000 00 and so long as
Wal-Mart is owner or Lessee of the Wal-Mart Tract, Wal-Mart shall have the right to retain (in
whole or in part) the financial risk for any claim
Eminent Domain
9 1 Owner's Right To Award Nothing herein shall be construed to
give either party any interest in any award or payment made to the other party in connection with
any exercise of eminent domain or transfer in lieu thereof affecting said other party's Tract or
Outparcel giving the public or any government any rights in said Tract or Outparcel In the event
of any exercise of eminent domain or transfer in lieu thereof of any part of the Common Areas
located in the Shopping Center, the award attributable to the land and improvements of such
portion of the Common Areas shall be payable only to the owner thereof, and no claim thereon
shall be made by the owners of any other portion of the Common Areas
92 Collateral Claims All other owners of the Common Areas may
file collateral claims with the condemning authority for their losses which are separate and apart
from the value of the land area and improvements taken from another owner
93 Tenants Claim Nothing in this Section 9 shall prevent a tenant
from making a claim against an owner pursuant to the provisions of any lease between tenant and
owner for all or a portion of any such award or payment
94 Restoration Of Common Areas The owner of any portion of the
Common Areas so condemned shall promptly repair and restore the remaining portion of the
Common Areas within its respective Tract or Outparcel as nearly as practicable to the condition
of the same immediately prior to such condemnation or transfer, to the extent that the proceeds
of such award are sufficient to pay the cost of such restoration and repair and without
contribution from any other owner
10 Rights And Obligations Of Lenders Any holder of a first lien on any
portion of the Shopping Center and any assignee or successor in interest of such first penholder
shall be subject to the terms and conditions of this Agreement
11 Release from Liability Any person acquiring fee or leasehold title to any
portion of the Shopping Center shall be bound by this Agreement only as to the Tract, Outparcel
or portion of the Tract or Outparcel acquired by such person In addition such person shall be
bound by this Agreement only during the period such person is the fee or leasehold owner of
such Tract Outparcel or portion of the Tract or Outparcel except as to obligations, liabilities or
responsibilities that accrue during said period Although persons may be released under this
Section, the easements, covenants and restrictions in this Agreement shall continue to be benefits
to and servitudes upon said tracts running with the land
12 Breach In the event of breach or threatened breach of this Agreement,
only all of the record owners of the Wal-Mart Tract as a group or Wal-Mart so long as it or any
affiliate has an interest as owner or lessee of the Wal-Mart Tract shall be entitled to institute
proceedings for full and adequate relief from the consequences of said breach or threatened
breach Notwithstanding the foregoing, all of the record owners of an Outparcel shall be entitled
to take any action permitted by this Agreement with respect to the breach of Sections 5 1 6 4
6 5, 8 1 8 2(4) and 9
13 Rights of Successors The easements, restrictions benefits and obligations
hereunder shall create mutual benefits and servitudes running with the land This Agreement
shall bind and inure to the benefit of the parties hereto their respective heirs representatives
lessees successors and assigns The singular number includes the plural and the masculine
gender includes the feminine and neuter

last Il 2766/0 kook 2186Page 25
14 Document Execution Modification and Cancellation Il is understood and
agreed that until this document is fully executed by both Developer and Wal-Mart there 1S not
and shall not be an agreement of any kind between the parties hereto upon which any
commitment, undertaking or obligation can be founded This Agreement (including exhibits)
may be modified or canceled only by the mutual agreement of (a) Wal-Mart as long as it or its
affiliate has any interest as either owner or Lessee of the Wal-Mart Tract or its successors in
interest and (b) Developer, as long as it or its affiliate has any interest as either owner or Lessor
of an Outparcel, or its successors in interest
15 Non -Merger So long as Wal-Man or its affiliate is owner or lessee of the
Wal Mart Tract this Agreement shall not be subject to the doctrine of merger
16 Duration Unless otherwise canceled or terminated, all of the easements
granted in this Agreement shall continue in perpetuity and all other rights and obligations hereof
shall automatically terminate and be of no further force and effect after ninety-nine (99) years
from the date hereof
17 Headings The headings herein are inserted only as a matter of
convenience and for reference and in no way define limit or describe the scope or intent of this
document nor in any way affect the terms and provisions hereof
18 Entire Agreement This Agreement constitutes the entire agreement
between the parties hereto The parties do not rely upon any statement promise or
representation not herein expressed and this Agreement once executed and delivered shall not be
modified or altered in any respect except by a writing executed and delivered in the same manner
as required by this document
19 Transfer of Interests Notices
191 Transfer of Interests In the event that any person or entity (the
Acquiring Party ) shall acquire a fee or mortgage interest in any tract subject to this Agreement,
or any portion thereof the Acquiring Party shall execute and file in the land records of
Brunswick County North Carolina, a statement setting forth the name of the Acquiring Party
the address of the Acquiring Party to which all notices for the purposes of this Agreement may
be sent, the nature of the interest held by the Acquiring Party and the date that such interest was
acquired (the "Notice Statement ) Contemporaneously with such filing, the Acquiring Party
shall also send by certified mail, return receipt requested, a copy of such Notice Statement to all
other persons or entities then holding fee or mortgage interests in any tract subject to this
Agreement or any portion thereof as reflected by the Notice Statements then of record in the
land records of Brunswick County, North Carolina (the 'Existing Interest Holders') Until such
time as an Acquiring Party files and mails such Notice Statement in accordance with the terms of
this Section 19 1, it shall not be entitled to receive any notice required or permitted to be given
under this Agreement and the Existing Interest Holders shall have no obligation to give any such
notice to the Acquiring Party Any change of address shall require the filing and marling of a
new Notice Statement It is understood and agreed that the provisions of this Section 19 I
regarding the recordation of the Notice Statement are satisfied with respect to Developer and
Wal Mart
192 Notices All notices and other communications required or
permitted to be given hereunder shall be in writing and shall be mailed by certified or registered
mail postage prepaid or by Federal Express, Airborne Express, or similar overnight delivery
service addressed as follows
Wal Mail Wal-Mart Real Estate Business Trust
2001 S E I& Street, Dept #8703
Bentonville AR 72716-0550
Attention Steve Howe REM
Store # A -W
With a copy to
Wal-Mart Real Estate Business Trust
2001 S E I& Street, Dept #8313
Bentonville AR 72716-0550
Attention Jim Cole Esquire

Store #1% in,t a 276670 Book 2186Page 26
With a copy to
Ashley Story, Esquire
Troutman Sanders LLP
434 Fayetteville Street Mall
Two Hannover Square Suite 1100
Raleigh NC 27601
Developer Leland Retail Investment L L C
2361 South Centennial Avenue
Aiken, SC 29803
Attention President
With a copy to
Calhson Tighe & Robinson LLP
1812 Lincoln Street
2"a Floor
Columbia, SC 29201
Attention Andrew English
Notices shall be effective upon receipt or refusal In the event that any person
acquires a fee interest in the Shopping Center said person shall be entitled to provide a request
for notice to the addressees listed above, which request, in order to be effective must also be
recorded in the county recorder's office in the county in which the Shopping Center is located
Any party shall be entitled to change its address for nonce by providing notice of such change
and recording a copy of the notice of such change in the county recorders office in the county
recorder's office in the county in which the Shopping Center is located Until such time as the
notice of change is effective pursuant to the terms of this Section 19 and until such time as it is
recorded as required above the last address of said party shall be deemed to be the proper
address of said party
20 Consent The owner of the Wal-Mart Tract agrees that for so long as a
lease of all or a portion of the Wal-Mart Tract is in effect whenever the consent of the owner of
the Wal Man Tract is required under the Agreement the owner of the Wal-Mart Tract will give
such consent only after obtaining Wal-Man's consent
21 Obligations of the Owner of the Wal-Mart Tract Wal-Man hereby agrees
that so long as a lease of all or a portion of the Wal Mart Tract is in effect, it will satisfy the
obligations of the owner of the Wal-Mart Tract hereunder and will hold harmless and indemnify
the owner of the Wal-Mart Tract from any and all loss damage expense, fees claims costs and
liabilities, including but not limited to, attorneys fees and costs of litigation ansmg out of this
Agreement except for those ansing out of the acts or onussions of the owner of the Wal Mart
Tract or its employees, agents contractors or invitees
22 Counterparts This Agreement may be executed in one or more
counterparts each of which in the aggregate shall constitute one and the same instrument
[Signatures Follow]

Inst 1 276670 Book 2186Paye 21
IN WITNESS WHEREOF, the parties have executed this Agreement the day
and year first written above
Appr!,v
by only
WAL MAPT LEGAL DEPT
Date I ,los
State of Arkansas
County of Benton
WAL MART REAL ESTATE BUSINESS
TRUST, a Delaware statutory trust (///�
By U� /rl 141e 0
Robert M Bedard
Its Assistant Vice President
Wal-Mart'
11 The foregoing instrument was acknowledged before me this 5_ day of
�J — 2005 by Robert M Bedard, an Assistant Vice President of Wal-Mart Real
Estate Business Trust a Delaware statutory trust, on behalf of the trust
(Seal and Expiration Date)
VAC. , a > , C,� Gyl
Notary Public
LA URI ANN L000
NOTARY PUBLIC -STATE OF ARKANSAS
BENTON COUNTY
My Canri=on Ewes June 1 2014

In t 1 276670 Book 2186Page 28
�e�p^'C�
'r
f«s�tNOTA
B.LI
t'rGrr tleo\�i
LELAND RETAIL INVESTMENT, LLC
an South Carolina limited liability company
By WRS Inc
A South Carole Corpomt
By, t elm
Name r V
Its �da�
STATEOF S OLVO11114
COUNTY OF —1b e 11
I Ili un^ IUf...l d, a Notnry Pyit pL(Fe af,c,pd County and Slate do hereby certify dui
L7f �'Qr�as �/tC@ i'ff5 ('PyIf of WRS Inc a South Carohma
corpomaon the m ager of Word Retail Invesnnem LLC a South Carohne limited liability
company personally appeared before me tlus day and acknowledged the due execution of the
foregoing instrument on behalfof the company ���/'
W imcss my hand and official stamp or scat do,6 1 day of J R 1l (' 20aE
mission Fx lice
p �y Cplmnh�slon FyF4es Septen bsr 2s, [uw
Seal]
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
The Foregoing (or annexed) Cerlificate(s) of
LAURI ANN LUGO, BARBARA C REEVES
Notary(tes) Public is (are) Certified to be Correct 8th July 2005
This Instrument was filed for Registration on this Day of r � T—
in in the Book and page shown on the First Page hereof T � !il 1_ p
R013EAT J RO I SON, Register of Deeds

Inst 9 176610 Book 2186Pdge 29
This map is not a certified survey
and has not been review by a local
government agency for
compliance with any applicable
i;
land development regulations
T
o
is

Inst ! 116670 Bwk 11861?d9e 38
This map is not a certified survey
and has not been review by a local
government agency for
compliance with any applicable
land development regulations

Iicit 1 276670 Book 2186Page 31
Legal Description of Wal-Mart Parcel
All of those certain tracts or parcels of land situate and being in Brunswick County, State of
North Carolina being shown and designated as Wal Mart Tract and Future Lease Area Gas Lot
on a Survey Entitled ALTA/ACSM Land Title Survey for Leland Retail Investment L L C and
Wal-Mart Real Estate Business Trust prepared by Freeland & Associates, Inc, dated April 4,
2005, last revised on June AL, 2005, and further shown on a map entitled Subdivision Plat
for Leland Retail Investment L L C ' prepared by Freeland & Associates, Inc , dated April 4,
2005, last revised on June _),\ 2005, and recorded in the Brunswick County Register of Deeds
in Map Book 32 Pages _51getW5 and SIS and being more particularly
described as follows
WAL-MART TRACT
Commencing at NCGS monument Abutment 1975 , located in the State of North Carolina
Brunswick County, USGS quad of Leland, thence S 30-54 57 E for 17,615 03 feet to an von pin
located at the intersection of the southern right of way of US Highway 17 (Ocean Highway)
(340 Public R/W) and the western right of way of Ocean Gate Plaza (100 Access & Utility
Easement) thence along the right of way of Ocean Gate Plaza S 34 58-25 E for 754 58 feet to an
iron, thence S 50 01-57 W for 13 64 feet to an iron pin thence S 39-58-03 E for 60 00 feet to an
von pin, thence N 50-01-57 E for 27 33 feet to an iron pin, thence along a curve to the right,
having a radius of 320 00 feet, an arc length of 132 29 feet and a chord bearing and distance of S
18 17 30 E for 131 35 feet to an iron pin, said pin being the Point of Beginning, thence along a
curve to the right, having a radius of 320 00 feet, an arc length of 8 98 feet and a chord bearing
and distance of S 05-38 42 E for 8 98 feet to an iron pin, thence S O4-50-30 E for 205 16 feet to
an iron pin, thence along a curve to the left, having a radius of 430 00 feet an arc length of
184 12 feet and a chord bearing and distance of S 17-06-32 E for 182 72 feet to an iron pin,
thence S 29 22 34 E for 58 96 feet to an iron pin, thence along a curve to the right having a
radius of 670 00 feet, an arc length of 155 78 feet and a chord bearing and distance of S 2242 55
E for 155 43 feet to an iron pin located on the northern right of way of West Gate Drive (60
Private R/W), thence along said right of way S 70-56 30 W for 67 40 feet to an iron pin thence
along a curve to the right, having a radius of 370 00 feet, an are length of 125 35 feet and a chord
bearing and distance of S 79-36 42 W for 124 76 feet to an iron pin, thence S 89-19-03 W for
62 96 feet to an von pm, thence along a curve to the left having a radios of 348 02 feet, an arc
length of 297 27 feet and a chord bearing and distance of S 64 50-48 W For 288 32 feet to an
von pin, thence S 40 22 34 W for 20 46 feet to an iron pin, thence along a curve to the right,
having a radius of 370 00, an arc length of 106 78 and a chord bearing and distance of S 48 38
38 W for 106 41 feet to an von pin, thence S 56-54 41 W for 140 52 feet to an iron pin, thence
along a curve to the right, having a radius of 280 00 feet, an arc length of 421 04 and a chord
bearing and distance of N 80-00-36 W for 382 48 feet to an von pun thence N 36-55 53 W for
92 92 feet to an iron pin, thence along a curve to the left having a radius of 340 00 feet an arc
length of 284 66 and a chord bearing and distance of N 60 58 08 W for 276 41 feet to an iron
pin, thence leaving said right of way along the common line of River Wind Holdings, LLC
(Deed Book 1153, Page 192) and WH Grathwol & Nathan Sanders (Deed Book 1920, Page
1228) N 05-03 57 E for 202 86 feet to an iron pin thence N 69-51 07 W for 181 05 feet to an
von pin thence N 35 00-36 W for 151 07 feet to an iron pin located on the southern right of way
of New Pointe Blvd (50 Private R/W), thence along said right of way N 54 57-27 E for 200 00
feet to an iron pin, thence N 54 57 31 E for 256 97 feet to an iron pm thence N 34-58-42 W for
49 85 feet to a point, thence along the north right of way of New Pointe Blvd Extension (50
Public R/W to be dedicated) N 54-54 50 E for a total of 891 53 feet to a point thence N 09 55
23 E for 29 73 feet to a point thence along the right of way of Ocean Gate Plaza S 34-58-25 E
for 98 07 feet to a point thence N 80-04 37 W for 38 25 feet to a point, thence along the south
right of way of New Pointe Blvd Extension S 54 55-23 W for 341 35 feet to a point, thence
along the common line of the Shops Tract S 35-04 37 E for 40 53 feet to a point, thence S 54 55
23 W for 59 01 feet to a point thence S 35-04 37 E for 601 04 feet to a point, thence N 54-55 23
E for 407 46 feet to a point being the Point of Beginning Said tract contains 25 859 acres or
1 126 444 square feet
FUTURE LEASE AREA GAS OUTLOT

lost Y 276610 nouk ?I8GP,9, 32
Commencing at NCGS monument "Abutment 1975", located in the State of North Carolina,
Brunswick County, USGS quad of Leland, thence S 30 54-57 E for 17,615 03 feet to an von put
located at the intersection of the southern right of way of US Highway 17 (Ocean Highway)
(340 Public R/W) and the western right of way of Ocean Gate Plaza (100' Access & Utility
Easement), thence along the right of way of Ocean Gate Plaza S 34-58 25 E for 324 43 feet to an
von said pin being the Point of Beginning thence along the right of way of Ocean Gate Plaza S
34-58 25 E for 172 96 feet to a point thence along the common line of the Shops Tract S 54 55
24 W for 163 50 feet to a point, thence N 35 04-40 W for 180 39 feet to a point, thence N 09 55-
23 E for 27 73 feet to a point, thence N 54-55-23 E for 117 16 feet to a point, thence S 80-04 37
E for 38 25 feet to a point being the Point of Beginning Said tract contains 0 738 acres, 32,177
square feet

Inst p 2I6670 Book 2186Page 33
EXHIBIT if -
Legal Description of Seller Parcel
All of those certain tracts or parcels of land situate and being in Brunswick County, State of
North Carolina being shown and designated as Outlots and Shops Tract on a Survey Entitled
A LTA/ACSM Land Title Survey for Leland Retail Investment L L C and Wal-Mart Real
Estate Busi ess Trust prepared by Freeland & Associates, Inc , dated April 4, 2005, last revised
on June 0 , 2005 and further shown on a map entitled Subdivision Plat for Leland Retail
Investment L L C prepared by Freeland & Associates Inc , dated April 4 2005, last revised on
June ?�, 2005, and recorded in the Brunswick County Register of Deeds in Map Book
3AA Pages 519 and EI5 and being more particularly described as
follows
OUTLOTS
Commencing at NCGS monument 'Abutment 1975' , located in the State of North Carolina
Brunswick County, USGS quad of Leland thence S 30 54-57 E for 17,615 03 feet to an iron pill
located at the intersection of the southern right of way of US Highway 17 (Ocean Highway)
(340 Public R/W) and the western right of way of Ocean Gate Plaza (100 Access & Utility
Easement), said pin being the Point of Beginning thence along the right of way of Ocean Gate
Plaza S 34-58 25 E for 226 36 feet to a point, thence along the north right of way of New Pointe
Blvd Extension (50 Pnvate R/W to be dedicated) S 09 55-23 W for 29 73 feet to a point, thence
S 54 54 50 W for 891 53 feet to a point, thence along the common line of Cross Creek Land Co
(Deed Book 1646 Page 256) N 34-58-42 W for 249 74 feet to an iron pin located on the
southern right of way US Highway 17 (Ocean Highway), thence along said right of way N 54-
55 28 E for 801 21 feet to an iron pin, thence N 64-25 42 E for 4 87 feet to a right of way
monument thence N 55 40 13 E for 106 52 feet to the Point of Beginning Said tract contains
5 221 acres 227 430 square feet
SHOPS TRACT
Commencing at NCGS monument Abutment 1975 , located in the State of North Carolina,
Brunswick County USGS quad of Leland, thence S 30 54 57 E for 17,615 03 feet to an iron pin
located at the intersection of the southern right of way of US Highway 17 (Ocean Highway)
(340 Public R/W) and the western right of way of Ocean Gate Plaza (100 Access & Utility
Easement), thence along the right of way of Ocean Gate Plaza S 34 58 25 E for 497 39 feet to an
iron pin being the Point of Beginning, thence S 34 58 25 E for 257 20 feet to an iron pin, thence
S 50 01 57 W for 13 64 feet to an iron pm thence S 39 58-03 E for 60 00 feet to an iron pin,
thence N 50-01 57 E for 27 33 feet to an iron pin thence along a curve to the right, having a
radius of 320 00 feet, an arc length of 132 29 feet and a chord bearing and distance of S I8-17-30
E for 131 35 feet to a point thence leaving said right of way S 54-55 23 W for 407 46 feet to a
point, thence N 35-04-37 W for 60104 feet to a point, thence N 54-55-23 E for 59 01 feet to a
point thence N 35 04-37 W for 40 53 feet to a point on the south right of way of New Pointe
Blvd Extension (50 Private R/W to be dedicated) thence along said right of way N 54-55-23 E
for 224 19 feet to a point thence S 09 55 23 W for 27 73 feet to a point, thence S 35 04-40 E for
180 39 feet to a point thence N 54-55-24 E for 163 50 feet to a point being the Point of
Beginning Said tract contains 5 483 acres or 238,857 square feet

Blurt icY County--RrNtister of Deeda
Robert J Robinson
Inst #337336 Book 2415Page 1026
06/23/2006 12:23 23prn Rec#�2�js/G3
5TOTALa@�LREV _ TC#—',12_
REC# CKAMT�CWIW4'
CASH REF _BY-12,5_
Leland, NC Store #4273
When recorded return to
Troutman Sanders LLP
434 Fayetteville Street Mall
Suite 1100
Raleigh, North Carolina 27601 1 t
in
r
0
0
u7
FIRST AMENDMENT TO EASEMENTS WITH
COVENANTS AND RESTRICTIONS AFFECTING
LAND
THIS FIRST AMENDMENT is made as of the 11�1 day of Mtn
2006, between WAL-MART REAL ESTATE BUSINESS TRUST, a Delaware statutory trust
("Wal-Mart") and LELAND RETAIL INVESTMENT, L L C , a South Carolina limited
liability company ("Developer")
WITNESSETH
WHEREAS Wal-Mart and Developer entered into that certain Easements with
Covenants and Conditions Affecting Land ("ECR ) dated July 5, 2005, which is recorded on
July 8 2005 with the Brunswick County NC Register of Deeds at Book 2186, Page 19, and
WHEREAS, Wal-Mart and Developer desire to provide for a further subdivision
of the Outparcels (as defined in the ECR)
NOW, THEREFORE for and in consideration of the premises, easements,
covenants conditions restrictions and encumbrances contained herein the sufficiency of which
is hereby acknowledged, the ECR is hereby amended as follows
Exhibit C to the ECR is hereby replaced with Exhibit C-1 a copy of which is attached and
incorporated by reference

Irut N 337336 Book 2415Page 1027
IN WITNESS WHEREOF, the parties have executed this Amendment the day
and year first written above
WAL-MART REAL E TATE BUSINESS
TR , a gelaware tutory trust
1
By
QhnCla k
wna Vice President
"Wal-Mart"
Ap e rtr s only
S7 A FE OF ARKANSAS by _
V� LEGAL DEPT
COUNTY OF BENTON G - - __ _4;L3r1v4
I, 2_qr Q r Ar-,Z 1(a# , a Notary Public of the County and State
aforesaid, certtty that John E Clarke, g personally known to me, personally came before me
this day and acknowledged that he is Regional Vice President, of Wal-Mart Real Estate Business
Trust a Delaware statutory trust, and that he, as Regional Vice President, being authorized to do
so and as the act of the company on behalf of said trust voluntarily executed the foregoing for
the purposes stated therein
Witness my hand and official stamp or seal, this /8 day of _JA, 2006
My Commission Expires
q11 //'/
(NO1 ARY SEAL)
=as
DLEY
LIC°
ton Countyes 41112014
v
wLa
NoAry Public
Printed Name (0 7/rl r a C BYcaQ/�
T

Inst N 337336 Book 2415Page 1028
LELAND RETAIL INVESTMENT, L L C ,
a South Carolina limited lability company
By WRS, Inc a South CarQlma corporation,
Its Manaar /
0
STATF OF SOUTH CAROLINA
COUNTY OF AIKEN
Arthur i KeDes, the Vice
I Susan L Hogue, a Notary Public of the County and State aforesaid, certify that
Arthur f Kepes, being personally known to me, personally came before me this day and
acknowledged that he is Vice President of WRS Inc a South Carolina corporation, the Manager
of Leland Retail Investment L L C , a South Carolina limited lability company and that he, as
Vice President being authorized to do so voluntarily executed the foregoing on behalf of said
corporation and limited liability company for the purposes stated therein /
Witness my hand and official stamp or seal, this " " day of i„ 2006
Notary Kublic
Printed Name Susan L Hogue
My Commission Expires
October 14, 2007
(NOTAR,Y,SEAL)

Inst # 337336 Book 2415Page 1029
EXHIBIT C-i
(Developer Tract and Outparcels legal description)
SHOPS TRACT
All that certain tract or parcel of land situate and being in Brunswick County State of North Carolina,
being shown and designated as Shops Tract on a Survey Entitled "ALTA/ACSM Land Title Survey for
Leland Retail Investment L L C and Wal-Mart Real Estate Business Trust' prepared by Freeland &
Associates, Inc , dated April 4, 2005 last revised on June 29, 2005 and further shown on a map entitled
Subdivision Plat for Leland Retail Investment, L L C prepared by Freeland & Associates, Inc , dated
April 4, 2005 last revised on June 27, 2005, and recorded in the Brunswick County Register of Deeds in
Map Book 32 Pages 514 and 515 and being more particularly described as follows
Commencing at NCGS monument `Abutment 1975 located in the State of North Carolina, Brunswick
County USGS quad of Leland thence S 30-54-57 E for 17,615 03 feet to an iron pm located at the
intersection of the southern right of way of US Highway 17 (Ocean Highway) (340' Public R/W) and the
western right of way of Ocean Gate Plaza (100' Access & Utility Easement), thence along the right of
way of Ocean Gate Plaza S 34-58-25 E for 497 39 feet to an iron pm being the Point of Beginning, thence
S 34-58-25 E for 257 20 feet to an iron pin thence S 50-01-57 W for 13 64 feet to an iron pin, thence S
39-58-03 E for 60 00 feet to an iron pm thence N 50-01-57 E for 27 33 feet to an iron pm, thence along a
curve to the right having a radius of 320 00 feet, an arc length of 132 29 feet and a chord bearing and
distance of S 18-17-30 E for 131 35 feet to a point, thence leaving said right of way S 54-55-23 W for
407 46 feet to a point thence N 35-04-37 W for 601 04 feet to a point thence N 54-55-23 E for 59 01 feet
to a point thence N 35-04-37 W for 40 53 feet to a point on the south right of way of New Pointe Blvd
Extension (50 Private R/W to be dedicated), thence along said right of way N 54-55-23 E for 224 19 feet
to a point thence S 09-55-23 W for 27 73 feet to a point thence S 35-04-40 E for 180 39 feet to a point
thence N 54-55-24 E for 163 50 feet to a point being the Point of Beginning Said tract contains 5 483
acres or 238 857 square feet
OUTPARCELS
All those certain tracts or parcels of land situate and being in Brunswick County, State of North Carolina,
being shown and designated as Outlot No I, Outlot No 2, Outlot No 3, and Outlot No 4 on a map
entitled 'Subdivision Plat for Outlots of Leland Retail Investment, L L C' prepared by Freeland &
Associates Inc dated January 24 2006 and recorded in the Brunswick County Register of Deeds in
Map Book 35 Page 36 and being more particularly described as follows
Outlot I
Beginning at an iron pin located on the southeastern right-of-way of US Hwy 17 (Ocean Highway— 340'
right-of-way) and the southwestern of Ocean Gate Plaza (100 Access and Utility Easement), thence
along the southwestern of Ocean Gate Plaza S 34-58-25 E for 226 36 feet to an iron pin, thence along the
northwestern right-of-way of New Pointe Boulevard Extension (50 right-of-way), S 09-55-23 W for
29 73 feet to an iron pin thence S 54-54-50 W for 210 86 feet to an iron pin, thence along the common
line of Outlot 2 N 34-58-42 W for 249 61 feet to an von pm located on the southeastern right-of-way of
US Hwy 17 (Ocean Highway) thence along said right-of-way, N 54-55-28 E for 120 55 feet to an iron
pin thence N 64-25-42 E for 4 87 feet to a right-of-way monument thence N 55-40-13 E for 106 52 feet
to the Point of Beginning Said tract contains 1 319 acres more or less
4

Inst # 337336 Book 2415Page 1030
Outlet 2
Commencing at an iron pin located on the southeastern right-of-way of US Hwy 17 (Ocean Highway —
340' right-of-way) and the southwestern of Ocean Gate Plaza (100' Access and Utility Easement), thence
along the southeastern right-of-way of US Hwy 17 (Ocean Highway), S 55-40-13 W for 106 52 feet to a
right-of-way monument, thence S 64-2542 W for 4 87 feet to an iron pin thence S 54-55-28 W for
120 55 feet to an iron pin being the Point of Beginning Thence along the common line of Outlet 1, S 34-
58-42 E for 249 61 feet to an iron pin, thence along the northwestern right-of-way, of New Pointe
Boulevard Extension (50 right-of-way), S 54-54-50 W for 225 00 feet to an iron pin, thence along the
common line of Outlet 3 N 34-58-42 W for 249 65 feet to an von pin located on the southeastern right-
of-way of US Hwy 17 (Ocean Highway) thence along said right-of-way, N 54-55-28 E for 225 00 feet to
the Point of Beginning Said tract contains 1 289 acres more or less
Outlot 3
Commencing at an von pin located on the southeastern right-of-way of US Hwy 17 (Ocean Highway —
340 i ight-of-way) and the southwestern of Ocean Gate Plaza (100' Access and Utility Easement) thence
along the southeastern right-of-way of US Hwy 17 (Ocean Highway), S 55-40-13 W for 106 52 feet to a
right-of-way monument thence S 64-25-42 W for 4 87 feet to an von pin thence S 54-55-28 W for
345 55 feet to an von pin being the Point of Beginning Thence along the common line of Outlot 2, S 34-
58-42 E for 249 65 feet to an von pm thence along the northwestern right-of-way of New Pointe
Boulevard Extension (50 right-of-way), S 54-54-50 W for 227 00 feet to an von pin, thence along the
common line of Outlot 4, N 34-58-42 W for 249 69 feet to an von pun located on the southeastern right-
of-way of US Hwy 17 (Ocean Highway) thence along said right-of-way N 54-55-28 E for 227 00 feet to
the Point of Beginning Said tract contains 1 301 acres, more or less
Outlet 4
Commencing at an von pin located on the southeastern right-of-way of US Hwy 17 (Ocean Highway —
340 right-of-way) and the southwestern of Ocean Gate Plaza (100' Access and Utility Easement), thence
along the southeastern right-of-way of US Hwy 17 (Ocean Highway), S 55-40-13 W for 106 52 feet to a
right-of-way monument thence S 64-25-42 W for 4 87 feet to an von pin thence S 54-55-28 W for
572 55 feet to an von pin being the Point of Beginning Thence along the common line of Outlet 3, S 34-
58-42 E for 249 69 feet to an von pm thence along the northwestern right-of-way of New Pointe
Boulevard Extension (50 right-of-way) S 54-54-50 W for 228 66 feet to 4n von pin, thence along the
common line of Cross Creek Land Company (Deed Book 1646, page 256) N 34-58-42 W for 249 74 feet
to an von pun located on the southeastern right-of-way of US Hwy 17 (Ocean Highway), thence along
said right-of-way N 54-55-28 E for 228 66 feet to the Point of Beginning Said tract contains 1 310 acres
more of less

P 1
FILE MODE
--------------
887 MEMORY TX
* * COMMUNICATION RESULT REPORT ( MAR 31 2005 1 46PM ) * * *
TTI NCDENR WIRO
OPTION ADDRESS (GROUP) /R^T PAGE
h
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
9-18642975187
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F Easley, Governor
Date 3/30/05
To David Graffws
Company Gray Engineering
FAX # [phone]
FAX COVER SHEET
P 4/4
William G Ross, Jr„ Secretary
No. of Pages. 4 (Incl Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #. [phone]
Phone #. [phone]
DWQ Stormwater Project Number: SW8 050316
Project Name: Proposed Retail Shopping Center, Leland, NC
MESSAGE
David,
A Request for Additional Information is attached for the referenced project The original
will be mailed to Mr. Kepes, and a copy will be mailed to you
J /1

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F Easley, Governor
Date 3/30/05
To David Graffius
Company Gray Engineering
FAX # [phone]
William G Ross, Jr, Secretary
FAX COVER SHEET
No of Pages 4 (Incl Cover)
From Paul Bartlett
Water Quality Section -
Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number SW8 050316
Project Name Proposed Retail Shopping Center, Leland, NC
MESSAGE
David,
A Request for Additional Information is attached for the referenced project The original
will be mailed to Mr Kepes, and a copy will be mailed to you
ENB\ptb S\WQS\STORMWATER\ADDINFO\2005\050316
127 Cardinal Drive Extension Wilmington NC 28405-3945 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

AiF9 Michael F Easley, Governor
QG William G Ross, Jr, Secretary
7 North Carolina Department of Environment and Natural Resources
1
Alan W Klimek P E Director
g Division of Water Quality
March 30, 2005
Mr Arthur Kepes, Manager
WR of Leland, LLC
2361 South Centennial Drive
Aiken, SC 29803
Subject Request for Additional Information
Stormwater Project No SW8 050316
Proposed Retail Shopping Center, Leland, NC
Brunswick County
Dear Mr Kepes
The Wilmington Regional Office received a Stormwater Management Permit Application for the
Proposed Retail Shopping Center, Leland, NC on March 30, 2005 A preliminary review of that
information has determined that the application is not complete The following information is
needed to continue the stormwater review
IV,1/ Please provide a copy of the certification that WR of Leland, LLC has registered
with the North Carolina Department of the Secretary of State and that Arthur
Kepes is registered as an authorized agent for WR of Leland, LLC
Please provide signed originals of the application, wet detention basin
V supplements, and off -site system supplement
3 Please clarify Drainage Area #2 The application lists an area of 10 5 acres and
the drawings and calculations list 10 24 acres
4 Please add a third column to the drainage area table of Section III 6 of the
application and list information for Drainage Area D1 (drainage to off -site
detention pond, Stormwater Permit #SW8 990807) A marked copy is attached
for your use
�5' Please add the impervious area for Area C4 in the Drainage Area 1 column, "Off -
site" row of Section III 6 of the application The listed drainage area of 24 1 acres
appears to include Area C4, but the impervious area for C4 needs to be listed in
X/ w� the 'Off -site" row in the lower table It appears that the "Proposed Impervious
f ° Area" and "% Impervious Area" rows in the upper table and the "Total"
Impervious Surface Area row in the lower table change as a result of adding C4
P v_6-"� Please report all built -upon areas in square feet on the application
7 -- Please provide a copy of the proposed deed restrictions for the "Future Lease
✓ Area" to include all required conditions and limitations
i Please modify Pond #2 to include a 10'-wide vegetated shelf with a 6 1 slope or
flatter at the perimeter of the permanent pool, as provided for Pond #1, and
modify all drawings and calculations accordingly
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicet 877-623 6748 One
Wilmington Regional Once Wilmington NC 28405 3845 FAX [phone] Internet h2o enr state nc us NorthCarol/ma
An Equal OpportumtylAfiirmative Action Employer — 50% Recycledl10% Post Consumer Paper Na[{i Wall y

Mr Arthur Kepes
March 30, 2005
Stormwater Application No SW8 050316
9 / Please correct the overall length dimension for the east strip mall building
on Drawing No CV-1 A, sheet 8 of 20 It appears the dimension should be
225' instead of 100' Calculations don't appear to be impacted
Please note that this request for additional information is in response to a preliminary
review The requested information should be received by this Office prior to April 6,
2005, or the application will be returned as incomplete The return of a protect will
necessitate resubmittal of all required items, including the application fee
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter The request must indicate the date by which you expect to submit the required
information
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215 1 and
is subject to enforcement action pursuant to NCGS 143-215 6A
Please reference the State assigned project number on all correspondence Any
original documents that need to be revised have been sent to the engineer or agent All
original documents must be returned or new originals must be provided Copies are not
acceptable if you have any questions concerning this matter please feel free to call me
at [phone]
Sincerely,
al ` 7, [�
Paul T Bartlett, P E
Environmental Engineer
ENB/ptb S\WQS\STORMWATER\ADDINFO\2005\050316
cc David J Graffius, P E , Gray Engineering Consultants, Inc
Paul T Bartlett, P E
Page 2 of 2

2 If this application is being submitted as the result of a renewal or modification to an existing permit list the
exist'^g permit number NIA and its lss, a date (lf kno%n) N/A
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
3 Total Project Area37 29
5 How many drainage areas does the project have?.
Cape Fear
River basin
4 Project Built Upon Area 68
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
Jackeys Creek
Jackeys Creek
Receiving Stream Class
C. w
C Sw
Drainage Area
24 1 Acres S
10 5 Acres S
Existing Impervious Area
0 Acres U S
O S
Proposed Impervlous Area
Acres S
8 0 Acres 5
% Impervious* Area (total)
.73e/o'
76%
Impervious Surface Area
Drainage Area i
Drainage Area 2
On -site Buildings
41,850 sf t 0 Acres
203,818 sf (4 7 Acres
On site Streets
0 5 Acres
0 Acres D
J
On site Parking
15 2 Acres
/
s Y
2 5 A,-wrJ
5
On -site Sidewalks
0 8 Acres
(p 8 Acres
S
Other on site
0 Acres)
0 Acres) o
S�
Off -site
C,49rAcres
5
Acre
S
Total Acre
S
Total
3
Impervious area is dented as the bud[ upon area including but not limited to
sidewalks gravelareas etc �5..
0 r4-7 r i-c ckvct .-t- �-c -f. Je�1",(' .-i
r c- Lof5 e i `j!1
Form S W U 101 Version 3 99 Page 2 of 4
buildings roads parking areas
4r� .P i�
✓,r y Creel
C _
/cz ;EcFt 23�
O
7/ ccd
6� o
ezc D i
7f 00z W1 61"
�W C)9�����

GRAY ENGINEERING CONSULTANTS, INC. E°
April 18, 2005
Paul T Bartlett, P E
NCDENR Wilmington Regional Office
NC Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
910 395 3900
RE Stormwater Management Permit Application
Stormwater Project No SW8 050316
Proposed Retail Shopping Center
Town of Leland
Brunswick County, North Carolina
GEC No 240073-D
Dear Mr Bartlett
Enclosed please find the following for your review and approval for the above referenced project
d , I One (1) copy of the revised sheet CV-2
A�o� tte�q • One (1) copy of the revised calculations from the Stormwater Management and Erosion Control
Report
l In reply to the review letter from you to Mr Arthur Kepes dated April 11 2005, we offer the following
point by point response to each of the review comments
Comment I In our calculations, we assumed Area C4, an off -site area that drams to a ditch on the subject
property, to have no impervious area, as existing conditions indicate As such no impervious area
was included in our calculations Per our phone conversion on April 12, 2005, we have revised the
plans to disconnect this flow from our pond system A pipe and ditch system has been added from the
existing discharge point on our site to the existing ditch along the right rear of the site
Please review the plans and information and should you have any questions or comments do not hesitate to
contact me directly We would greatly appreciate your prompt response and look forward to receiving your
approval
0 ✓M iv,^o� c�cS fly `f` y �l
Sincerel
t AY ENGI ERMG C NSULTANTS, INC
1 «( _ nF 4
Q S le Young
7 Enclosure
cc Mr Arthur Kepes n�J
Mr Bo Murphy /✓ (/,
KMY/kmy RECEIVED
240073-20050418-NCDENRdoc APR 19 2009
BY�w 6 6141

04/18/2005 09 29 8642975187 GRAY ENGINEERING PAGE 01/02
GRAY ENGINEERING CONSULTANTS, INC.
Paul T Bartlett, P E
NCDENR Wilmington Regional Office
NC Division of water Quality
127 Cardinal Drive Extension
336 Fayetteville Street
Raleigh, NC 27602
9 i o 395 3900
Dear Mr Bartlett
April 19 2005
Poet -it' Fax Note 7671
m PA�i- BRRi
Levil
MIYL*�V
°o'°ei" WATeR duAL
ENSw
Pirono a 10 315 3900
Pnona r $6 q
291 3mZrt
FU0 10 350 ZOe14
Faxn 844
ZT7 511i'7
RE Stormwater Management Permit Application
Stormwater Project No SW8050316
Proposed Retail Shopping Center
Town of Leland
Brunswick County, North Carolina
GEC No 240073-D
Enclosed please find the following for your review and approval for the above referenced project
• One (1) copy of the revised sheet CV 2
One (1) copy of the revised calculations from the Stormwater Management and Erosion Control
Report
In reply to the review letter from you to Mr Arthur Kepes dated April 11 2005, we offer the following
point by point response to each of the review comments
Comment 1 In our calculations, we assumed Area C4, an off -site area that drains to a ditch on the subject
property, to have no impervious area as existing conditions indicate As such, no impervious area
was included in our calculations Per our phone conversion on April 12, 2005 we have revised the
plans to disconnect this flow from our pond system A pipe and ditch system has been added from the
existing discharge point on our site to the existing ditch along the right roar of the site
Please review the plans and information and should you have any questiooa or comments do not hesitate to
contact me directly We would greatly appreciate your prompt response and look forward to receiving your
approval
Enclosure
cc Mr Arthur Kepes
Mr Bo Murphy
KMY/kmy
240073-20050418•NCDENR doc
Sincerely,
GRAY ENGINEERING CON LTANTS, INC
K614 Young
RECEIVED
5 8ypp
c� 5_" `C73/�
BY %�

04/18/2005 09 29 8642975187 GRAY ENGINEERING PAGE 02/02
w wrio /
NZ
lolp-
A'
m tyo �
\1�
�y 31
'�� r ____� ♦ � pIZ 31
� Zp lZ 31
1
1
1 A ♦♦
f^ 1 rh
-70
1
c� ♦♦
C i 1 -M� ♦1♦
O 1
1
d
o e .♦,
fTt z %%
Ttl ♦ �'
7p

I
Developed Flow to Structures
Structure No
Area
IS
Area
AC
Coefficient
TOC (t,) I
Rainfall
10 YR
In/hr
Flow
10 YR
cis
Inlet
Capacity
cfa
Entrance
min
In Pipe
min
+ — IOUTFALL#AO
AO
OUTLET
JHW
Al
10500
024
090
698
Oil
725
1 57
8
7 50
A2
13250
030
090
686
0 12
725
198
B
7 50
A3
22000
051
090
669
017
725
330
B
7501
A4
11500
026
090
653
016
725
1 72
B
750
A5
30500
070
090
622
0 17
725
467
B
7 50
A6
17750
041
090
592
029
725
266
D
780
A7
6000
014
090
585
007
725
090
D
780
A8
1800
004
090
512
074
725
027
D
780
A9
1 75
090
500
012
725
1142
A
2000
A10
24500
056
090
615
029
725
367
1 8
750
All
37000
085
090
680
035
725
554
B
750
Al2
76250
1 75
090
500
080
725
1142
2B
1500
A13
27750
064
090
577
0 52
725
4 16
B
750
A14
32250
074
090
500
077
725
483
B
750
A 15
25750
059
085
603
049
725
364
B
750
A16
28750
066
085
555
048
725
407
B
750
A17
35750
082
090
500
055
725
636
A
2000
A18
35500
081
090
568
050
725
532
B
750
A19
45000
1 03
090
500
0 68
725
674
B
750
620
2700
0 06
0 90
5 12
073
7 25
0 40
D
780
A21
i 75
090
5 00
012
7 25
11 42
A
20 00
A22
1 75
090
500
012
1 725
1 1142
A
2000
- OUTFAL'L'#BOi
1
BO
OUTLET
H W
81
15000
034
090
500
725
2 25
D
780
82
24250
056
085
500
725
343
D
780
B3
14000
032
085
500
725
198
D
780
B4
17000
039
085
Soo
725
241
D
780
85
21000
048
080
500
725
280
D
780
B6
27000
062
090
500
725
404
B
750
B7 -
33000
076
090
500
725
494
B
7 50
+ OUTFALL
#C01 I'
CO
OUTLET
H W
Cl
180001
041
085
1 500
1
1 725
1 255
O
780
C2
2300
1 005
080
500
1
1 725
1 031
1 D
7 80
C3
1 16300
1 037
085
500
1
1 725
1 231
1 D
780
-- I 70UTFALL#DOi
h+s' i 1 �++
DO
I EX SD
I
1
1
1
JEX S
D1
1 72775
1 167
1 090
1
1
17 25
10 90
2D 15 60
+OUTFALL
#E01 I'
EO
I OUTLET
H W
El
117250
2 69
0 90
600
725
1 1756
1 D
780
E2
56000
1 29
090
5 00
7 25
839
D
880
E3
7900
018
1 090
500
725
118
1 D
980
E4
1 39750
1 091
1 090
500
1
7 25
596
1 C
'^ rr 1, t+ � OUTFALW#F01`
FO
OUTLET
H W
F1
SD MH1
725
367
C
F2
24500
1 056
090
500
7 25
3 67
D
7 80
F3
11000
1 025
090
600
1
7 25
1 65
1 D
1 880
GO
OUTLET
E D
01
POND
1 090
1
1
725
1 3555
1 O S
I OUTFALL'1#D01
+ -
HD
OUTLET
E D
H1
POND
090
1
1
725
1 3006
1 0 S
RE C lF+ TN TG D
APR z 2 2005
�S"WB �3iG
v
\�\\\ N I C A R 0
e. QFSS/U(��
!.n\ SEA
KMY
240073 WMI SDcaIcS Now Design XLS
4122120 5
mil, M4 7°Yvn

Recommended Pipe SizelSlope
From To
Cumulative
Flow (Q+°)
cis
Pipe
Size
in
Velocity
(V°)
(fps)
Actual
Slope
%
Actual
Capacity (Q°)
cis
Q > Q °?
i4 OUTFAL'L'4AO
AO
At
AO
10638
48
1693
060
111 2
YES
A2
Al
104 80
48
1668
060
111 2
YES
A3
A2
102 82
48
1636
060
111 2
YES
A4
A3
6990
42
12 71
050
71 1
YES
A5
A4
4306
36
914
050
47 1
YES
A6
A5
3849
36
817
040
422
YES
A7
A6
3583
36
760
033
383
YES
A8
A7
1169
24
372
033
130
YES
A9
AS
1142
24
363
033
130
YES
A70
A3
2063
24
657
085
208 1
YES
All
A10
1696
24
540
067
185 1
YES
Ail
All
1142
24
364
050
160
YES
A13
A3
899
18
381
100
105
YES
A14
A13
483
15
246
100
65
YES
A15
A4
1307
24
4 16
085
208
YES
A16
AlS
942
18
400
085
97
YES
A17
A16
536
18
227
050
74
YES
A18
A4
1206
24
384
050
160
YES
A19
A18
674
18
286
050
74
YES
A20
A7
11 1
24
3 76
050
160
YES
A21
A20
111%
24
363
033
130
YES
A22
A7
11 42
24
3 63
033
130
YES
1OUTFALL4B0,
SO
B1
BD
21 85
24
6 95
095
220
YES
B2
81
1960
24
6 24
080
202
YES
63
82
1617
24
515
055
168
YES
B4
B3
1419
24
462
050
160
YES
B5
B4
11 78
24
3 75
050
160
YES
86
B5
899
18
381
075
91
YES
B7
86
494
15
252
075
56
YES
CO
C1
CO
516
1 24
1 164
1 065
182
YES
C2
I Cl
1 261
1 24
083
050
160
YES
C3
C2
231
15
1 17
050
46
YES
'r "OUTFAL'V4D01
Do
61
DO
1 1090
1 18
1 463
1 1 10
11 0
YES
0 TFALL74E01 -
s
EO
Et
EO
2322
24
10 53
2 50
35 8
YES
E2
E7
1553
24
494
115
242
YES
E3
I E2
7 14
1 18
303
1 1 00
105
YES
E4
E3
595
18
263
1 1 00
1 106
YES
10UTFAL'L,4F01 "' I
FO
F1
1 FO
1 532
1 18
1 226
1
1 YES
F2
F1
532
1 18
1 226
1
1 S
F3
F2
165
1 18
1 070
1 100
1 105
YES
tOUTFALL 4DO' I
GO
G1
GO
3555
36
1 764
1 050
1 47 1
YES
3 r' OUTFAL'L 4D01
HO
H1
HO
3005
1 36
1 638
050
1 47 1
YES
KMY
240073 Whll SDCalcs New Design XLS
412V2005

S TORM DRAIN SCHEDULE
FROM
TO
LENGTH
FT
PIPE I
DIA SLOPE
IN %
INVERT ELEVATION
INFL END EFFL END
FT FT
AO
Al
AO
110
48
060
1616
1550
A2
Al
118
48
060
1687
1616
A3
A2
170
48
060
1789
1687
A4
A3
123
42
050
1850
1789
A5
A4
94
36
050
1897
1850
A6
A5
143
36
040
1955
1897
A7
A6
34
36
033
1966
1955
A8
A7
165
24
033
2020
1966
A9
A8
26
24 1
033
2029
2020
A10
A3
114
24
085
1886
1789
All
A10
114
24
067
1962
1886
Al2
All
175
24
050
2050
1962
A13
A3
120
18
100
1909
1789
A14
A13
114
15
100
2023
1909
A15
A4
123
24
085
1955
1850
A16
A15
116
18
085
2053
1955
A17
A16
75
18
050
2091
1 2053
A18
A4
114
24
050
1907
1850
A19
A18
117
18
050
1966
1907
A20
A7
165
24
050
2048
1966
A21
A20
26
24
033
2057
2048
A22
A7
1 26
24
033
1974
1966
-
OUTFALL#BO
BO
Bt
BO
65
24
095
1662
1600
B2
B7
194
24
080
1817
1662
63
B2
135
24
055
1891
1817
B4
B3
100
24
050
1941
1891
B5
B4
89
24
050
1986
1941
B6
B5
101
18
075
2061
1986
B7
B6
118
15
075
21 50
2061
_ - --
OUTFALL
#CO_ _
_ t-
co
Ct
CO
94
24
0 65
20 61
TO00
C2
C7
120
24
0 50
21 21
2061
C3
I C2
1 160
1 15
1 050
1 2201
1 21 21
STRUCTURE
NO
TYPE
INLET
TOP WEIR
ELEV ELEV
BTM
ELEV
DEPTH
FT)
AO
H W
1550
Al
B
2450
2450
1616
834
A2
B
2430
2430
1687
743
A3
6
2400
2400
1789
611
A4
B
2430
2430
1850
580
A5
B
2430
2430
1897
533
A6
D
2540
2490
1955
586
A7
D
2540
2490
1966
574
A8
D
2640
2590
2020
620
A9 I
A
2583
2500
2029
554
A10
B
2400
2400
1886
514
All
B
2400
2400
1962
438
Al2
2B
2400
2400
2050
351
A13
B
2400
2400
1909
491
A14
B
2400
2400
2023
377
A15
B
2400
2400
1955
445
A16
B
2400
2400
2053
347
A17
A
2483
2400
2091
392
A18
B
2430
1 2430
1907 1
523
A19 I
B
2430
2430
1966
464
A20
D
26 40
25 90
2048
592
A21
A
2583
2505
1 2057
526
A22
A
2583
2500
11 1974
609
�.._OUTFALL
#BO_
_ _ _ _-
_
B0�
H W�
1600
B1
D
2400
2350
1662
738
B2
D
2430
2380
1817
613
B3
D
2500
2450
1891
609
134
D
2500
2450
1941
559
B5
D
2500
2450
1986
5 14
B6
B
2460
2460
2061
399
B7
B
2450
2450
21 50
300
----=`OUTFALL#CO"
J
CO
H W
20 00
Cl
D
2490
2440
20 61
429
C2
1 D
2550
1 2500
1 2121
429
C3
I D
2550
1 2500
1 2201
349
KMY
240073 WMI JDwJ o-Ntw De igfIXLS
4122/2005
r

S TORM DRAIN SCHEDULE
FROM
TO
LENGTH
FT
PIPE
DIA
IN
SLOPE
%
I INVERT ELEVATION
INFL END
FT
EFFL END
FT
DO
D1
I DO
I
1 18 1 110
."':g'
=L='- `
—OUTFALL #EO-7
7� ' " z
EO
E1
EO
36
24
250
i690
1600
E2
Et
181
24
115
7898
1690
E3
E2
146
18
1 001
0 44
1898
E4
E3
43
18
1 QO
2087
2044
£'=..7;a-'
-=,-LM.
—,'ZOUTFALL
FO
FI
FO
i 41
18
2 50
1653
1550
F2
F1
1 168
18
1 50
1905
1653
F3
F2
104
18
1 1 00
2009
1905
OUTFALC#GO:,.4._
=_��-:`.''.-.i."...i�
GO
G1 GO
70
36 050
1550
1515
HO-
-
-
-
-
-
H7 HO
140
36
050
1 1600
1530
STRUCTURE
NO
TYPE
INLET
TOP WEIR
ELEV ELEV
BTM
ELEV
DEPTH
(FT)
m -,--OUTFALL #DO®-
DO
EX SD
'
Dt
2D
2500
24 50
"'-OUTFALL#EQ�K—`='
-- - -
H W
1600
D
24 50
24 00
i6 90
760
IE3
D
24 70
2142220
18 98
572
D
2450
2400
2044
4O6
C
2540
20 87
I 4 53
.�,
ALL #FD:.�i.�
'.
FO
H W
1550
Ft
C
2470
16 53
818
f2
D
2320
2270
19 Oo
416
F3
I D
2450
2400
2009
442
"` a
—----OUTFALL#G0='7
"=-<
GO
HW
1515
G1
O S
1550
µ
HO
H W
1530
H1
OS
1600
KMY
240073 WM1 SDeaics New Design %LS
41MMS

�i

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F Easley, Governor
Date 4/11/05
To David Graffius
Company Gray Engineering
FAX # [phone]
William G Ross, Jr, Secretary
FAX COVER SHEET
No of Pages 3 (Incl Cover)
From Paul Bartlett
Water Quality Section -
Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number SW8 050316
Project Name Proposed Retail Shopping Center, Leland, NC
MESSAGE
David,
A Request for Additional Information is attached for the referenced project The original
will be mailed to Mr Kepes, and a copy will be mailed to you
/'�"J �- z�0(�"
ENB\ptb S\WQS\STORMWATER\ADDINFO\2005\050316
127 Cardinal Drive Extension Wilmington NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

1=71ER 31?p/�\
�11Ud llS V L1J/1S V JS���S 1�� E G C�
GRAY ENGINEERING CONSULTANTS, INC. 3
Kyle Young (Ext 13)
TO
NCDENR Wilmington Regional Office
123 Cardinal Drive Extension
Wilmington, NC 28045
910 395 3900
ATTN CAMERON WEAVER, Permit Cood
Express Permitting
DATE 03/30/OS G E C JOB# 240073-D
RE
PROPOSED RETAIL SHOPPING CENTER
US 17 AND WEST GATE DRIVE
LELAND, NORTH CAROLINA
WE ARE TRANSMITTING
SHOP DRAWINGS
X
PLANS
SOIL RESULTS
LETTER
SUBMITTALS
SPECIFICATIONS
COST ESTIMATE
SEE DETAIL
PRINTS
ATTACHED
CALCULATIONS
CHECK
MAILED VIA
UNITED STATES MAIL OVERNIGHT NEXT AFTERNOON BY HAND
OVERNIGHT NEXT MORNING 2N° DAY DELIVERY COURIER SERVICE
AS CHECKED BELOW
FOR APPROVAL
X
PRELIMINARY
REVIEW & COMMENT
APPROVED AS SUBT
FOR YOUR USE
FOR CONSTRUCTION
BID DOCUMENTS
APPROVED AS NOTED
FOR FIELD USE
AS REQUES FED
PERMIT
REVISE & RESUBMIT
QTY
REVISION NO
DESCRIPTION
3
E
REVISED CVj & CV A (PER CAROL MILLER'S COMMENTS 03/29/05
1
ORIGINAL
REVISED SWU 101, 102,106
2
ORIGINAL
REVISED FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
Cameron,
The included revised plan sets are for your review and approval Please respond to our office with any questions Thank
you
Kyle Young
kyoung@grayengmeertng com
DISTRIBUTION
FILE 240073-20050330-NCDENR doc
DISTRIBUTION
SIGNED
132 Pilgrim Road • Greenville, S C 29607
Phone [phone] • Fax [phone]

GRAY ENGINEERING CONSULTANTS, INC.
March 22, 2005
Cameron Weaver
Express Permit Coordinator RECEIVED
North Carolina Department of the Environment and Natural Resources (NCDENR)
Division of Land Quality and Division of Water Quality MAR 2 4 2005
Wilmington Regional Office
127 Cardinal Drive Extension BY j{ 0jp7J��
Wilmington, NC 28405
RE Request for Plan Approval
Proposed Retail Shopping Center
Highway 17, Town of Leland
Brunswick County, North Carolina
GEC#240073D
Dear Mr Weaver
Per our recent discussions, enclosed please find the following package for your express review
and approval for the above referenced project for stormwater and erosion and sedimentation control
• Two (2) copies of the Erosion and Sedimentation Control and Grading and Drainage Plans
(Sheets ES-1, ES - IA, CV-2, CV-2A, CV-7, CV-8, CV-9)
• Two (2) copies of the Stormwater Management and Sedimentology Report which includes the
detailed narrative, calculations and permanent water quality calculations
• One (1) original signed copy of the Financial Responsibility/Ownership Form
• One (1) original and one (1) copy of the Stormwater Management Permit Application Form (101)
• One (1) original and one (1) copy of the Wet Detention Basin Supplement (102)
• One (1) original and one (1) copy of the Off -Site System Supplement (106)
• ACE documentation for the project
• Once (1) copy of the S WPPP specifications
• Two checks in the amount of Eight Thousand One Hundred Twenty ($8,120 00) Dollars made out
to NCDENR for all review fees
• $1,700 00 Land Disturbance Fee based on $50/disturbed acres x 34 acres
$4,000 00 Express Land Disturbance Review Fee
• $420 00 Stormwater Review Fee
$2 000 00 Express Stormwater Review Fee
Please review the plans and information and should you have any questions or comments, do not
hesitate to contact me direct We would greatly appreciate your prompt response and look forward to
receiving your comments
Sincerely,
Y ENGINE ERING CONSULTANTS, INC
VI�J �614C,A�FiIIJ
Fndotiure
cc Bo Murphy WRS Realtv Inc
DIG/dIg
o-closet\240073\05g10317 doe
132 Pilgrim Road - Greenville, South Carolina 29607
Phone [phone] - Fax [phone]

RRb, IqL .-Wachovia Bank NA `
' Columbia SC 29226
P 0 Rur 7339 _ � � _
411"ii SC 29404
67776
00j1 649-1a l l 532
.
DATE - CHECK NO AMOUNT
March 14, 2005 5595 $******5,700 00
Pay ************************Five thousand seven hundred dollars and no cents
PAY NCDENR
TO THE
ORDER OF
'00000559Sim

STORMWATER MANAGEMENT
AND
SEDIMENTOLOGY REPORT
For The Proposed
RETAIL SHOPPING CENTER
Along Ocean Highway (US Hwy 17)
Town of Leland, Brunswick County, North Carolina
Prepared for
WR of Leland, LLC
2361 South Centennrtal Drive
Aiken, SC 29803
Prepared by
Gray Engineering Consultants, Inc
132 Pilgrim Road
Greenville, SC 29607
March 17, 2005

TABLE OF CONTENTS
Project Description
Soils
Hydrology and Hydraulic Conditions
Site Location Map
Site Vicinity Map
Sit Aerial Map
Pre -Development Conditions
Post -Development Conditions
Storm Drain and Rip -Rap Outlet Stabilization Design
Sedimentology
Erosion and Sedimentation Control Devices
1
1
1
2
3
4
5
5
6
6
6

1
e
I
H
I
U
I
k
I
I
r
I
Tables
Table I
Pre -Development Peak Flow Summary 5
Table II
Post -Development Pond No 1 Peak Flow Summary 5
Table III
Post -Development Pond No 2 Peak Flow Summary 6
Table IV
Post -Development Total Peak Flow Summary 5
Table V
Trapping Efficiency for Sediment Basins 6
Appendices APPENDIX A Pre -Development Conditions Map
Pre-Dev Conditions SEDCAD Calculations
Pre-Dev Curve Number Determination
Precipitation Figures
APPENDIX B Post -Development Conditions Map
Post-Dev Conditions SEDCAD Calculations
Post Dev Curve Number Determination
Pond Volume Calculations
APPENDIX C Wet Detention Pond Design Pond 1
Wet Detention Basin Supplement Pond 1
Wet Detention Pond Design Pond 2
Wet Detention Basin Supplement Pond 2
APPENDIX D Storm Drainage Map
Storm Drainage Design
Riprap Outlet Protection Map
Riprap Outlet Protection Design
Buoyancy Calculations
Emergency Spillway Calculations
APPENDIX E Temporary Sediment Basins Map
Sedimentology SEDCAD Calculations
Temporary Sediment Trap Calculations
Soils Map
Soils Data
I

STORMWATER MANAGEMENT and SEDIMENTOLOGY REPORT
PROPOSED RETAIL SHOPPING CENTER
TOWN OF LELAND, BRUNSWICK COUNTY, NORTH CAROLINA
' Project Description
WR of Leland, LLC is proposing the construction of a Retail Shopping Center
development to be located in the Town of Leland, Brunswick County, North Carolina The site
is located on a 37 30 acre tract of land along the southern side of Ocean Highway (US Hwy 17),
located southwest of downtown Leland Refer to the Site Vicinity Map and the Site Location
' Map The existing ground cover consists of a combination of open area, wooded and brushy
area, and wetland area The site is generally very flat, and sits at or below the highway
I
I
I
I
I
I
I
I
I
11
The project will consist of the construction of approximately 240,000 square feet of
building area and associated road improvements, parking, drives, two wet stormwater detention
facilities, landscaping, and development of four outparcels This stormwater management report
considers the pre -development and the post -development conditions for the entire project site
The stormwater detention facilities were sized for the post -development conditions that assume
the full build -out of all the proposed development, including the outparcels The total disturbed
area for this project will be approximately 34 acres, no wetlands will be disturbed Upon
completion, approximately 68% of the development will consist of impervious area, and the
remainder will be grassed and landscaped
Sods
The site soils are generally composed of three types of soils, Foreston, Lynchburg, and
Norfolk, according to data obtained from Brunswick County Soils are typically classified as
loamy fine sand and classified in Hydrologic Soil Groups B and C Refer to the Soils Map and
the Soil Survey of Brunswick County, North Carolina, by the USDA, issued November 1976
Hydrology and Hydraulics
The proposed development's site stormwater management plan has been designed such
that the post -development peak runoff rates are less than the pre -development peak runoff rates
for the 2-, 10-, and 25-year storm events The emergency spillways have been designed to
handle the post -development 100-year storm events NOAA Rainfall datum specific to the site
was used The SEDCAD 4 method of analysis was utilized to produce the pre- and post -
development peak runoff rates All data and computations reported in the following narrative
and presented in the Appendices reflect the SEDCAD 4 method of analysis Refer to Appendix A
for pre -development calculations and Appendix B for post -development calculations
11

t
i
I
I
I
G
rl
I
I
[1
I�
I
I
NORTH
j
I
I I
' I
II
I
\
I
I
I
I
I /
i
i
SITE VICINITY MAP
RETAIL SHOPPING CENTER
Leland, Brunswick County, North Carolina
Not to Scale

I
F
LJ
u
I
I
I
7
I
I
I
[1
I_
I
I
=USM7 km W of Wilmington, North Carolina, United States 01 Jul 1990
IL
4.�JI 7
l ' ' 1-
�:-
c
6 i
�f
t y r
—L
`lye 1 ....
0' '1F m 0' SMi
bite 1 Opograpnlc Map
Town of Leland Brunswick County North Carolina

i
I
I
17
I
i
1
1
=LJ=6- km W of Wilmington, North Carolina, United States 06 Mar 1993
TV
'v raft
,5 gy
U
.r�ti`
,.. �i
i t � l y 1(tN1jpTL
t I
Site Aerial Ma
Town of Leland Brunswick County, North Carolina

A
Pre -Development Conditions
' Under pre -development conditions, the site drains to two general outlets The first outlet
is a small ditch that runs north -south along the eastern side of the property This ditch features a
small wetland area at the rear edge of the site, which crosses a under a proposed road via a 24"
' CPP This outlet drains two-thirds of the existing site The second outlet is a small ditch in the
western portion of the site Both ditches ultimately drain to the wetland areas surrounding
Jackeys Creek, part of the Cape Fear River Basin There is a limited off -site area of
approximately 2 5 acres contributing to the site's watershed It drains under an existing gravel
road bordering the property and into a ditch at the edge of the property This ditch drains to the
same wetland area that is part of Jackeys Creek Also, an additional outlet has been provided for
' the northwest portion of the site, labeled as lot Nos 8 and 9 Existing storm drainage is in place
to drain the two lots to an existing detention pond southwest of West Gate Drive
' The watershed area under pre -development conditions is approximately 25 4 acres for the
eastern outlet (Pre-Dev Area No 1) and 8 0 acres for the western outlet (Pre-Dev Area No 3)
' An additional theoretical area of 2 6 acres (Pre-Dev Area No 4) has been considered for the
northwest portion of the site Detention for lot Nos 8 and 9, which are part of this development,
has already been constructed as part of a previous development of this site The existing
' detention pond provides for the 85% impervious development of lot Nos 8 and 9 Supporting
hydrologic data and pre -development calculations for the shopping center project can be found in
the Appendix A
Table I Pre -Development Peak Flow Summary
LJ
I
PRE -DEVELOPMENT PEAK FLOW SUMMARY
STORM EVENT
PRECIPITATION
PRE-DEV AREA
PRE-DEV AREA
PRE-DEV TOTAL
NO 1 OUTFLOW
NO 3 OUTFLOW
OUTFLOW
(YEAR)
(IN)
CFS)
(CFS)
(CFS
2
45
1422
1484
2906
10
70
3905
3023
6928
25
81
1 5152
1 3725
8877
100
100
1 7442
1 4947
12389
Post -Development Conditions
Under post -development conditions, there are two (2) permanent on -site wet detention
' facilities designed to detain the increased runoff from the proposed development Detention
Pond No 1 will drain all the proposed outparcels (including full build -out), the parking areas,
and the retail shops Detention Pond No 2 will drain the large retail store and parking area at the
' western edge of the site These ponds will outlet to energy dissipaters situated in a slight sump
area above the existing ditch and wetland area in the rear of the property
' Post development flows for the existing storm drainage outlet at the northwest comer of
the property, Area No 4, are lower than pre development flows because the impervious area

equals 62% which is less than the maximum 85% designed This area, which includes Lot No 8
and No 9, has detention already provided to the southwest of the property
The calculations for the post -development drainage areas account for the build -out of this
development Supporting hydrologic data and post -development calculations can be found in the
Appendix B
Table I1 Post -Development Pond No 1 Peak Flow Summary
POST -DEVELOPMENT POND NO 1 PEAK FLOW SUMMARY
STORM EVENT
(YEAR)
PEAK FLOW TO POND
CFS
PEAK OUTFLOW
FROM POND CFS
MAXIMUM WATER
SURFACE ELEVATION
2
7232
922
1956
10
11854
3555
21 29
25
13868
7463
21 86
100
1 17326
149,01
22.20
TOP OFDIKE =2300 ES CREST =2125 TOP OFRISER =2000 PERM POOL EL=1550
Table III Post -Development Pond No 2 Peak Flow Summary
POST -DEVELOPMENT POND NO 2 PEAK FLOW SUMMARY
STORM EVENT
YEAR
PEAK FLOW TO POND
CFS
PEAK OUTFLOW
FROM POND CFS
MAXIMUM WATER
SURFACE ELEVATION
2
3366
1048
1972
10
5371
3005
2096
25
6247
4381
21 29
100
7754
62.86
21.70
TOP OFDIKE =2300 ES CREST=21 00 TOP OFRISER =2000 PERM POOL EL=1600
Table IV Post -Development Total Peak Flow Summary
POST -DEVELOPMENT COMBINED PONDS PEAK
FLOW SUMMARY
STORM EVENT
POST-DEV
COMBINED POND
PRE-DEV TOTAL
(YEAR)
OUTFLOW
OUTFLOW
(CFS)
CFS
2
1883
2906
10
5650
6928
25
8761
8877
100
16923
12389

I
1
11
I
n
L
11
F
L
',I
Storm Dram and Rip -Rap Outlet Stabilization Design
Refer to the site Grading and Storm Drainage Plan for the pond location, grading, and
layout configuration of the stormwater collection and conveyance system The stormwater
conveyance system was designed using the Rational method The 10-year stone for Brunswick
County, North Carolina has a rainfall intensity of 7 25 inches per hour and was used for design
Also, inlet capacity calculations were completed to ensure proper sizing of inlets per their
individual drainage area The np-rap outlet stabilization was sized based on the 10-year design
flow determined at each pipe outfall Refer to Appendix C for additional information
Sedimentology
In order to control sediment runoff during construction, the permanent on -site stormwater
detention basins will be used as sediment basin Two additional temporary sediment traps will
be constructed at existing outlets at the edge of the property to control sedimentation As shown
in Table V below, the sediment basins all exceed a minimum trapping efficiency of 90% for the
10-year storm event The temporary sediment traps and basins are designed for 1800 ft3 of
storage per disturbed acre In addition to the sediment basins, best management practices such as
silt fencing, directional berms, inlet protection, stone check dams, nprap outlet protection, and
construction exits (stone mud -mats) will be used Refer to Appendix D for sedimentology
calculations
Table V Trapping Efficiency for Sediment Basins
SEDIMENT BASIN TRAPPING EFFICIENCY
NO 1 (PERM POND 1) 92 0%
NO 2 (PERM POND 2) 90 5%
NO 3 (TEMP SED POND) 91 0%
Erosion and Sedimentation Control Devices
Construction Exits
Two (2) construction exits will be installed as per the plans and details They will be
located at either ends of New Point Blvd at the main exits from the site It will be
necessary to monitor and replace or repair this exit as needed The contractor will place
barriers at all other entrances to local roads to control traffic entering and exiting the site
These barriers will be maintained until the site is stabilized
2 Temporary Berms and Ditches
Temporary berms and ditches will be placed along property boundaries, disturbance
limits, and bordering wetland areas These ditches will allow sediment -laden runoff to be
directed to sediment traps or basins These barriers will provide added sedimentation
protection

I
3 Silt Fencine
Rows of silt fencing will be installed at the base of all fill slopes, along property
' boundaries, and next to wetland areas This barrier will provide added sedimentation
protection Silt fencing is also required around all topsoil stockpiles
4 Storm Dram Inlet Protection
As added projection, anywhere there is a storm structure inlet proposed, inlet protection
in the form of silt fencing, inlet traps, or block and gravel will be installed to filter any
sediment from entering the storm drain system
5 )wrap Outlet Protection
Anywhere there is a storm outfall, properly sized riprap aprons shall be installed to
reduce flow velocity, minimize sediment -laden runoff and reduce erosion
' The project will generally consist of two (2) phases of construction Phase One shall
' consist of contractor mobilization, demolition, immediate clearing only to install all initial
temporary erosion control devices as shown on the Phase One Plan These measures include
construction exits, silt fencing, berms, intercepting channels, temporary ditches, sediment traps
and sediment basins Phase Two shall include the following grading the building pad,
constructing main fill slopes, installing storm drainage and all other utilities, conversion of the
sediment basins to permanent detention ponds, improving/widerang roadways, and bringing the
asite to final stabilization as shown on the Grading, Drainage, and Erosion Control Plan
Refer to the Appendices for all calculations and refer to the detailed Grading and Storm
' Drainage Plans and Miscellaneous Details for all specific details, notes, and the construction
sequences
L
L
1
1

I
I
I APPENDIX A
' PRE -DEVELOPMENT CONDITIONS MAP
'
PRE -DEVELOPMENT CONDITIONS
SEDCAD CALCULATIONS
AREAS NO 1 AND NO 3
PRE -DEVELOPMENT
CURVE NUMBER DETERMINATION
' PRECIPITATION DATA FOR 2, 10, 25 AND 100-YEAR STORMS
C
r
I
I
I
I
I

�., A .�I ��j "/ ��/` ^y�yKW'Y�r y.y�..�5. -_ =-.—t-�...._ _-✓ �lyyT \_'YaF=�•��-�Y) � -�_ —�- _-
r v
\
_ �- � � ^v-x-� + .v �A ,� �h1 'w-�'- _• .n.t��ue_u�,u'�—s1' `_tnM �n�u.A.r..v u�� �� . � y l i
�M
u� sW ru o,d • ��5j� _ 4 K'y\y4 �� \ \ 4�ry�� '?4�i � /•��, � s u �n � I� u Y ••' Y u iR ^~` 1__.
_ L
NEW P INTE BLVD.
it
o
--
• �� ��
u aY - - J 4 N�i r lop
Equ f 4
9 PIT
ey15114SG 7�A NiO- 3
70
WeT
rl\ f
a�, JAIJ�y
\
¢`
'At � Sw DS
ME7iArp �UM� Y�y4i
s M
Z4"
X tsT►4 C-
C,,uLv eo-`vl
P R-o f?Os ED �—'£TA 1 C._.
L6-r,-I.,A►49 t,JC.
►JOT?o SC.A LIS
'PR.E-DfdE1,oPMfAT
CoaDltloNS

1
1
1
1
1
1
1
1
1
1
1
1
SEDCAD 4 for Windows
r, ­hf loon P­1. i c, h ,ten
GEC No. 240073
Pre -Development Conditions
AREA No. 1
Kyle M Young
Gray Engineering Consultants, Inc
132 Pilgrim Road
Greenville, SC 29607
Phone [phone]
Email dgraffus@grayengineering com
Filename 240073-Pre Areal sc4
Printed 03-14-2005

SEDCAD 4 for Windows
r- nnbr 1009 Oemnla 1 cnh —.
1
1
1
1
1
i
General Information
Storm Information:
Storm Type NRCS Type II
Design Storm 2 yr - 24 hr
Rainfall Depth 4 500 inches
2
Filename 240073-Pre-Areal sc4
Printed 03-14-2005

SEDCAD 4 for Windows
rnn nnm l oon 0o 1. 1 G,h, rah
Structure Summary:
Immediate Total Peak Total
Contributing Contributing Discharge Runoff
Area Area Volume
(ac) (ac) (cfs) (ac ft)
# 1 25 380 25 380 1422 241
N
Filename 240073 Pre -Areal sc4
Printed 03-14-2005

SEDCAD 4 for Windows
r- —n , IQQA Gamny I cne ah
Subwatershed Hydrology Detail:
SVu SWS
SWS Area
Time of
Musk K Curve
Peak
Runoff
Conc
Musk X UHS
Discharge
Volume
# #
(ac)
(hrs)
(hrs) Number
(cfs)
(ac ft
#1 1
25 380
0 736
0 000 0 000 62 000 F
5152
7 686
5'
25 380
,.
5152
7 686
Subwatershed Time of Concentration Details:
Stru
#
SWS
#
Land Flow Condition
Slope (%) Vert Dist Horiz Dist
(ft) (ft)
Velocity
(fps)
Time (hrs)
#1
1
3 Short grass pasture
050 500 1,00000
0 560
0 496
6 Grassed waterway
073 800 1 10000
1 270
0 240
#1
1
Time of Concentration
0 736
C
Filename 240073 Pre Areal sc4
Printed 03 14 2005

SEDCAD 4 for Windows
1
1
1
1
1
1
a
1
Filename 240073 Pre Areal sc4
General Information
Storm Information:
Storm Type NRCS Type II
Design Storm 100 yr 24 hr
Rainfall Depth 10 000 inches
2
Printed 03 14 2005

1
1
1
1
1
1
i
1
1
1
1
1
1
1
1
1
1
SEDCAD 4 for Windows
-- —M icon o„oaio I c.n on
Filename 240073 Pre Areal sc4
Structure Summary:
Immediate Total Total
Contributing Contributing pihagekRunoff
Area Area Volume
(ac) (ac) (cfe) (ac ft)
# 1 25 380 25 380 7442 1093
4
Printed 03 14 2005

SEDCAD 4 for Windows
1
1
I
C
I
1
1
Subwatershed Hydrology Detail:
Stru SWS
SWS Area
Time of
Musk K Curve
Peak
Runoff
Conc
Musk X UHS
Discharge
Volume
# #
(ac)
(hrs)
(hrs) Number
(cfs)
(ac ft
#1 1
25 380
0 736
0 000 0 000 62 000 F
7442
10 926
25 380
7442
10 926
Subwatershed Time of Concentration Details:
Stru
#
SwS
#
Land Flow Condition
Slope (%)
Vert Dist Honz Dist
(ft) (ft)
Velocity
(fps)
Time (hrs)
#1
1
3 Short grass pasture
050
500 1,00000
0 560
0 496
6 Grassed waterway
073
800 1 10000
1 270
0 240
#1
1
Time of Concentrabon
0 736
G
1
Filename 240073 Pre Areal sc4
Printed 03 14 2005

1
1
1
1
1
1
1
1
1
1
1
1
1
1
i
1
SEDCAD 4 for Windows
Filename 240073 Pre Area3 sc4
GEC No. 240073
Pre -Development Conditions
AREA No. 3
Kyle M Young
Gray Engineering Consultants, Inc
132 Pilgrim Road
Greenville, SC 29607
Phone [phone]
Email dgraffius@grayengineering com
Printed 03 14 2005

SEDCAD 4 for Windows
rnn nnm IQQA 0-1n I Qrh mF
General Information
Storm Information:
Storm Type NRCS Type II
Design Storm 2 yr 24 hr
Rainfall Depth 4 500 inches
2
Filename 240073 Pre-Area3 sc4
Printed 03 14 2005

SEDCAD 4 for Windows
Structure Summary:
Immediate
Total
Total
Contributing
Contributing
Runoff
Area
Area
Dischakge
Volume
(ac)
(ac)
(ds)
(ac ft)
# 1 7 960
7 960
1484
1 11
4
Filename 240073 Pre Area3 sc4
Printed 03 14 2005

SEDCAD 4 for Windows
1
1
1
1
Subwatershed Hydrology Detail:
Stru SWS
SWS Area
Time of
Musk K Curve
Peak
Runoff
Conc
Musk X UHS
Discharge
Volume
# #
(ac)
(hrs) Number
(hrs)
(cfs)
(ac ft)
# 1 1
7 960
0 091
0 000 0 000 70 000 F
14134
1 110
E
7 960
1484
1 110
Subwatershed Time of Concentration Details:
Stru
#
SWS
#
Land Flow Condition
Slope (%)
Vert Dist Hortz Dist
(ft) (ft)
Velocity
(fps)
Time (hrs)
# 1
1
1 Forest with heavy ground litter
320
400 12500
0 450
0 077
9 Small streams Flowing bankfull
120
600 50000
9 850
0 014
#1
1
Time of Concentration
0 091
Filename 240073 Pre Area3 sc4
I
Printed 03 14 2005

SEDCAD 4 for Windows
( — —n . I QA eamda I Q,F —F
General Information
Storm Information:
Storm Type NRCS Type II
Design Storm 10 yr 24 hr
Rainfall Depth 7 000 inches
2
Filename 240073 Pre Area3 sc4
Printed 03 14 2005

SEDCAD 4 for Windows
ram.. —,a Iooa 0-1. 1 c,h .�
Structure Summary:
Immediate
Total
Total
Contributing
Contributing
Discharge
Runoff
Area
Area
Volume
(ac)
(ac)
(Cfs)
(ac ft)
# 1 7 960
7 960
3023
240
4
Filename 240073 Pre Area3 sc4
Printed 03 14 2005

SEDCAD 4 for Windows
r--Fl,o.A P—i.I C,.—.
Subwatershed Hydrology Detail:
Stru SWS
SWS Area
Time of
Musk K Curve
Peak
Runoff
Conc
Musk X UHS
Discharge
Volume
# #
(ac)
(hrs)
(hrs) Number
(cfs)
(ac ft)
# 1 1
7 960
0 091
0 000 0 000 70 000 F
3023
2 400
E
7 960
3023
2 400
Subwatershed Time of Concentration Details:
Stru
#
SWS
#
land Flow Condition
Slope (%)
Vert Dist Horiz Dist
(ft) (ft)
Velocity
(fps)
Time (hrs)
# 1
1
1 Forest with heavy ground litter
320
400 12500
0 450
0 077
9 Small streams Flowing bankfull
120
600 50000
9 850
0 014
#1
1
Time of Concentration
0 091
0
Filename 240073 Pre Area3 sc4
Printed 03 14 2005

1
1
1
1
1
1
SEDCAD 4 for Windows
r— —h. Iaon 0-1. 1 0.e oe
General Information
Storm Information;
Storm Type NRCS Type II
Design Storm 25 yr 24 hr
Rainfall Depth 8 100 inches
9
Filename 240073 Pre Area3 so4
Printed 03 14 2005

SEDCAD 4 for Windows
r— —ti L oan o-1. i c.n ue
Structure Summary:
Immediate
Total
Total
Contributing
Contributing
Peak
Runoff
Area
Area
Discharge
Volume
(ac)
(ac)
(cis)
(ac ft)
# 1 7 960
7 960
3725
302
4
Filename 240073 Pre Area3 sc4
Panted 03 14 2005

1
1
1
1
SEDCAD 4 for Windows
Subwatershed Hydrology Detail:
Stru SWS
SWS Area
Time of
Musk K Curve
Peak
Runoff
Conc
Musk X UHS
Discharge
Volume
# #
(ac)
(hrs) Number
(hrs)
(ffs)
(ac ft)
# 1 1
7 960
0 091
0 000 0 000 70 000 F
3725
3 018
E
7 960
3725
3 018
Subwatershed Time of Concentration Details:
Stru
#
SWS
#
Land Flow Condition
Slope (%)
Vert Dist Horiz Dist
(ft) (ft)
Velocity
(fps)
Time (hrs)
# 1
1
1 Forest with heavy ground litter
320
400 12500
0 450
0 077
9 Small streams Flowing bankfull
120
600 50000
9 850
0 014
#1
1
Time of Concentrabon
0 091
a
Filename 240073 Pre Area3 sc4
Printed 03 14 2005

SEDCAD 4 for Windows
r--.11... 0-1. 1 Crh alp
General Information
Storm Information:
Storm Type NRCS Type II
Design Storm 100 yr 24 hr
Rainfall Depth 10 000 inches
2
Filename 240073 Pre Area3 sc4
Printed 03 14 2005

SEDCAD 4 for Windows
r— ..per 1... o-1. i q,� oh
Structure Summary:
Immediate
Total
peak
Total
Contributing
ContriArea butingDischarge
Runoff
Volume
(ac)
(ac)
(cfs)
(ac R)
# 1 7 960
7 960
4947
413
I
Filename 240073 Pre Area3 so4
Printed 03 14 2005

SEDCAD 4 for Windows
r- -H,00a P-i. i o-F .ti
1
1
1
1
Subwatershed Hydrology Detail:
Stru SWS
SWS Area
Time of
Musk K Curve
Peak
Runoff
Conc
Musk X UHS
Discharge
Volume
# #
(ac)
(hrs)
(hrs) Number
(cfs)
(ac R)
#1 1
7 960
0 091
0 000 0 000 70 000 F
4947
4 129
7 960
4947
4 129
Subwatershed Time of Concentration Details:
Stru
#
SWS
#
Land Flow Condition
Slope (%)
Vert Dist Honz Dist
(ft) (R)
Velocity
(fps)
Time (hrs)
#1
1
1 Forest with heavy ground litter
320
400 125 00
0 450
0 077
9 Small streams Flowing bankfull
120
600 50000
9 850
0 014
#1
1
Time of Concentration
0 091
C
Rlename 240073 Pre Area3 sc4
Printed 03 14 2005

JOB NAME
JOB NUMBER
PAGE NO
PROPOSED LARGE RETAIL CENTER LELAND INC
240073 D
JOB DESCRIPTION
BV
OATE
PRE —DEVELOPMENT AREA
DJG
03/14/05
I f I ' I I 1 ( 1 I I ' I i f ' ' I
SOIL TYPE JACKEYS CREEK (HYDROLOGIC GROUPS AND C) I {
i i a i i
PRE—DEV DRAINAGE AREA NO, 1 1 i I '
t 1 I l i f I I I I i l
TYPE OF COVER j
AACREAGE
I CN VALUE
WOODEDHSGB 1 I
(1485AC�
1'551J
OPEN SPACE HSG—C i
10 53 Act
I71
WEIGHTED CN I
123 58 ACI
I ' 162
I
I I
1 1 Y I L_I
I I I
t I I
I i
PRE-DEV DRA'A jINAGEREA NO 1 2
TYPE OF COVER — —" --
ACREAGE—
CN'VALUE
WOODED HSG—'C !
1 7 37 AC i
170
OPEN SPACE HSG''—C
I 0 59 AC i
174
WEIGHTED CN
1796ACII
170
I
'
`—I'
I
I
^1
f
a
I
1
1
f
I
i
f
I I
f
I
Y I
1
a I 1
f
1
S
[ I
f
I
i
I
I
Y
i
{
f
I I I !
f
I {
a
E
t 1
f
I
a
I
I
f
I
!
GRAY ENGINEERING CONSULTANTS INC / 132 Pllunm Road / Greenville SC 29607 / 864 297 3027

1
1
1
1
1
13
Table 8 03b
Runoff Curve Numbers (CN)
Hydrologic Soil Group
A
B
C
D
Land Use/Cover
Cultivated land
without conservation
72
81
88
91
with conservation
62
71
78
81
Pasture land
ppoor condition
68
79
86
89
faircondition
49
69
79
84
good condition
39
61
74
80
Meadow
good condition
30
58
(5
78
Wood or forest land
Thin stand poor cover no mulch
45
ea.
7
83
Good stand good cover
25
5
0
77
Open spaces lawns parks golf courses cemeteries etc
good condition
grass cover on 75%
or more of the area
39
61
®
80
fair condition
grass cover on 50
to 75% of the area
49
69
79
84
Commercial and business
areas (85%impervious)
89
92
94
95
Industrial districts
(72%impervious)
81
88
91
93
Residential r Development completed and vegetation established
Average lot size Average % Impervious
1 /8 acre or less 65
77
85
90
92
1/4 acre 38
61
75
83
87
1/3 acre 30
57
72
81
86
1/2 acre 25
54
70
80
85
1 acre 20
51
68
79
84
2 acre 15
47
66
77
81
Paved parking lots roofs
driveways etc
98
98
(5,
98
Streets and roads
paved with curbs and
storm sewers
98
98
98
98
gravel
76
85
89
91
din
72
82
87
89
Newly graded area
81
89
93
95
Residential Development underway and no vegetation
Lot sizes of 1/4 acre
88
93
95
97
Lot sizes of 1/2 acre
85
91
94
96
Lot sizes of 1 acre
82
90
93
95
Lot sizes of 2 acres
81
89
92
94
1Curve numbers are computed assuming the runoff from the house and driveway is directed toward the street
source USDA SCS
80310
Rev 11/93

m
m
m = = = m o = m
m
3 55
44
T
2 year 1 day precipitation (inches)
x 1. m riw.
o xS So )S Im
RAINFALL DATA MAP
3 35 35 35
Slc
5' 01 1
4 3 5
35
PZ=4-s 10
u,rz.0

a
r.+
10 year 1 day precipitation (inches)
SON In Yliw
0 25 So 15 100
RAINFALL DATA MAP
46 48
5 52 54 56 58
,I� f ` I l 011.1YrYI 1 l
4B 0.
, f
� f .. � w � � �� / � lO� �
On
\ YCOY [C. a �[[/
' ��`V �♦ c I1. 1_ / `J°� f�`/ a d,
o CCii �"
1 I _ Ohl
52 54 56 %
� r
6
6 5 �%
2 Pam*
6
/_
65
I

07 _T
O �
(� C
25 year 1 day precipitation (inches)
A m
0
es
x
N Sob In Yllw
(P
m
0 tS 50 75 100
a
a
RAINFALL DATA MAP
a
0
6
5 55 6 55 6 65
i �' —T- -- -—T----T-,° -�T a �.
DK
5 'A ..ul la ° s �Eo°eco.esi . ,. ♦/ t.
6 1 0
_7 6
7 8 9 PC
6 6 5 �� .w. n. / uw. `Y
� BS
\✓ <a J / J . W � any*
8 P�
F7,5 = O. [ It-1
8
5
13

m m m m m m m m m 0 m m m m m i m m m
00 T
O b
f.J c
.+ m
os �
0 100 year 1 day precipitation (inches)
u
3
Swb In Ylln
0
0
.� 0 xs so n [oo
m
m
RAINFALL DATA MAP
a
d 6 65 7 75 8 9
a _ _
65•.�V `-� "�--1----1--I,,• Ifs» � �� _ �1'
�! /°L/��
a »r » OSO
10
7 moo
10 B 7
6 9
\\
9 %
to
P`
Plao - 10 O Ifs
Yll

1
1
1
1
1
1
1
1
1
APPENDIX B
POST -DEVELOPMENT CONDITIONS MAP
POST -DEVELOPMENT CONDITIONS
SEDCAD CALCULATIONS
AREAS NO 1 AND NO 2
POST -DEVELOPMENT
CURVE NUMBER DETERMINATION
POND VOLUME CALCULATIONS
PONDS NO 1 AND NO 2

SEDCAD 4 for Windows
1
1
i
1
1
1
Proposed Retail Shppina Center
Town of Leland, North Carolina
GEC No. 240073
Post -Development Conditions
DRAINAGE AREA No. 1
Ponds No. 1 and No. 2
Per NCDENR DWQ Requirements
Kyle M Young
Gray Engineering Consultants, Inc
132 Pilgrim Road
Greenville, SC 29607
Phone [phone]
Email dgraffius@grayenglneering com
Filename 240073 Post NEWDESIGN sc4
Printed 03 16 2005

SEDCAD 4 for Windows
l... 0-1. 1 Gh -n
1
I
I
I
1
General Information
Storm Information:
Storm Type NRCS Type II
Design Storm 2 yr 24 hr
Rainfall Depth 4 500 inches
2
Filename 240073 Post NEWDESIGN sc4
Printed 03 16 2005

SEDCAD 4 for Windows
P— —n . I... 0-10 I cah—.
1
I
I
I
Structure Networking:
Type
Stru
#
(flows
into)
Stru
#
Musk K
(hrs)
Musk X
Description
Pond
#1
=_>
#4
0 153
0 071
Post Dev Pond 1
Pond
#2
=_>
#4
0 125
0 075
Post Dev Pond 2
Null
#3
=_>
#4
0 000
0 000
Post Dev Wetland Area
Null
#4
=_>
End
0 000
0 000
Outlet
#3
Null
fi
#2
Pond
#1
Pond
#4
Null
Structure Routing Details:
Stru
#
land Flow Condition
Slope (%) Vert Dist Honz Dist
(ft) (ft)
Velocity Time (hrs)
(fps)
#1
1 Forest with heavy ground litter
123 190 15500
028 0 153
#1
Muskngum K
0 153
#2
1 Forest with heavy ground litter
141 190 13500
030 0 125
#2
Muskingum K
0 125
G
Filename 240073 Post NEWDESIGN sc4
Printed 03 16 2005

SEDCAD 4 for Windows
r— nH, loan P-1. I Gh ah
4
1
I�
[1
1
1
1
I
I
1
C
t
1
1
Structure Summary:
Immediate
Total
peak
Total
Contributing
Contributing
Discharge
Runoff
Area
Area
Volume
(ac)
(ac)
(Cfs)
(ac ft)
#3
1200
1200
131
0 12
In
33 66
3 16
#2
10 240
10 240
Out
1048
299
In
7232
703
# 1
24 110
24 110
Out
922
634
#4
0 000
35 550
1883
1031
1
Filename 240073 Post NEVVDESIGN sc4
Printed 03 16 2005

11
SEDCAD 4 for Windows
r— ,.n woc 0-1. 1 o,K .�
I
r
I
I
I
I
H
Structure #3 (Nulls
Post-Dev Wetland Area
Structure #2 (Pond )
Post-Dev Pond 2
Pond Inputs
Structure Detail:
Initial Pool Elev 16 10
Initial Pool 0 03 ac ft
Perforated Riser
Riser Riser Height
Barrel Barrel Barrel Slope
Number of
Di(n)ter (ft)
Diameter Length (ft) (%)
Manning s n Spillway Elev Holes per
6000 400
2400 14000 050
00120 2000 2
Pond Results
Emeroencv Soillwa
Spillway Elev Crest Length Left Right Bottom
(ft) Sideslope Sideslope Width (ft)
2100 4000 300 1 300 1 3000
Peak Elevation 1972
Dewater Time 2 43 days
Dewatering time is calculated from peak stage to lowest spillway
Elevation -Capacity -Discharge Table
Elevation
Area
(ac)
Capacity
(ac ft)
Discharge
(Bs)
Dewater
Time
(hrs)
1600
0 340
0 000
0 000
1610
0 345
0 034
0 000
Low hole SPW #1
1620
0 349
0 069
0 066
6 32*
1630
0 354
0 104
0 094
4 53*
1640
0 359
0 140
0 115
3 75*
1650
0 364
0 176
0 133
3 29*
1660
0 368
0 212
0 149
2 98*
5
Filename 240073-Post NEWDESIGN sc4
Printed 03 16 2005

SEDCAD 4 for Windows
r,...���n� �oov oo�,vio i Gtiwan
r
r
I
I
r
I
I
Elevation
Area
(ac)
Capacity
(ac ft)
Discharge
(ds)
Dewater
Time
(hrs)
1670
0 373
0 250
0 163
290
16 80
0 378
0 287
0 176
265
1690
0 383
0 325
0 188
255
1700
0 388
0 364
0 199
2 40
17 10
0 393
0 403
0 210
230
1720
0 398
0 442
0 220
225
1730
0 403
0 482
0 230
2 15
1740
0 408
0 523
0 240
2 10
1750
0 413
0 564
0 249
2 00
1760
0 418
0 605
0 257
2 00
1770
0 423
0 648
0 266
195
1780
0 429
0 690
1 337
670
1790
0 434
0 733
1 785
0 80
1800
0 439
0 777
2 131
0 60
18 10
0 446
0 821
2 423
045
1820
0 454
0 866
2 681
035
1830
0462
0912
2915
040
1840
0 469
0 959
3 131
035
18 50
0 477
1 006
3 332
0 35
1860
0 485
1 054
3 521
030
1870
0 492
1 103
3 700
035
1880
0 500
1 152
5 532
025
1890
0 508
1 203
6 383
0 15
1900
0 516
1 254
7 067
0 15
19 10
0 524
1 306
7 663
0 15'
1920
0 533
1 359
8201
0 10
1930
0 541
1 413
8 696
0 15
1940
0 549
1 467
9 159
0 10
19 50
0 557
1 522
9 595
0 15
19 60
0 566
1 579
10 009
020
19 70
0 574
1 636
10 405
19 72
0 576
1 647
10 477
0 20 Peak Stage
19 80
0 583
1 693
10 784
1990
0 591
1 752
11 149
20 00
0 600
1 812
11 501
Spillway #1
20 10
0 608
1 872
11 842
2020
0 617
1933
12 173
2030
0 625
1995
12 495
20 40
0 633
2058
12 807
20 50
0 642
2 122
17 216
20 60
0 650
2 187
22 631
y
1
Filename 240073 Post NEWDESIGN sc4
Pnnted 03 16-2005

' SEDCAD 4 for Windows
P— —Fl loan 0—.1. 1 crhwa6
7
i
r
I
i
I
I
I
I
I
I
1
1
Elevation
Area
(ac)
Capacity
(ac ft)
Discharge
(cfs)
Dewater
Time
(hrs)
2070
0 659
2 252
28 519
2080
0 668
2 319
29 630
2090
0 676
2 386
29 899
2100
0 685
2 454
30 164
Spillway #2
21 10
0 694
2 523
34 828
21 20
0 703
2 593
39 488
2130
0 712
2 663
44 147
2140
0 721
2 735
48 804
2150
0 730
2 808
53 458
21 60
0 739
2 881
58 111
2170
0 748
2 955
62 761
21 80
0 757
3 031
72 502
21 90
0 767
3 107
83 137
2200
0 776
3 184
94 623
22 10
0 785
3 262
108 037
2220
0 795
3 341
122 387
2230
0 804
3 421
137 644
2240
0 814
3 502
153 788
2250
0 823
3 584
170 801
2260
0 833
3 667
187 931
2270
0 843
3 750
205 836
2280
0 852
3 835
224 506
2290
0 862
3 921
243 934
2300
0 872
4 007
264 112
*Designates bme(s) to dewater-have been extrapolated beyond the 50 hour hydrograph limit
Detailed Discharge Table
Elevation
Perf Riser (d
Emergency
Spillway cfs
p y ( )
Combined
Totals)
Discharge
(cfs)
1600
0 000
0 000
0 000
1610
2 00>0 000
0 000
0 000
1620
0 066
0 000
0 066
1630
0 094
0 000
0 094
1640
0 115
0 000
0 115
1650
0 133
0 000
0 133
1660
0 149
0 000
0 149
1670
0 163
0 000
0 163
H
Filename 240073 Post NEWDESIGN sc4
Printed 03 16 2005

SEDCAD 4 for Windows
r- n h, loon 0-1. 1 G,b o6
I
I
I
O
I
1
I
11
A
I
Elevation
Pert Riser (ffs)
Emergency
Spillway (cfs)
Combined
Total
Discharge
(cfs)
1680
0 176
0 000
0 176
1690
0 188
0 000
0 188
1700
0 199
0 000
0 199
1710
0210
0000
0210
1720
0 220
0 000
0 220
1730
0 230
0 000
0 230
1740
0 240
0 000
0 240
1750
0 249
0 000
0 249
1760
0 257
0 000
0 257
1770
8 00>0 266
0 000
0 266
1780
1 337
0 000
1 337
1790
1 785
0 000
1 785
1800
2 131
0 000
2 131
18 10
2 423
0 000
2 423
1820
2 681
0 000
2 681
1830
2915
0000
2915
1840
3 131
0 000
3 131
1850
3 332
0 000
3 332
1860
3 521
0 000
3 521
1870
10 00>3 700
0 000
3 700
1880
5 532
0 000
5 532
1890
6 383
0 000
6 383
1900
7 067
0 000
7 067
1910
7 663
0 000
7 663
1920
8201
0 000
8201
1930
8 696
0 000
8 696
1940
9 159
0 000
9 159
1950
9 595
0 000
9 595
1960
10 009
0 000
10 009
1970
10 405
0 000
10 405
1980
10 784
0 000
10 784
1990
11 149
0 000
11 149
2000
11 501
0 000
11 501
2010
11 842
0 000
11 842
2020
12 173
0 000
12 173
2030
12 495
0 000
12 495
2040
12 807
0 000
12 807
2050
17 216
0 000
17 216
2060
22 631
0 000
22 631
2070
28 519
0 000
28 519
Filename 240073 Post NEWDESIGN sc4
Printed 03 16 2005

SEDCAD 4 for Windows
Structure #1 (Ponds
Post-Dev Pond 1
Pond Inputs
Elevation
Perf Poser (cfs)
Emergency
Emergency
(cfs)
Combined
Total
Discharge
(cfs)
2080
29
630
0 000
29 630
2090
29
899
0 000
29 899
21
00
30
164
0 000
30 164
21
10
30
428
4 400
34 828
21
20
30
689
8 799
39 488
2130
30
948
13 199
44 147
2140
31
205
17 599
48 804
21
50
31
460
21 999
53 458
2160
31
712
26 398
58111
21
70
31
963
30 798
62 761
21
80
32
212
40 291
72 502
2190
32
459
50 679
83 137
2200
32
704
61 920
94 623
22
10
32 947
75 090
108 037
2220
33
188
89 198
122 387
2230
33
428
104 217
137 644
2240
33
666
120 123
153 788
2250
33
902
136 899
170 801
2260
34
136
153 795
187 931
2270
34
369
171 467
205 836
2280
34
601
189 905
224 506
2290
34
831
209 103
243 934
2300
35
059
229 053
264 112
Initial Pool Elev 1560
Initial Pool 0 09 ac ft
Perforated Riser
Riser Poser Height Barrel Barrel Barrel Slope Number of
Diameter (ft) Diameter Length (ft) (ya) Manning s n Spillway Elev Holes per
eng
(in) (in) Elev
6000 4501 2400 7000 0501 00120 2000 2
Emergency SmIlway
0
Filename 240073 Post NEWDESIGN s04
Printed 03 16 2005

SEDCAD 4 for Windows
r— —hl LOON Gamnla I Q,h an
I
Pond Results
Spillway Elev Crest Length Left Right Bottom
(ft) Sldeslope Sideslope Width (ft)
2125 1000 300 1 300 1 5000
Peak Elevation 1956
Dewater Time 2 79 days
Dewaternng time is calculated from peak stage to lowest spillway
Elevation -Capacity -Discharge Table
Elevation
Area
(ac)
Capacity
(ac ft)
Discharge
(cfs)
Dewater
Time
(hrs)
1550
0 852
0 000
0 000
1560
0 858
0 086
0 000
Low hole SPW #1
1570
0 865
0 172
0 149
6 97*
1580
0 871
0 258
0 211
4 97*
1590
0 878
0 346
0 259
4 09*
1600
0 884
0 434
0 299
3 56*
16 10
0 890
0 523
0 334
3 21 *
1620
0 897
0 612
0 366
2 95*
1630
0 903
0 702
0 395
2 75*
1640
0 909
0 793
0 423
2 59*
1650
0 916
0 884
0 448
250
1660
0 922
0 976
0 473
245
1670
0 929
1 068
0 496
230
1680
0 935
1 162
0 518
220
1690
0 942
1 255
0 539
2 15
1700
0 948
1 350
0 559
2 10
1710
0 955
1 445
0 579
205
1720
0 962
1 541
0 598
195
1730
0 968
1 637
0 616
1 90
1740
0 975
1 735
0 634
190
1750
0 981
1 832
0 652
185
1760
0 988
1931
1 732
1 10
1770
0 995
2030
2 188
1 55
1780
1 001
2 130
2 542
105
1790
1 008
2 230
2 843
085
1800
1 015
2 331
3 109
070
1810
1 022
2 433
3 351
070
1820
1 028
2 536
3 575
065
1830
1 035
2 639
3 783
060
10
Filename 240073 Post NEWDESIGN sc4
Printed 03 16 2005

' SEDCAD 4 for Windows
rnn v.hr I0QA 0-1, I GF mh
i
I
'1
l J
1
i
Structure : 4 (Null)
1 Outlet
L
F1
11
i
1
1
1
1
Elevation
Perf Riser (cfs)
Emergency
(cfs)
Combined
TotalSpillway
Discharge
(cfs)
2180
36 114
10 261
46 375
2190
36 384
54 015
90 399
2200
36 653
71 648
108 301
22 10
36 919
90 972
127 892
2220
37 184
111 987
149 071
2230
37 447
132 005
169 452
2240
37 708
156 719
194 426
2250
37 967
182 948
220 915
2260
38 224
210 644
248 869
2270
38 480
239 767
278 247
2280
38 734
270 281
309 015
2290
38 986
300 905
339 892
2300
39 237
332 765
372 002
14
1
Filename 240073 Post NEWDESIGN sc4
Printed 03 16 2005

' SEDCAD 4 for Windows
r- -F1 IGOP P-1. I G,h-a
I
11
I
15
Subwatershed Hydrology Detail:
Stru
#
SWS
#
SWS Area
(ac)
Time of
Conc
(hrs)
Musk K
(hrs)
Musk X
Curve
Number
UHS
Peak
Discharge
(cfs)
Runoff
Volume
(ac ft
#3
1
1 200
0 165
0 000
0 000
63 000
F
131
0 120
1200
131
0 120
#2
1
10 240
0 051
0 000
0 000
93 000
F
3366
3 164
10 240
3366
3 164
#1
1
24 110
0 125
0 000
0 000
91 000
F
7232
7 028
24 110
7232
7 028
#4
E
35 550
1883
10 312
' Subwatershed Time of Concentration Details:
1
I
I
I
I
I
Stru
SWS
Land Flow Condition
Slope (%)
Vert Dist
Honz Dist
Velocity
Time (hrs)
#
#
(ft)
(ft)
(fps)
#1
1
7 Paved area and small upland
044
200
45000
1 340
0 093
gullies
9 Small streams Flowing bankfull
090
900
1,00000
8 530
0 032
#1
1
Time of Concentration
0 125
#2
1
7 Paved area and small upland
100
200
20000
2010
0 027
gullies
9 Small streams Flowing bankfull
096
750
785 00
8 790
0 024
#2
1
Time of Concentration
0 051
#3
1
7 Paved area and small upland
200
250
12500
2 840
0 012
gullies
3 Short grass pasture
2000
400
2000
3 570
0 001
1 Forest with heavy ground litter
267
600
225 00
0 410
0 152
#3
1
Time of Concentration
0 165
Filename 240073 Post NEWDESIGN sc4 Printed 03 16 2005

' SEDCAD 4 for Windows
r— —H, I... 0-1. 1 C,F e6
r
I
I
I
CI
r
I
I
I
I
i
1
2
General Information
Storm Information:
Storm Type NRCS Type II
Design Storm 10 yr 24 hr
Rainfall Depth 7 000 inches
Filename 240073 Post NEWDESIGN sc4 Printed 03 16 2005

SEDCAD 4 for Windows
rn -.+ l cap O-1. 1 c.h—h
Structure Networking:
Type
Stru
#
(Flows
into)
Stru
#
Musk K
(hrs)
Musk X
Description
Pond
#1
=_>
#4
0 153
0 071
Post Dev Pond 1
Pond
#2
=_>
#4
0 125
0 075
Post Dev Pond 2
Null
#3
=_>
#4
0 000
0 000
Post Dev Wetland Area
Null
#4
=_>
End
0 000
0 000
Outlet
#3
Null
#2
Pond
#1
v
Pond
#4
Null
Structure Routing Details:
Stru
#
Land Flow Condition
Slope (%) Vert Dist Honz Dist
(ft) (ft)
Velocity
(fps)
Time (hrs)
#1
1 Forest with heavy ground litter
123 190 15500
028
0 153
#1
Muskingum K
0 153
#2
1 Forest with heavy ground litter
141 190 135 00
030
0 125
#2
Muskingum K
0 125
3
Filename 240073 Post NEWDESIGN sc4
Printed 03-16 2005

' SEDCAD 4 for Windows
I
I
I
11
1
d
I
r7
L
Structure Summary:
Immediate
Total
Total
Contributing
Contributing
Discharge
Runoff
Area
Area
Volume
(ac)
(ac)
(Cfs)
(ac ft)
#3
1200
1200
320
029
In
53
71
5 27
#2
10 240
10
240
Out
3005
509
In
11854
1193
# 1
24 110
24
110
Out
3555
11 18
#4
0 000
35
550
5650
1749
4
1
Filename 240073 Post NEWDESIGN sal
Pnnted 03 16 2005

SEDCAD 4 for Windows
r— —H, a.. P-1. i o—n h
Structure # 3 (Null )
Post-Dev Wetland Area
Structure #2 (Pond )
Post-Dev Pond 2
Pond Inputs
Structure Detail:
Initial Pool Elev 16 10
Initial Pool 0 03 ac R
Perforated Riser
Riser Riser Height
Barrel garret Barrel Slope
Number of
Diameter ft)
(
Diameter Length R o
g O (�0)
Manning s n Spillway Elev Holes per
(in)
(m)
Elev
6000 4001
2400 14000 050
00120 2000 2
Pond Results
Emeraencv SDIllwa
Spillway Elev Crest Length Left Right Bottom
(ft) Sideslope Sideslope Width (R)
2100 4000 300 1 300 1 3000
Peak Elevation 2096
Dewater Time 2 44 days
Dewatering time is calculated from peak stage to lowest spillway
Elevation -Capacity -Discharge Table
Elevation
Area
(ac)
Capacity
(ac R)
Discharge
(cfs)
Dewater
Time
(hrs)
1600
0 340
0 000
0 000
16 10
0 345
0 034
0 000
Low hole SPW #1
1620
0 349
0 069
0 066
6 32*
1630
0 354
0 104
0 094
4 53*
1640
0 359
0 140
0 115
3 75*
1650
0 364
0 176
0 133
3 29*
1660
0 368
0 212
0 149
2 98*
b'�
Filename 240073 Post NEWDESIGN sal
Printed 03 16 2005

'SEDCAD 4 for Windows
r" —hl loon o—i. i c.e ,oh
I
I
[]
�J
[1
Elevation
Area
(ac)
Capacity
(ac R)
Discharge
(cls)
Dewater
Time
(hrs)
1670
0 373
0 250
0 163
285
1680
0 378
0 287
0 176
270
1690
0 383
0 325
0 188
255
1700
0 388
0 364
0 199
240
17 10
0 393
0 403
0 210
230
1720
0 398
0 442
0 220
220
1730
0 403
0 482
0 230
220
1740
0 408
0 523
0 240
205
1750
0 413
0 564
0 249
205
1760
0 418
0 605
0 257
200
1770
0 423
0 648
0 266
195
1780
0 429
0 690
1 337
485
1790
0 434
0 733
1 785
1 10
1800
0 439
0 777
2 131
070
1810
0 446
0 821
2 423
055
1820
0 454
0 866
2 681
0 50
1830
0462
0912
2915
050
1840
0 469
0 959
3 131
040
1850
0 477
1 006
3 332
040
1860
0 485
1 054
3 521
040
1870
0 492
1 103
3 700
045
1880
0 500
1 152
5 532
025
1890
0 508
1 203
6 383
020
1900
0 516
1 254
7 067
0 IS
19 10
0 524
1 306
7 663
0 15
1920
0 533
1 359
8201
0 10
1930
0 541
1 413
8 696
0 15
1940
0 549
1 467
9 159
0 10
1950
0 557
1 522
9 595
0 10
1960
0 566
1 579
10 009
0 10
1970
0 574
1 636
10 405
0 10
1960
0 583
1 693
10 784
0 15
1990
0 591
1 752
11 149
0 10
2000
0 600
1 812
11 501
0 10 Spillway #1
2010
0 608
1 872
11 842
010
2020
0 617
1933
12 173
010
2030
0 625
1995
12 495
0 10
2040
0 633
2058
12 807
0 15
2050
0 642
2 122
17 216
020
2060
0 650
2 187
22 631
005
2070
0 659
2 252
28 519
005
LI
Filename 240073 Post NEWDESIGN sc4
Printed 03 16 2005

SEDCAD 4 for Windows
Elevation
Area
(ac)
Capacity
(ac ft)
Discharge
(ds)
Dewater
Time
(hrs)
2080
0 668
2 319
29 630
005
2090
0 676
2 386
29 899
2096
0 681
2 424
30 046
0 05 Peak Stage
2100
0 685
2 454
30 164
Spillway #2
21
10
0 694
2 523
34 828
2120
0 703
2 593
39 488
21
30
0 712
2 663
44 147
2140
0 721
2 735
48 804
21
50
0 730
2 808
53 458
21
60
0 739
2 881
58 111
21
70
0 748
2 955
62 761
21
80
0 757
3 031
72 502
2190
0 767
3 107
83 137
2200
0 776
3 184
94 623
22
10
0 785
3 262
108 037
2220
0 795
3 341
122 387
2230
0 804
3 421
137 644
2240
0 814
3 502
153 788
2250
0 823
3 584
170 801
2260
0 833
3 667
187 931
2270
0 843
3 750
205 836
2280
0 852
3 835
224 506
2290
0 862
3 921
243 934
23
00
0 872
4 007
264 112
*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit
Detailed Discharge Table
Elevation
Perf Riser (ds)
Emergency
Spillway (ds)
Combined
Total
Discharge
(ds)
1600
0 000
0 000
0 000
1610
2 00>0 000
0 000
0 000
1620
0 066
0 000
0 066
1630
0 094
0 000
0 094
1640
0 115
0 000
0 115
1650
0 133
0 000
0 133
1660
0 149
0 000
0 149
1670
0 163
0 000
0 163
7
Filename 240073 Post NEWDESIGN sc4
Printed 03 16 2005

' SEDCAD 4 for Windows
[]
F
LI
I
r=
u
j
J
I
1
Elevation
Perf wser (ds)
Emergency
Spillway (cfs)
Combined
Total
Discharge
(cfs)
1680
0 176
0 000
0 176
1690
0 188
0 000
0 188
1700
0 199
0 000
0 199
1710
0210
0000
0210
1720
0 220
0 000
0 220
1730
0 230
0 000
0 230
1740
0 240
0 000
0 240
1750
0 249
0 000
0 249
1760
0 257
0 000
0 257
1770
8 00>0 266
0 000
0 266
1780
1 337
0 000
1 337
1790
1 785
0 000
1 785
1800
2 131
0 000
2 131
18 10
2 423
0 000
2 423
1820
2 681
0 000
2 681
1830
2915
0000
2915
1840
3 131
0 000
3 131
1850
3 332
0 000
3 332
1860
3 521
0 000
3 521
1870
10 00>3 700
0 000
3 700
1880
5 532
0 000
5 532
1890
6 383
0 000
6 383
1900
7 067
0 000
7 067
19 10
7 663
0 000
7 663
1920
8201
0 000
8201
1930
8 696
0 000
8 696
1940
9 159
0 000
9 159
1950
9 595
0 000
9 595
1960
10 009
0 000
10 009
1970
10 405
0 000
10 405
1980
10 784
0 000
10 784
1990
11 149
0 000
11 149
2000
11 501
0 000
11 501
20 10
11 842
0 000
11 842
2020
12 173
0 000
12 173
2030
12 495
0 000
12 495
2040
12 807
0 000
12 807
2050
17 216
0 000
17 216
2060
22 631
0 000
22 631
2070
28 519
0 000
28 519
Filename 240073 Post NEWDESIGN sc4 Printed 03 16 2005

SEDCAD 4 for Windows
r——.11..A 0-1n I Q,E —.
Structure #1 (Pond1
Post-Dev Pond 1
Pond Inputs
Elevation
Perf Riser (cfs)
Emergency
Spillway (cfs)
Combined
Total
Discharge
(cfs)
2080
29
630
0
000
29 630
2090
29
899
0
000
29 899
2100
30
164
0
000
30 164
21
10
30
428
4
400
34 828
2120
30
689
8
799
39 488
2130
30 948
13
199
44 147
2140
31
205
17
599
48 804
21
50
31
460
21
999
53 458
2160
31
712
26
398
58 111
2170
31
963
30
798
62 761
2180
32
212
40
291
72 502
2190
32
459
50
679
83 137
2200
32
704
61
920
94 623
22
10
32
947
75
090
108 037
2220
33
188
89
198
122 387
2230
33
428
104
217
137 644
2240
33
666
120
123
153 788
2250
33
902
136
899
170 801
2260
34
136
153
795
187 931
2270
34
369
171
467
205 836
2280
34
601
189
905
224 506
2290
34
831
209
103
243 934
2300
35
059
229
053
264 112
Initial Pool Elev 1560
Initial Pool 0 09 ac ft
Perforated Riser
Riser Riser Height
Barrel Barrel Barrel Slope
Number of
Diameter
(ft)
Diameter
Length (ft) (%)
Manning s n Spillway Elev Hales per
(in)
(in)
Elev
6000 450
2400 7000 0501
00120 2000 2
Emergency Spillway
0
Filename 240073 Post NEWDESIGN sat
Printed 03 16 2005

SEDCAD 4 for Windows
ram.. —hf i c,h .h
Pond Results
Spillway Elev Crest Length Left Right Bottom
(ft) Sideslope Sideslope Width (ft)
2125 1000 300 1 300 1 5000
Peak Elevation 2129
Dewater Time 2 88 days
Dewaternng time Is calculated from peak stage to lowest spillway
Elevation -Capacity -Discharge Table
Elevation
Area
(ac)
Capacity
(ac ft)
Discharge
(cfs)
Dewater
Time
(hrs)
15 50
0 852
0 000
0 000
1560
0 858
0 086
0 000
Low hole SPW #1
1570
0 865
0 172
0 149
6 97*
1580
0 871
0 258
0 211
4 97*
1590
0 878
0 346
0 259
4 09*
16 00
0 884
0 434
0 299
3 56*
16 10
0 890
0 523
0 334
3 21*
1620
0 897
0 612
0 366
2 95*
1630
0 903
0 702
0 395
2 75*
1640
0 909
0 793
0 423
2 59*
1650
0 916
0 884
0 448
2 46*
1660
0 922
0 976
0 473
240
1670
0 929
1 068
0 496
230
1680
0 935
1 162
0 518
225
1690
0 942
1 255
0 539
2 15
1700
0 948
1 350
0 559
210
17 10
0 955
1 445
0 579
200
1720
0 962
1 541
0 598
195
1730
0 968
1 637
0 616
195
1740
0 975
1 731
0 634
190
1750
0 981
1 832
0 652
180
1760
0 988
1 931
1 732
1 10
1770
0 995
2030
2 188
060
1780
1 001
2 130
2 542
050
1790
1 008
2 230
2 843
050
1800
1 015
2 331
3 109
095
1810
1 022
2 433
3 351
100
1820
1 028
2 536
3 575
080
1830
1 035
2 639
3 783
070
10
Filename 240073 Post NEWDESIGN sc4
Printed 03 16 2005

SEDCAD 4 for Windows
r— nhl IQQQ.—I. I cah oh
I
1
M
I
1
Elevation
Area
(ac)
Capacity
(ac ft)
Discharge
(ds)
Dewater
Time
(hrs)
1840
1 042
2 743
3 980
065
1850
1 048
2 847
4 166
070
1860
1 055
2 952
5 407
055
1870
1 062
3 058
6 018
040
1880
1 068
3 165
6 519
035
1890
1 075
3 272
6 962
035
1900
1 082
3 380
7 366
030
1910
1 089
3 488
7 740
030
1920
1 096
3 598
8 092
030
1930
1 102
3 707
8 426
030
1940
1 109
3 818
8 744
030
1950
1 116
3 929
9 049
025
1960
1 123
4 041
9 342
025
1970
1 130
4 154
9 625
025
1980
1 137
4 267
9 899
030
1990
1 144
4 381
10 165
025
2000
1 151
4 496
10 423
025
Spillway # 1
2010
1 158
4 612
10 675
030
2020
1 166
4 728
10 920
030
2030
1 173
4 845
11 160
030
2040
1 180
4 962
12 319
040
2050
1 188
5 081
17 216
025
2060
1 195
5200
22 631
0 15
2070
1203
5 320
28 519
010
2080
1 210
5 440
33 288
010
2090
1 218
5 562
33 581
005
2100
1 225
5 684
33 872
010
21 10
1 233
5 807
34 160
010
2120
1 240
5 931
34 446
010
2125
1 244
5 993
34 588
0 10
Spillway #2
21 29
1 248
6 049
35 550
0 10
Peak Stage
2130
1 248
6 055
35 662
2140
1 256
6 180
37 809
2150
1 263
6 306
39 954
21 60
1 271
6 433
42 097
21 70
1 279
6 560
44 237
2180
1 286
6 689
46 375
2190
1 294
6 818
90 399
2200
1 302
6 947
108 301
22 10
1 311
7 078
127 892
2220
1 320
7 210
149 071
11
Filename 240073-Post NEWDESIGN sc4
Printed 03 16 2005

SEDCAD 4 for Windows
r— —M loop 0-1. 1 Gh oh
Elevation
Area
(ac)
Capacity
(ac ft)
Discharge
(cfs)
Dewater
Time
(hrs)
2230
1 328
7 342
169
452
2240
1 337
7 475
194
426
2250
1 346
7 610
220
915
2260
1 355
7 745
248
869
2270
1 364
7 881
278
247
2280
1 373
8 017
309
015
2290
1 382
8 155
339
892
2300
1 391
8 294
372
002
*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit
Detailed Discharge Table
Elevation
Perf Riser (cfs)
Emergency
Spillway (cfs)
Combined
Total
Discharge
(cfs)
1550
0 000
0 000
0 000
1560
3 00>0 000
0 000
0 000
1570
0 149
0 000
0 149
1580
0211
0000
0211
1590
0 259
0 000
0 259
1600
0 299
0 000
0 299
1610
0 334
0 000
0 334
1620
0 366
0 000
0 366
1630
0 395
0 000
0 395
1640
0 423
0 000
0 423
1650
0 448
0 000
0 448
1660
0 473
0 000
0 473
1670
0 496
0 000
0 496
1680
0518
0000
0518
1690
0 539
0 000
0 539
1700
0 559
0 000
0 559
1710
0 579
0 000
0 579
1720
0 598
0 000
0 598
1730
0616
0000
0616
1740
0 634
0 000
0 634
1750
8 00>0 652
0 000
0 652
1760
1 732
0 000
1 732
1770
2 188
0 000
2 188
1780
2 542
0 000
2 542
12
Filename 240073 Past NEWDESIGN sc4
Printed 03 16 2005

' SEDCAD 4 for Windows
u
11
I
11
Elevation
Perf Riser (cfs)
Emergency
Spillway (cfs)
Combined
Total
Discharge
(cfs)
1790
2 843
0 000
2 843
1800
3 109
0 000
3 109
1810
3 351
0 000
3 351
1820
3 575
0 000
3 575
1830
3 783
0 000
3 783
1840
3 980
0 000
3 980
1850
8 00>4 166
0 000
4 166
1860
5 407
0 000
5 407
1870
6018
0000
6018
1880
6519
0000
6519
1890
6 962
0 000
6 962
1900
7 366
0 000
7 366
1910
7 740
0 000
7 740
1920
8 092
0 000
8 092
1930
8 426
0 000
8 426
1940
8 744
0 000
8 744
1950
9 049
0 000
9 049
1960
9 342
0 000
9 342
1970
9 625
0 000
9 625
1980
9 899
0 000
9 899
1990
10 165
0 000
10 165
2000
10 423
0 000
10 423
20 10
10 675
0 000
10 675
2020
10 920
0 000
10 920
2030
11 160
0 000
11 160
2040
12 319
0 000
12 319
2050
17216
0000
17216
2060
22 631
0 000
22 631
2070
28 519
0 000
28 519
2080
33 288
0 000
33 288
2090
33 581
0 000
33 581
2100
33 872
0 000
33 872
21 10
34 160
0 000
34 160
2120
34 446
0 000
34 446
21 25
34 588
0 000
34 588
2130
34 730
0 933
35 662
2140
35 011
2 799
37 809
2150
35 290
4 664
39 954
2160
35 567
6 530
42 097
2170
35 841
8 396
44 237
13
Filename 240073 Post NEWDESIGN so4
Printed 03 16 2005

' SEDCAD 4 for Windows
r——.11..A M-1. I C,H oh
C
I
C]
171,
1
Elevation
Perf Riser (ff
Emergency
Spillway (cfs)
Combined
Totals)
Discharge
(cfs)
2180
36 114
10 261
46 375
2190
36 384
54 015
90 399
2200
36 653
71 648
108 301
22
10
36 919
90 972
127 892
2220
37 184
111 887
149 071
2230
37 447
132 005
169 452
2240
37 708
156 719
194 426
2250
37 967
182 948
220 915
2260
38 224
210 644
248 869
2270
38 480
239 767
278 247
2280
38 734
270 281
309 015
2290
38 986
300 905
339 892
2300
39 237
332 765
372 002
Structure #4 (Null
Outlet
14
Filename 240073 Post NEWDESIGN sc4
Printed 03 16-2005

1
1
1
1
1
SEDCAD 4 for Windows
r— —.m 1°OG oamnm I C,e—K
15
Subwatershed Hydrology Detail:
Stru
#
SWS
#
SWS Area
(ac)
Time of
Conc
(hrs)
Musk K
(hrs)
Musk X
Curve
Number
UHS
Peak
Discharge
(cfs)
Runoff
Volume
(ac-ft)
#3
1
1 200
0 165
0 000
0 000
63 000
F
3 20
0 290
E
1200
320
0 290
#2
1
10 240
0 051
0 000
0 000
93 000
F
53 71
5 266
10 240
5371
5 266
# 1
1
24 110
0 125
0 000
0 000
91 000
F
11854
11 932
24 110
11854
11 932
#4
35 550
5650
1.7488
Subwatershed Time of Concentration Details:
Stru
SWS
Land Flaw Condition
Slope (%)
Vert Dist
Horiz Dist
Velocity
Time (hrs)
#
#
(ft)
(ft)
(fps)
# 1
1
7 Paved area and small upland
044
200
45000
1 340
0 093
gullies
9 Small streams flowing bankfull
090
900
1 00000
8 530
0 032
#1
1
Time of Concentration
0 125
#2
1
7 Paved area and small upland
100
200
200 00
2010
0 027
gullies
9 Small streams flowing bankfull
096
750
78500
8 790
0 024
#2
1
Time of Concentrat on
0 051
#3
1
7 Paved area and small upland
200
250
12500
2 840
0 012
gullies
3 Short grass pasture
2000
400
2000
3 570
0 001
1 Forest with heavy ground litter
267
600
22500
0 410
0 152
#3
1
Time of Concentration
0 165
Filename 240073 Post NEWDESIGN sc4
Printed 03 16-2005

1
1
1
1
1
1
1
SEDCAD 4 for Windows
p— —h, 1 ooa p- poi. 1 c,a .n
Filename 240073 Post NEWDESIGN sc4
General Information
Storm Information:
Storm Type NRCS Type II
Design Storm 25 yr 24 hr
Rainfall Depth 8 100 inches
2
Pnnted 03-16 2005

SEDCAD 4 for Windows
Structure Networking:
Type
Stru
#
(flows
into)
Stru
#
Musk K
(hrs)
Musk X
Description
Pond
#1
=_>
#4
0 153
0 071
Post Dev Pond 1
Pond
#2
=_>
#4
0 125
0 075
Post Dev Pond 2
Null
#3
=_>
#4
0 000
0 000
Post Dev Wetland Area
Null
#4
=_>
End
0 000
0 000
Outlet
#3
Null
#2
Pond
#1
Pond
#4
Null
Structure Routing Details:
Stru
#
Land Flow Condition
Slope (%) Vert Dist Honz Dist
(ft) (ft)
Velocity Time (hrs)
(fps)
#1
1 Forest with heavy ground litter
123 190 15500
028 0 153
#1
Muskingum K
0 153
#2
1 Forest with heavy ground litter
141 190 13500
030 0 125
#2
Muskingum K
0 125
3
Filename 240073 Post NEWDESIGN sc4
Printed 03 16 2005

1 SEDCAD 4 for Windows
r— -H, I... 0-1. 1 Q/`H-K
I
1
C
1
1
1
1
1
Structure Summary:
Immediate
Total
Peak
Total
Contributing
Contributing
Discharge
Runoff
Area
Area
Volume
(ac)
(ac)
(ds)
(ac ft)
#3
1200
1200
414
037
In
62 47
6 20
#2
10 240
10 240
Out
4381
602
In
13868
1411
# 1
24 110
24 110
Out
7463
1335
#4
0 000
35 550
8761
2068
4
1
Filename 240073 Post NEVVDESIGN sal
Pnnted 03 16 2005

1
1
1
1
1
1
1
1
1
1
1
1
SEDCAD 4 for Windows
P— —hr I QQA Gomnlo 1 Crh—h
Structure ;t�3 (Null )
Post-Dev Wetland Area
Structure e2 (Pond )
Post-Dev Pond 2
Pond Inputs
Structure Detail:
Initial Pool Elev 16 10
Initial Pool 003 ac ft
Perforated Riser
Riser Riser Heigh[
Barrel Barrel Barrel Slope
Number of
Diameter (ft)
Diameter Length (ft) (%)
Manning s n Spillway Elev Holes per
6000 400
2400 14000 050
00120 2000 2
Pond Results
Emeraencv Solllwa
Spillway Elev Crest Length Left Right Bottom
(ft) Sideslope Sideslope Width (ft)
2100 4000 300 1 3 00 1 3000
Peak Elevation 2129
Dewater Time 2 45 days
Dewatenng time is calculated from peak stage to lowest spillway
Elevation -Capacity -Discharge Table
Elevation
Area
(ac)
Capacity
(ac ft)
Discharge
(ds)
Dewater
Time
(hrs)
1600
0 340
0 000
0 000
16 10
0 345
0 034
0 000
Low hole SPW #1
1620
0 349
0 069
0 066
6 32*
1630
0 354
0 104
0 094
4 53*
1640
0 359
0 140
0 115
3 75*
1650
0 364
0 176
0 133
3 29*
1660
0 368
0 212
0 149
2 98*
Filename 240073 Post NEWDESIGN so4
5
Printed 03 16 2005

SEDCAD 4 for Windows
r— —., i oav o—i. i c,n .n
1
�I
I
1
1
I
I
I
I
Elevation
Area
(ac)
Capacity
(ac R)
Discharge
(ds)
Dewater
Time
(hrs)
1670
0 373
0 250
0 163
290
16 80
0 378
0 287
0 176
2 70
1690
0 383
0 325
0 188
2 50
1700
0 388
0 364
0 199
240
17 10
0 393
0 403
0 210
2 35
1720
0 398
0 442
0 220
220
1730
0 403
0 482
0 230
2 15
17 40
0 408
0 523
0 240
2 10
1750
0 413
0 564
0 249
205
1760
0 418
0 605
0 257
195
1770
0 423
0 648
0 266
195
17 80
0 429
0 690
1 337
4 20
1790
0 434
0 733
1 785
120
1800
0 439
0 777
2 131
075
18 10
0 446
0 821
2 423
0 60
1820
0 454
0 866
2 681
0 55
1830
0462
0912
2915
0so
18 40
0 469
0 959
3 131
0 50
1850
0 477
1 006
3 332
0 45
1860
0 485
1 054
3 521
0 45
1870
0 492
1 103
3 700
045
1880
0 500
1 152
5 532
035
1890
0 508
1203
6 383
0 20
19 00
0 516
1 254
7 067
0 15
19 10
0 524
1 306
7 663
0 15
1920
0 533
1 359
8201
0 15
1930
0 541
1 413
8 696
0 10
19 40
0 549
1 467
9 159
0 15
19 50
0 557
1 522
9 595
0 10
19 60
0 566
1 579
10 009
0 10
1970
0 574
1 636
10 405
0 15
1980
0 583
1 693
10 784
0 10
19 90
0 591
1 752
11 149
0 10
20 00
0 600
1 812
11 501
0 10 Spillway #1
20 10
0 608
1 872
11 842
0 15
2020
0 617
1933
12 173
0 10
2030
0 625
1995
12 495
0 15
20 40
0 633
2058
12 807
0 10
20 50
0 642
2 122
17 216
0 15
20 60
0 650
2 187
22 631
0 10
20 70
0 659
2 252
28 519
005
2
Rename 240073 Post NEWDESIGN sc4
Printed 03 16 2005

' SEDCAD 4 for Windows
P— —n , laoa P—Iu I cah o6
I
I
lJ
I
I
I
I
I
1
Elevation
Area
(ac)
Capacity
(ac ft)
Discharge
(cfs)
Dewater
Time
(hrs)
2080
0 668
2 319
29 630
005
2090
0 676
2 386
29 899
005
2100
0 685
2 454
30 164
0
05 Spillway #2
21 10
0 694
2 523
34 828
2120
0 703
2 593
39 488
005
21 29
0 711
2 658
43 805
0
05 Peak Stage
2130
0 712
2 663
44 147
2140
0 721
2 735
48 804
21 50
0 730
2 808
53 458
21 60
0 739
2 881
58 111
2170
0 748
2 955
62 761
2180
0 757
3 031
72 502
21 90
0 767
3 107
83 137
2200
0 776
3 184
94 623
2210
0 785
3 262
108 037
2220
0 795
3 341
122 387
2230
0 804
3 421
137 644
2240
0 814
3 502
153 788
2250
0 823
3 584
170 801
2260
0 833
3 667
187 931
2270
0 843
3 750
205 836
2280
0 852
3 835
224 506
2290
0 862
3 921
243 934
2300
0 872
4 007
264 112
*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit
Detailed Discharge Table
Elevation
Perf Riser (cfs)
Emergency
Spillway (cfs)
Combined
Total
Discharge
(ds)
1600
0 000
0 000
0 000
16 10
2 00>0 000
0 000
0 000
1620
0 066
0 000
0 066
1630
0 094
0 000
0 094
1640
0 115
0 000
0 115
1650
0 133
0 000
0 133
1660
0 149
0 000
0 149
1670
0 163
0 000
0163,
7
1
Filename 240073 Post NEWDESIGN so4
Printed 03 16 2005

SEDCAD 4 for Windows
rnn nnh110OR Ommaln I Crh nK
I
I
1
1
1
O
I
I
r
1
Elevation
Perf Riser (cfs)
Emergency
(cfs)
Combined
TotalSpillway
Discharge
(crs)
1680
0 176
0 000
0 176
1690
0 188
0 000
0 188
1700
0 199
0 000
0 199
1710
0210
0000
0210
1720
0 220
0 000
0 220
1730
0 230
0 000
0 230
1740
0 240
0 000
0 240
1750
0 249
0 000
0 249
1760
0 257
0 000
0 257
1770
8 00>0 266
0 000
0 266
1780
1 337
0 000
1 337
1790
1 785
0 000
1 785
1800
2 131
0 000
2 131
1810
2 423
0 000
2 423
1820
2 681
0 000
2 681
1830
2915
0000
2915
1840
3 131
0 000
3 131
1850
3 332
0 000
3 332
1860
3 521
0 000
3 521
1870
10 00>3 700
0 000
3 700
1880
5 532
0 000
5 532
1890
6 383
0 000
6 383
1900
7 067
0 000
7 067
19 10
7 663
0 000
7 663
1920
8201
0 000
8201
1930
8 696
0 000
8 696
1940
9 159
0 000
9 159
1950
9 595
0 000
9 595
1960
10 009
0 000
10 009
1970
10 405
0 000
10 405
1980
10 784
0 000
10 784
1990
11 149
0 000
11 149
2000
11 501
0 000
11 501
20 10
11 842
0 000
11 842
2020
12 173
0 000
12 173
2030
12 495
0 000
12 495
2040
12 807
0 000
12 807
2050
17 216
0 000
17 216
2060
22 631
0 000
22 631
2070
28 519
0 000
28 519
Filename 240073 Post NEWDESIGN so4
Printed 03 16 2005

SEDCAD 4 for Windows
n- -. . L oan c=, 1. 1
I
I
I
I
I
,I
I
I
I
I
I
Structure #1 (Pond}
Post-Dev Pond 1
Pond Inputs
Elevation
Pert Riser (cfs)
Emergency
Spillway (cfs)
Combined
Total
Discharge
(Cfs)
2080
29
630
0
000
29 630
2090
29
899
0
000
29 899
2100
30
164
0
000
30 164
21 10
30
428
4
400
34 828
2120
30
689
8
799
39 488
2130
30
948
13
199
44 147
2140
31
205
17
599
48 804
2150
31
460
21
999
53 458
21 60
31
712
26
398
58 111
21 70
31
963
30
798
62 761
2180
32
212
40
291
72 502
2190
32
459
50
679
83 137
2200
32
704
61
920
94 623
22 10
32
947
75
090
108 037
2220
33
188
89
198
122 387
2230
33
428
104
217
137 644
2240
33
666
120
123
153 788
2250
33
902
136
899
170 801
2260
34
136
153
795
187 931
2270
34
369
171
467
205 836
2280
34
601
189
905
224 506
2290
34
831
209
103
243 934
2300
35
059
229
053
264 112
Initial Pool Elev 15 60
Initial Pool 0 09 ac ft
Perforated Riser
Riser Poser Height
garret Barrel Slope Barrel
el
Number of
Diameter (ft)
Diameter Length (ft)
Mannings n Spillway Elev Holes per
(in)(in)Elev
6000 450
2400 7000 050
00120 2000 2
Emergency Spillway
O
Filename 240073 Post NEWDESIGN sc4 Printed 03 16 2005
1

SEDCAD 4 for Windows
r,.,.,,,,.m loop P—I. i c,h..h
Pond Results
Spillway Elev Crest Length Left Right Bottom
(ft) Sideslope Sideslope Width (ft)
2125 1000 300 1 300 1 50 00
Peak Elevation 21861
Dewater Time 2 90 days
Dewatering time is calculated from peak stage to lowest spillway
Elevation -Capacity -Discharge Table
Elevation
Area
(ac)
Capacity
(ac ft)
Discharge
(cis)
Dewater
Time
(hrs)
1550
0 852
0 000
0 000
1560
0 858
0 086
0 000
Low hale SPW #1
1570
0 865
0 172
0 149
6 97*
1580
0 871
0 258
0 211
4 97*
1590
0 878
0 346
0 259
4 09*
1600
0 884
0 434
0 299
3 56*
1610
0 890
0 523
0 334
3 21*
1620
0 897
0 612
0 366
2 95*
1630
0 903
0 702
0 395
2 75*
1640
0 909
0 793
0 423
2 59*
1650
0 916
0 884
0 448
2 46*
1660
0 922
0 976
0 473
240
1670
0 929
1 068
0 496
235
1680
0 935
1 162
0 518
220
1690
0 942
1 255
0 539
215
1700
0 948
1 350
0 559
210
1710
0 955
1 445
0 579
200
1720
0 962
1 541
0 598
200
1730
0 968
1 637
0 616
190
1740
0 975
1 735
0 634
190
1750
0 981
1 832
0 652
185
1760
0 988
1931
1 732
105
1770
0 995
2030
2 188
065
1780
1 001
2 130
2 542
050
1790
1 008
2 230
2 843
045
1800
1 015
2 331
3 109
040
1810
1 022
2 433
3 351
085
1820
1 028
2 536
3 575
105
1830
1 035
2 639
3 783
085
10
Filename 240073 Post NEWDESIGN sc4
Printed 03 16 2005

' SEDCAD 4 for Windows
rnn nner 1 aoq Doman I Cnb eh
C]
I
L
I
I
r
Elevation
Area
(ac)
Capacity
(ac ft)
Discharge
(cfs)
Dewater
Time
(hrs)
1840
1 042
2 743
3 980
080
1850
1 D48
2 847
4 166
070
1860
1 055
2 952
5 407
060
1870
1 062
3 058
6 018
040
1880
1 068
3 165
6 519
040
1890
1 075
3 272
6 962
035
1900
1 082
3 380
7 366
035
1910
1 089
3 488
7 740
030
1920
1 096
3 598
8 092
030
1930
1 102
3 707
8 426
030
1940
1 109
3 818
8 744
030
1950
1 116
3 929
9 049
030
1960
1 123
4 041
9 342
030
1970
1 130
4 154
9 625
025
1980
1 137
4 267
9 899
030
1990
1 144
4 381
10 165
025
2000
1 151
4 496
10 423
030
Spillway #1
20 10
1 158
4 612
10 675
030
2020
1 166
4 728
10 920
035
2030
1 173
4 845
11 160
035
2040
1 180
4 962
12 319
035
2050
1 188
5 081
17 216
025
2060
1 195
5200
22 631
0 15
2070
1203
5 320
28 519
0 10
2080
1 210
5 440
33 288
0 10
2090
1 218
5 562
33 581
005
2100
1 225
5 684
33 872
0 10
21 10
1 233
5 807
34 160
005
2120
1 240
5 931
34 446
010
2125
1 244
5 993
34 588
005
Spillway #2
2130
1 248
6 055
35 662
2140
1 256
6 180
37 809
010
2150
1 263
6 306
39 954
005
2160
1 271
6 433
42 097
0 10
21 70
1 279
6 560
44 237
0 10
2180
1 286
6 689
46 375
0 15
2186
1 291
6 771
74 628
0 10
Peak Stage
2190
1 294
6 818
90 399
2200
1 302
6 947
108 301
22 10
1 311
7 078
127 892
2220
1 320
7 210
149 071
11
Filename 240073 Post NEWDESIGN so4 Printed 03 16 2005
1

SEDCAD 4 for Windows
r, , hf i c'n �n
Elevation
Area
(ac)
Capacity
(ac ft)
Discharge
(cfs)
Dewater
Time
(hrs)
2230
1 328
7 342
169 452
2240
1 337
7 475
194 426
2250
1 346
7 610
220 915
2260
1 355
7 745
248 869
2270
1 364
7 981
278 247
2280
1 373
8 017
309 015
2290
1 382
8 155
339 892
2300
1 391
8 294
372 002
*Designates bme(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit
Detailed Discharge Table
Elevation
Perf Riser (cis)
Emergency
(cfs)
Combined
TotalSpillway
Discharge
(cfs)
1550
0 000
0 000
0 000
1560
3 00>0 000
0 000
0 000
1570
0 149
0 000
0 149
1580
0211
0000
0211
1590
0 259
0 000
0 259
1600
0 299
0 000
0 299
1610
0 334
0 000
0 334
1620
0 366
0 000
0 366
1630
0 395
0 000
0 395
1640
0 423
0 000
0 423
1650
0 448
0 000
0 448
1660
0 473
0 000
0 473
1670
0 496
0 000
0 496
1680
0518
0000
0518
1690
0 539
0 000
0 539
1700
0 559
0 000
0 559
1710
0 579
0 000
0 579
1720
0 598
0 000
0 598
1730
0616
0000
0616
1740
0 634
0 000
0 634
1750
8 00>0 652
0 000
0 652
1760
1 732
0 000
1 732
1770
2 188
0 000
2 188
1780
2 542
0 000
2 542
12
Filename 240073 Post NEWDESIGN sc4
Printed 03 16 2005

SEDCAD 4 for Windows
r- —hl 1009 P-1. 1 cah oon
I
I
I
[1
I
I
L1
I
r
I
I
I
A
I
Elevation
Pert Riser (cfs)
Emergency
(cfs)
Spillwaycfs
Combined
Total
Discharge
(cfs)
1790
2 843
0 000
2 843
1800
3 109
0 000
3 109
1810
3 351
0 000
3 351
1820
3 575
0 000
3 575
1830
3 783
0 000
3 783
1840
3 980
0 000
3 980
1850
8 00>4 166
0 000
4 166
1860
5 407
0 000
5 407
1870
6018
0000
6018
1880
6519
0000
6519
1890
6 962
0 000
6 962
1900
7 366
0 000
7 366
19 10
7 740
0 000
7 740
1920
8 092
0 000
8 092
1930
8 426
0 000
8 426
1940
8 744
0 000
8 744
1950
9 049
0 000
9 049
1960
9 342
0 000
9 342
1970
9 625
0 000
9 625
1980
9 899
0 000
9 899
1990
10 165
0 000
10 165
2000
10 423
0 000
10 423
20 10
10 675
0 000
10 675
2020
10 920
0 000
10 920
2030
11 160
0 000
11 160
2040
12319
0000
12319
2050
17 216
0 000
17 216
2060
22 631
0 000
22 631
2070
28 519
0 000
28 519
2080
33 288
0 000
33 288
2090
33 581
0 000
33 581
2100
33 872
0 000
33 872
21 10
34 160
0 000
34 160
2120
34 446
0 000
34 446
2125
34 588
0 000
34 588
2130
34 730
0 933
35 662
2140
35 011
2 799
37 809
2150
35 290
4 664
39 954
2160
35 567
6 530
42 097
2170
35 841
8 396
44 237
13
Filename 240073 Post NEWDESIGN sc4
Printed 03 16 2005

SEDCAD 4 for Windows
r--.6 I Qq.-I.1 Q,H-K
1
1
i
1
I
1
Structure 94 (Nulls
1 Outlet
I
11
I
1
i
1
1
1
1
Elevation
Per' wser (ff
Emergency
Spillway cfs
D Y ( )
Combined
Totals)
Discharge
(cfs)
2180
36
114
10 261
46 375
2190
36
384
54 015
90 399
2200
36
653
71 648
108 301
22 10
36
919
90 972
127 892
2220
37
184
111 887
149 071
2230
37
447
132 005
169 452
2240
37
708
156 719
194 426
2250
37
967
182 948
220 915
2260
38
224
210 644
248 869
2270
38
480
239 767
278 247
2280
38
734
270 281
309 015
2290
38
986
300 905
339 892
2300
39
237
332 765
372 002
14
1
Filename 240073 Post NEWDESIGN sc4
Printed 03 16 2005

SEDCAD 4 for Windows
r- -st loop P-I. I q,.-K
1
I
1
Y_1
1
O
I
1
1
1
1
15
Subwatershed Hydrology Detail:
Stru
#
SWS
#
SWS Area
(ac)
Time of
Conic
(hrs)
Musk K
(hrs)
Musk X
Curve
Number
UHS
Peak
Discharge
(cfs)
Runoff
Volume
(ac ft)
#3
1
1200
0 165
0 000
0 000
63 000
F
4 14
0 375
1200
414
0 375
#2
1
10 240
0 051
0 000
0 000
93 000
F
6247
6 197
10 240
6247
6 197
# 1
1
24 110
0 125
0 000
0 000
91 000
F
13868
14 111
24 110
13868
14 111
#4
35 550
8761
20 682
Subwatershed Time of Concentration Details:
Stru
SWS
land Flow Condition
Slope (%)
Vert Dist
Honz Dist
Velocity
Time (hrs)
#
#
(ft)
(ft)
(fps)
# 1
1
7 Paved area and small upland
044
200
45000
1 340
0 093
gullies
9 Small streams Flowing bankfull
090
900
1,00000
8 530
0 032
#1
1
Time of Concentration
0 125
#2
1
7 Paved area and small upland
100
200
20000
2010
0 027
gullies
9 Small streams Flowing bankfull
096
750
78500
8 790
0 024
#2
1
Time of Concentration
0 051
#3
1
7 Paved area and small upland
200
250
12500
2 840
0 012
gullies
3 Short grass pasture
2000
400
2000
3 570
0 001
F#-31
1 Forest with heavy ground litter
267
600
22500
0 410
0 152
Time of Concentration
0 165
Filename 240073 Post NEWDESIGN sc4
Printed 03 16 2005

SEDCAD 4 for Windows
r - -h6 I... 0-1. 1 Gh..h
I
1
General Information
' Storm Information:
Storm Type NRCS Type II
F
11
1
I
H
I
Design Storm 100 yr 24 hr
Rainfall Depth 10 000 inches
2
Filename 240073 Post NEWDESIGN sc4
I
Printed 03 16 2005

SEDCAD 4 for Windows
r--H, ta°a.—I.1 ¢ah..p
Structure Networking:
Type
Stru
#
(flows
into)
Stru
#
Musk K
(hrs)
Musk X
Description
Pond
#1
=_>
#4
0 153
0 071
Post Dev Pond 1
Pond
#2
=_>
#4
0 125
0 075
Post Dev Pond 2
Null
#3
=_>
#4
0 000
0 000
Post Dev Wedand Area
Null
#4
=_>
End
0 000
0 000
Outlet
#3
Null
#2
Pond
#1
Pond
#4
Null
Structure Routing Details:
Stru
#
Land Flow Condition
Vert Dist Honz Dist
Slope (°h) (ft) (ft)
Velocity
(fps) Time (hrs)
#1
1 Forest with heavy ground litter
123 190 15500
028 0 153
#1
Muskingum K
0 153
#2
1 Forest with heavy ground litter
141 190 13500
030 0 125
#2
Muskingum K
0 125
I
Filename 240073 Post NEWDESIGN sc4
Printed 03 16 2005

SEDCAD 4 for Windows
r- n h, I..A P-1. I Q,G—.K
11
I
I
I
I
P
I
I
1
I
Structure Summary:
Immediate
Total
Pearge
Total
Contributing
Contributing
Disc
Runoff
Area
Area
Volume
(ac)
(ac)
(Cfs)
(ac ft)
#3
1200
1200
582
053
In
77 54
7 81
#2
10 240
10 240
Out
6286
763
In
17326
17 89
#1
24 110
24 110
Out
14901
17 10
#4
0 000
35 550
16923
2623
4
Filename 240073 Post NEWDESIGN so4
Pnnted 03 16 2005

I
SEDCAD 4 for Windows
r— —.11 aov 0-1. 1 c,n �n
CJ
L
I
I
11
I
Structure #3 (Null,
Post-Dev Wetland Area
Structure #2 (Pond)
Post-Dev Pond 2
Pond Inputs
Structure Detail:
Initial Pool Elev 16 10
Initial Pool 0 03 ac ft
Perforated Riser
Riser
Riser Height Barrel
Barrel Barrel Slope
Number of
Di
(ft) Di
Length (ft) (o7a)
Manning s n Spillway Elev
Holes per
(m'e)ter
(m'e)ter
6000
4001 2400
14000 050
00120 2000
2
Pond Results
Emeroencv SDIIIWa
Spillway Elev Crest Length Left Right Bottom
(ft) Sideslope Sideslope Width (ft)
2100 4000 300 1 300 1 30 00
Peak Elevation 21701
Dewater Time 2 44 days
Dewatering time is calculated from peak stage to lowest spillway
Elevation -Capacity -Discharge Table
Elevation
Area
(ac)
Capacity
(ac ft)
Discharge
(cfs)
Dewater
Time
(hrs)
1600
0 340
0 000
0 000
1610
0 345
0 034
0 000
Low hole SPW #1
1620
0 349
0 069
0 066
6 32*
1630
0 354
0 104
0 094
4 53*
1640
0 359
0 140
0 115
3 75*
1650
0 364
0 176
0 133
3 29*
1660
0 368
0 212
0 149
2 98*
q
Filename 240073 Post NEWDESIGN sc4
Printed 03 16 2005

' SEDCAD 4 for Windows
P— —hl .a. Ovmnlo I cnh—a
I
I
R
I
1
J
Elevation
Area
(ac)
Capacity
(ac R)
Discharge
(ds)
Dewater
Time
(hrs)
1670
0 373
0 250
0 163
2 76*
1680
0 378
0 287
0 176
265
1690
0 383
0 325
0 188
255
1700
0 388
0 364
0 199
240
1710
0 393
0 403
0 210
235
1720
0 398
0 442
0 220
220
1730
0 403
0 482
0 230
215
1740
0 408
0 523
0 240
2 10
1750
0 413
0 564
0 249
205
1760
0 418
0 605
0 257
195
1770
0 423
0 648
0 266
195
1780
0 429
0 690
1 337
240
1790
0 434
0 733
1 785
195
1800
0 439
0 777
2 131
090
1810
0 446
0 821
2 423
065
1820
0 454
0 866
2 681
060
1830
0462
0912
2915
055
1840
0 469
0 959
3 131
055
1850
0 477
1 006
3 332
060
1860
0 485
1 054
3 521
060
1870
0 492
1 103
3 700
055
1880
0 500
1 152
5 532
040
1890
0 508
1 203
6 383
025
1900
0 516
1 254
7 067
0 15
19
10
0 524
1 306
7 663
020
1920
0 533
1 359
8201
015
1930
0 541
1413
8 696
0 10
1940
0 549
1 467
9 159
015
1950
0 557
1 522
9 595
0 15
1960
0 566
1 579
10 009
0 10
1970
0 574
1 636
10 405
0 10
1980
0 583
1 693
10 784
0 15
1990
0 591
1 752
11 149
010
2000
0 600
1 812
11 501
015 Spillway #1
2010
0 608
1 872
11 842
0 10
2020
0 617
1933
12 173
0 15
2030
0 625
1995
12 495
0 15
2040
0 633
2058
12 807
0 15
2050
0 642
2 122
17 216
0 10
2060
0 650
2 187
22 631
0 10
2070
0 659
2 252
28 519
005
Filename 240073 Post NEWDESIGN so4 Printed 03 16 2005

SEDCAD 4 for Windows
r— —Fl loot 0-1. 1 cn6 oh
F
V
I
1
I
I
I
[J
Elevation
Area
(ac)
Capacity
(ac ft)
Discharge
(cfs)
Dewater
Time
(hrs)
2080
0 668
2 319
29 630
0
10
2090
0 676
2 386
29 899
005
2100
0 685
2 454
30 164
005
Spillway #2
21 10
0 694
2 523
34 828
005
21 20
0 703
2 593
39 488
2130
0 712
2 663
44 147
005
2140
0 721
2 735
48 804
005
2150
0 730
2 808
53 458
2160
0 739
2 881
58 111
2170
0 748
2 955
62 761
2170
0 748
2 956
62 859
0
05 Peak Stage
2180
0 757
3 031
72 502
2190
0 767
3 107
83 137
2200
0 776
3 184
94 623
2210
0 785
3 262
108 037
2220
0 795
3 341
122 387
2230
0 804
3 421
137 644
2240
0 814
3 502
153 788
2250
0 823
3 584
170 801
2260
0 833
3 667
187 931
2270
0 843
3 750
205 836
2280
0 852
3 835
224 506
2290
0 862
3 921
243 934
2300
0 872
4 007
264 112
Detailed Discharge Table
Elevation
Perf Riser (cfs)
Emergency
Spillway (Bs)
Combined
Total
Discharge
(cfs)
1600
0 000
0 000
0 000
1610
2 00>0 000
0 000
0 000
1620
0 066
0 000
0 066
1630
0 094
0 000
0 094
1640
0 115
0 000
0 115
1650
0 133
0 000
0 133
1660
0 149
0 000
0 149
1670
0 163
0 000
0 163
1680
0 176
0 000
0 176
1690
0 188
0 000
0 188
7
1
Filename 240073-Post NEWDESIGN sc4
Printed 03-16 2005

' SEDCAD 4 for Windows
C]
I
I
I
11
`-1
1
I
I
1
I
Elevation
Perf Riser (ffs)
Emergency
Spillway (ffs)
Combined
Total
Discharge
(cfs)
1700
0 199
0 000
0 199
1710
0210
0000
0210
1720
0 220
0 000
0 220
1730
0 230
0 000
0 230
1740
0 240
0 000
0 240
1750
0 249
0 000
0 249
1760
0 257
0 000
0 257
1770
8 00>0 266
0 000
0 266
1780
1 337
0 000
1 337
1790
1 785
0 000
1 785
1800
2 131
0 000
2 131
1810
2 423
0 000
2 423
1820
2 681
0 000
2 681
1830
2915
0000
2915
1840
3 131
0 000
3 131
1850
3 332
0 000
3 332
1860
3 521
0 000
3 521
1870
10 00>3 700
0 000
3 700
1880
5 532
0 000
5 532
1890
6 383
0 000
6 383
1900
7 067
0 000
7 067
1910
7 663
0 000
7 663
1920
8201
0 000
8201
1930
8 696
0 000
8 696
1940
9 159
0 000
9 159
1950
9 595
0 000
9 595
1960
10 009
0 000
10 009
1970
10 405
0 000
10 405
1980
10 784
0 000
10 784
1990
11 149
0 000
11 149
2000
11 501
0 000
11 501
2010
11 842
0 000
11 842
2020
12 173
0 000
12 173
2030
12 495
0 000
12 495
2040
12 807
0 000
12 807
2050
17 216
0 000
17 216
2060
22 631
0 000
22 631
2070
28 519
0 000
28 519
2080
29 630
0 000
29 630
2090
29 899
0 000
29 899
N
I
Filename 240073 Post NEWDESIGN sc4
Printed 03 16 2005

SEDCAD 4 for Windows
Structure #1 (Pond)
Post-Dev Pond 1
Pond Inputs
Elevation
Perf Riser
ser (cfs)
Spillway Bs
P Y ( )
Combined
Total
Discharge
(cfs)
2100
30
164
0 000
30 164
21
10
30
428
4 400
34 828
2120
30
689
8 799
39 488
2130
30
948
13 199
44 147
2140
31
205
17 599
48 804
2150
31
460
21 999
53 458
2160
31
712
26 398
58 111
2170
31
963
30 798
62 761
2180
32
212
40 291
72 502
2190
32
459
50 679
83 137
2200
32
704
61 920
94 623
22
10
32 947
75 090
108 037
2220
33
186
89 198
122 387
2230
33
428
104 217
137 644
2240
33
666
120 123
153 788
2250
33
902
136 899
170 801
2260
34
136
153 795
187 931
2270
34
369
171 467
205 836
2280
34
601
189 905
224 506
2290
34
831
209 103
243 934
2300
35
059
229 053
264 112
Initial Pool Elev 1560
Initial Pool 0 09 ac ft
Perforated Riser
Riser Riser Height
Barrel Barrel Slope Barrel
el
Number of
Diameter (ft)
Diameter Length
g
Manning s n Spillway Elev Holes per
(in)
(in)
Elev
6000 450
2400 7000 050
00120 2000 2
Emeraencv Soillwa
Spillway Elev Crest Length Left Right Bottom
(ft) Sideslope Sideslope Width (ft)
2125 1000 300 1 300 1 5000
9
Filename 240073-Post NEWDESIGN so4
Pnnted 03-16-2005

SEDCAD 4 for Windows
ram., —., I oon o—I. i mm e
Pond Results
Peak Elevation 2220
Dewater Time 2 93 days
Dewaternng time is calculated from peak stage to lowest spillway
Elevation -Capacity -Discharge Table
Elevation
Area
(ac)
Capacity
(ac ft)
Discharge
(cfs)
Dewater
Time
(hrs)
1550
0 852
0 000
0 000
1560
0 858
0 086
0 000
Low hole SPW #1
1570
0 865
0 172
0 149
6 97*
1580
0 871
0 258
0 211
4 97*
1590
0 878
0 346
0 259
4 09*
1600
0 884
0 434
0 299
3 56*
16 10
0 890
0 523
0 334
3 21 *
1620
0 897
0 612
0 366
2 95*
1630
0 903
0 702
0 395
2 75*
1640
0 909
0 793
0 423
2 59*
1650
0 916
0 884
0 448
2 46*
1660
0 922
0 976
0 473
245
1670
0 929
1 068
0 496
230
1680
0 935
1 162
0 518
220
1690
0 942
1 255
0 539
2 15
1700
0 948
1 350
0 559
2 10
17 10
0 955
1 445
0 579
205
1720
0 962
1 541
0 598
195
1730
0 968
1 637
0 616
190
1740
0 975
1 735
0 634
190
1750
0 981
1 832
0 652
185
1760
0 988
1931
1 732
105
1770
0 995
2030
2 188
065
1780
1 001
2 130
2 542
050
1790
1 008
2 230
2 943
045
1800
1 015
2 331
3 109
040
18 10
1 022
2 433
3 351
040
1820
1 028
2 536
3 575
035
1830
1 035
2 639
3 783
105
1840
1 042
2 743
3 960
1 15
1850
1 048
2 847
4 166
095
1860
1 055
2 952
5 407
065
1870
1 062
3 058
6 018
050
10
Filename 240073 Post NEWDESIGN sc4
Printed 03 16 2005

SEDCAD 4 for Windows
r- nM LOOP P—Ia I c.h ,on
i
I
[I
11
Elevation
Area
(ac)
Capacity
(ac ft)
Discharge
(cfs)
Dewater
Time
(hrs)
1880
1 068
3 165
6 519
040
1890
1 075
3 272
6 962
040
1900
1 082
3 380
7 366
035
19 10
1 089
3 488
7 740
035
1920
1 096
3 598
8 092
030
1930
1 102
3 707
8 426
035
1940
1 109
3 818
8 744
030
1950
1 116
3 929
9 049
030
1960
1 123
4 041
9 342
035
1970
1 130
4 154
9 625
030
1980
1 137
4 267
9 699
035
1990
1 144
4 381
10 165
030
2000
1 151
4 496
10 423
030
Spillway #1
20 10
1 158
4 612
10 675
035
2020
1 166
4 728
10 920
035
2030
1 173
4 845
11 160
045
2040
1 180
4 962
12 319
050
2050
1 188
5 081
17 216
030
2060
1 195
5200
22 631
020
2070
1 203
5 320
28 519
010
2080
1 210
5 440
33 288
010
2090
1 218
5 562
33 581
005
2100
1 225
5 684
33 872
010
21 10
1 233
5 807
34 160
0 10
2120
1 240
5 931
34 446
005
2125
1 244
5 993
34 588
005
Spillway #2
21 30
1 248
6 055
35 662
005
2140
1 256
6 180
37 809
0 10
2150
1 263
6 306
39 954
005
2160
1 271
6 433
42 097
010
2170
1 279
6 560
44 237
010
2180
1 286
6 689
46 375
020
2190
1 294
6 818
90 399
010
2200
1 302
6 947
108 301
005
22 10
1 311
7 078
127 892
2220
1 320
7209
149 008
0 05
Peak Stage
2220
1 320
7 210
149 071
2230
1 328
7 342
169 452
2240
1 337
7 475
194 426
2250
1 346
7 610
220 915
2260
1 355
7 745
248 869
Rename 240073 Post NEWDESIGN sc4 Printed 03 16 2005

SEDCAD 4 for Windows
r— Hf Aooa comma. i c,n nF
Area
Capacity
Discharge Dewater
Elevation
Time
(ac)
(ac ft)
(cfs) (hrs)
2270
1
364
7 881
278 247
22 80
1
373
8 017
309 015
22 90
1
382
8 155
339 892
23 00
1
391
8 294
372 002
*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit
Detailed Discharge Table
Elevation
Pert Riser (cfs)
Emergency
Spillway cfs
p y (cfs)
Combined
Total
Discharge
(cfs)
1550
0 000
0 000
0 000
1560
3 00>0 000
0 000
0 000
1570
0 149
0 000
0 149
1580
0211
0000
0211
1590
0 259
0 000
0 259
1600
0 299
0 000
0 299
1610
0 334
0 000
0 334
1620
0 366
0 000
0 366
1630
0 395
0 000
0 395
1640
0 423
0 000
0 423
1650
0 448
0 000
0 448
1660
0 473
0 000
0 473
1670
0 496
0 000
0 496
1680
0518
0000
0518
1690
0 539
0 000
0 539
1700
0 559
0 000
0 559
17 10
0 579
0 000
0 579
1720
0 598
0 000
0 598
1730
0616
0000
0616
1740
0 634
0 000
0 634
1750
8 00>0 652
0 000
0 652
1760
1 732
0 000
1 732
1770
2 188
0 000
2 188
1780
2 542
0 000
2 542
1790
2 843
0 000
2 843
1800
3 109
0 000
3 109
1810
3 351
0 000
3 351
1820
3 575
0 000
3 575
12
Filename 240073 Post NEWDESIGN sc4
Printed 03 16-2005

' SEDCAD 4 for Windows
11
11
[1
I
r
I
u
1
Elevation
Perf Riser
ser (cfs)
Spillway cfs
P y ( )
Combined
Total
Discharge
(rfs)
1830
3 783
0 000
3 783
1840
3 980
0 000
3 980
1850
8 00>4 166
0 000
4 166
1860
5 407
0 000
5 407
1870
6018
0000
6018
1880
6519
0000
6519
1890
6 962
0 000
6 962
1900
7 366
0 000
7 366
1910
7 740
0 000
7 740
1920
8 092
0 000
8 092
1930
8 426
0 000
8 426
1940
8 744
0 000
8 744
1950
9 049
0 000
9 049
1960
9 342
0 000
9 342
1970
9 625
0 000
9 625
1980
9 899
0 000
9 899
1990
10 165
0 000
10 165
2000
10 423
0 000
10 423
20 10
10 675
0 000
10 675
2020
10 920
0 000
10 920
2030
11 160
0 000
11 160
2040
12319
0000
12319
2050
17 216
0 000
17 216
2060
22 631
0 000
22 631
2070
28 519
0 000
28 519
2080
33 288
0 000
33 288
2090
33 581
0 000
33 581
21 00
33 872
0 000
33 872
21 10
34 160
0 000
34 160
2120
34 446
0 000
34 446
2125
34 588
0 000
34 588
2130
34 730
0 933
35 662
2140
35 011
2 799
37 809
2150
35 290
4 664
39 954
2160
35 567
6 530
42 097
2170
35 841
8 396
44 237
2180
36 114
10 261
46 375
2190
36 384
54 015
90 399
2200
36 653
71 648
108 301
22 10
36 919
90 972
127 892
13
Filename 240073 Post NEWDESIGN sc4
Printed 03 16 2005

SEDCAD 4 for Windows
r- —v. I... .—J. I crh uon
1
I
' Structure #4 (Nulls
' Outlet
I
I
1
E
Elevation
Perf Riser (ds)
Emergency
Spillway (ds)
Combined
Total
Discharge
(ds)
2220
37
184
111 887
149 071
2230
37
447
132 005
169 452
2240
37
708
156 719
194 426
2250
37
967
182 948
220 915
2260
38
224
210 644
248 869
2270
38
480
239 767
278 247
2280
38
734
270 281
309 015
2290
38
986
300 905
339 892
2300
39
237
332 765
372 002
14
Filename 240073 Post NEWDESIGN sc4
Printed 03 16 2005

1
1
1
1
SEDCAD 4 for Windows
15
Subwatershed Hydrology Detail:
Stru
#
SWS
#
SWS Area
(ac)
Time of
Conc
(hrs)
Musk K
(hrs)
Musk X
Curve
Number
UHS
Peak
Discharge
(cfs)
Runoff
Volume
(ac ft)
#3
1
1 200
0 165
0 000
0 000
63 000
F
582
0 530
1200
582
0530
#2
1
10 240
0 051
0 000
0 000
93 000
F
7754
7 808
10 240
7754
7 808
#1
1
24 110
0 125
0 000
0 000
91 000
F
17326
17 889
24 110
17326
17 889
#4
35 550
16923
26 227
Subwatershed Time of Concentration Details:
Stru
SWS
Land Flow Condition
Slope (%)
Vert Dist
Honz Dist
Velocity
Time (hrs)
#
#
(ft)
(ft)
(fps)
#1
1
7 Paved area and small upland
044
200
45000
1 340
0 093
gullies
9 Small streams Flowing bankfull
090
900
1,00000
8 530
0 032
#1
1
Time of Concentration
0 125
#2
1
7 Paved area and small upland
100
200
20000
2010
0 027
gullies
9 Small streams Flowing bankfull
096
750
78500
8 790
0 024
#2
1
Time of Concentration
0 051
#3
1
7 Paved area and small upland
200
250
12500
2 840
0 012
gullies
3 Short grass pasture
2000
400
2000
3 570
0 001
i Forest with heavy ground litter
267
600
22500
0 410
0 152
#3
1
Time of Concentration
0 165
Filename 240073 Post NEWDESIGN sc4
Panted 03 16 2005

JOB NAME JOB NUMBER PAGE NO
PROPOSED LARGE RETAIL CENTER LELAND NC 240073 D
JOB DESCRIPTION BY DATE
POST -DEVELOPMENT AREA DJG 03/14/05
{
3 I I I i t 1 I I I( I I I I � i 1 I
SOIL TYPE JACKEYS CREEK (HYDROLOGIC GROUP C) i 1 i
POST-DEV POND NO 1 DRAIN �GE AREA
t
TYPE OF COVER i
1 iACREAGE
I CNI
VALUE
dRASSi__r �
6 6i
4- T-
IMPERVIOUS , f
17 5 AC
I
198 j
AVERAGE ' 1
12411 AC
I
191
I ' 3 f I i 1 1
'
POST-DEV POND NO 2 DRAINAGE AREA'j
TYPE OFCOVER- `--- --
rACREAGE
—CMVALUE—
GRASS '
i 2 24 AC I
174 '
IMPERVIOUS
I '
i 8 00 AC I
i 981 '
AVERAGE'
i f
110 24 ACi
193
I
, f
I
{ I
1
f t l
I
f
1 1
I
i
I I
f
1
I
I
^
,
GRAY ENGINEERING CONSULTANTS INC / 132 Pihnm Road / Greenville SC 296071864 297 3027

I
1
I
1
1
11
APPENDIX C
Wet Detention Pond Design Pond 1
Wet Detention Basin Supplement Pond 1
Wet Detention Pond Design Pond 2
Wet Detention Basin Supplement Pond 2

14
WL
I
-r_
}
I
_r
0 = = m

FE3 14 2003 3 38PM NCDENR WIRO NO 631 —P 2—_ — - -
85% TSS REMOVAL
' 30 FOOT VEGETATED FILTER REQUIRED
D 33 5' 4 0' 4 5' 5 0' 5 5' 6 0' 6 5' 7 0' 175'
IMP %
10% 9 8 6 5 0
0 p p 0
t20 % 1 7 1 3 12 1 10 9
' 8
30 % 25 22 1 9 18 1 6 15 13 12 7 6 5 10 9
4017o 34 30 26 24 2 19 1,6 14 11 10
505% 42 37 33 30 27 2 21 18 15 13
' 60% 50 45 38 35 32 29
23 20 16
70% 60 52 45 41 37 *33 29
21 18
80% 68 60 52 47 42 37 32 27 2 20
90% 75 65 58 53 48 43 38
33 2 13
100% 82 74 68 62 56 50 44 38
32 2
*Revised 10/31/97 1
1 90% TSS REMOVAL
NO VEGETATED FILTER REQUIRED
DEPTH 3'
35 40' 45' 50' 59' 60' 65' 70' 75'
1 IMP% I
' 10% 13 10 8 7
1 6 5 4 3 2 1
20% 2 4 20 1 8 1 7 1,5 1A 1 2 1 0
30% 35 p 9 6
' 27 25 22 19 16 13 11 8
40% 45 40 35 31 28 25 21 18 14 11
' 50% 56 5�0 43 39 35 31 27
23 19 15
60% 70 6,0 53 48 43 39 34 29 24 19
-� Z 70% 81 70 60 55 50 45 39 34 29 2g
80% 94 80 70 64 57 52 46
' 90% 107 90 79 72 65 59 40 34 28
52 46 39 3'
100% 120 100 88 81 73 3
66 58
�te The requlred surface area calculated from the tableS 1s to be provided at the permanent pool elevation
i

11
03
-f i ' _ y_.
t �
, r ' _{ _�
J
-� -t- '/� 1� 1_� i `� 1 • r -I W � -I -�-� 1 , 1 1
J V
�'} �� �.-
r►�i- M -
-�- � -�- -,-
�-
-r 1',� pp -;
r
fir—
lp
' -
i-;At-i0
i
L
r ,
i

I
1
"NAME JOB NUMBER PAGE NO
��,prJD N L 2¢o67 S b
JOB DESCRIPTION BY DATE
PDO I> ilo 1 DT6 -,?/ S
i t l i 11� 1
i 1lr_,..I icy-I�nIw1/ 'T-i .AI_I
-' --� 41-4 +-" '- 1 T-
-I � ,-
' /SSSuA.&
-1_ { _1 �" I I -11 i 1
--rr -ram.
�; I _iI r
T_t� _ f 28% �JsT
-- -r-
i
r--- -,-- 3 r-
�ti
?-T-T
b- --r -- iil?%Al^1 fl ld� }- 3 Z� LS ._. �? 3 2-
-4
Y
LL1
-r �- - ---+ - - --- - -- -
7-
i
1 I
1
GRAY ENGINEERING CONSULTANTS, INC 1102 Pilgrim Road / Greenville, SC 29607 / [phone]

I
I
I
I
I
Permit No
(to be provided by DWQJ
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 original
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
II PROJECT L iFORIMATION
1
I
I
I
I
I
I
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 l
elevations
Basin Bottom Elevation 90 ft (floor of the basin)
Permanent Pool Elevation 155 ft (elevation of the orifice)
Temporary Pool Elevation 175 ft (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 37,172 sq ft (water surface area at the orifice elevation)
Drainage Area 241 ac (on -site and off site drainage to the basin)
Impervious Area 175 ac (on -site and off site drainage to the basin)
volumes
Permanent Pool Volume 169,745 cu ft (combined volume of main basin and forebay)
Temporary Pool Volume 80,217 cis ft (volume detained above the permanent pooh
Forebay Volume 40,410 cu ft (approximately 20% of total volume)
Other parameters
SA/DAI 3 5* (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 I in
Design TSS Removal 2 90 % (minimum 85% required)
*Used Coastal Table 90% TSS
Forth SWU-102 Rev 3 99
Page I of 4

1
Footnotes
1
I
i
L
I
I
t
1
,f
t
l When using the Division SAIDA tables, the correct SAIDA 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
2 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 DIG
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
In
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
1
A trash rack or similar device is provided for both the overflow and onfice
DJG*2
k
A recorded drainage easement is provided for each basin including access to nearest right-
of-way
DIG
1
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
* l Averaee Deoth = 6 5 feet Allowed oer Coastal Table
*2 Pond No l is on -site with full access from oublic roadways
*3 Owner will um and to dram for maintenance or an emer ency
III WET D TEAION BASIN OPERATION AN)I� 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 V does not incorporate a vegetated filter at the outlet
This system (check one) 0 does J0 does not incorporate pretreatment other than a forebay
IForm SWU 102 Rev 3 99
Page 2 of 4

d
LI
Maintenance activities shall be performed as follows
1 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
' b 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, nprap, etc ) quarterly to mamtain
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 manner 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 feet in the main pond, the sediment shall be removed
When the permanent pool depth reads 4 0 feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
' 6611 in the blanks)
Permanent Pool Elevation 15 5
Sediment Re oval El 11 5 ----- 75 0
-------
Sediment Removal Elevation 10 5 5%
Bottom Ele anon IO 0 %---------------------------------------------JZ_91
---
Bottom Elevation 9.0 25
FOREBAY MAIN POND
A
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 drain shall be minimized to the maximum extent practical
IForm SWU-IO2 Rev 3 99 Page 3 of 4

Y
t-
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 Kepes
Title VP of WRS Realty, Inc, Manager of the Applicant
1 Address 2361 South Centennial Drive, Aiken, SC 29803
Phone [phone]
' Signature
Date
Note The legally responsible parry 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
S
I
I
r
I
1, , a Notary Public for the State of
County of do hereby certify that
personally appeared before me this day of and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witness my hand and official seal,
My commission expires
' Form SWU-102 Rev 3 99
SEAL
Page 4 of 4
11

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 Kepes
Title VP of WRS Realty, Inc , Manager of the Applicant
Address 2361 South Centennial Drive, Aiken, SC 29803
Phone [phone]
Signature
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
F
J
I
Cl
1
t
r
I, , a Notary Public for the State of
County of do hereby certify that
personally appeared before me this day of and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witness my hand and official seal,
My commission
Form SWU 102 Rev 3 99
SEAL
Page 4 of 4
11

POND VOLUME CALCULATIONS
240073 Retail Shopping Center
Total Drainaige Area 10 2 Ac
ELEVATION
\%,%x1\\\0M,W\\=WNIN
®®
\m%%NO\�\
NOMMOMN
ME�����MEN-01��������M©�
•
Q�����������
®ME�����,kMR
�%,1XI��X%%NNQ�000LLi
INNN,�
Perm Pool / 50 07 ,33F
Total Pond 7 3 CIF
DETENTIONPOND #2 FOREBAYVOLUME
�EI
NMIIN%�������
���������������
Q�����������'
Forebay 9 899 F
RECEIVED
APR 0 7 2005
BY
Temp Pool 42 984 CF
KMY
240073-WMI-SDcalcs-New Design XLS
4/6/2005

-m
`I� Y ��
-*r Y
.i
`ram �.{_
a � hY t Y d

No se z—
`c3 14 2023 - 3 38PM NCDENR WIPO
1
1 85% TSS REMOVAL
30 FOOT VEGETATED FILTER REQUIRED
1 ote
DEPTH
3
I
3 5'
40'
45'
5 0'
S 5'
6 0'
6 5'
7 0'
7 5'
`
10%
9
8
7
6
5
0
0
0
0
0
20%
17
13
12
11
10
9
8
7
6
5
30%
25
22
19
18,
16
15
13
12
10
9
34
30
26
24
2`1,
19
16
14
11
10
140%
50%
42
37
33
30
27
24,
21
18
15
'l3
60%
50
45
38
35
32
29
26
23
20
16
70%
60
52
45
41
37
*33
29
.5
21
80%
{{
68 1
60
52
47
42
37
32
27'
2
90%
75
65
58
53
48
43
38
33
28
dO
100%
82
74
68
62
56
50
44
38
32
*Revised lOY31197
90% TSS REMOVAL
NO VEGETATED FILTER REQUIRED DsP-)A
5' 40'
4 5
55 0'
110
5 9'
6 0'
65'
7 0'
7 5'
ffDEPTH;3'3
10 8
7
6
5
4
3
2
1
205
24 20 18
17
15
1A
12
10
9
6
30%
35 .'30 27
25
22
19
16
13
11
8
407o
45 40 35
31
28
25
21
18
14
11
50%
56 S0 43
39
35
31
27
23
19
15
60 To
70 60 53
48
43
39
34
29
24
19
70%
81 7�0 60
55
50
45
39
34
r2 9N
23
80%
94 80 70
64
57
52
46
40
34
28
90%
107 90 79
72
65
59
52
46
39
33
100%
120 100 188
81
73
66
58
51
43
36
The re uired surface Iculated from the tables is to be provided at the permanent pool elevation
RECEIVED _
APR 01 2005
o�,,

AB NAME
JOB NUMBER PAGE NO
, '0 �,S 1�l IJ�Ld�IJ ,19� 7yo0-731�
JOB DESCRIPTION +� _
^{-� ✓'N' i.i a ��� By DATE
EJ.AN,0 CS
C'1 �P1� o rs p ` -n L-wuL g
50,012 C. F -
Sd, oviAL c�
A CrL,a L z C F
9.899 G
I O, I I'i C:F OICA ✓
V Fs
� J
ZiaL-Ci'wf� _ / K �t K o /K - )(to.s��/43s�c�+
V/ 6 L.(/ Ztp (o S o C---
Art �:-LrwUATVZ� J
RECEIVED
APR 0 7 2005
BY ____ /_ ��3
2Jo 4, s o c
I
C F
,ac as on^_oM7

;vr,: Pix=Q,mr, rnmq o Team" imr / lq9 P.Immm amar4 I Proonvillo cr r c)QFFt i ix: al itir- tt4�,

I
' Permit No
(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 original
DWQStormwater 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 INFORbLATION
Project Name Proposed Retail Shopping Center, Leland, NC
' Contact Person David 3 Graffius Phone Number (864 ) 297-3027
For projects with multiple basins, specify which basin this worksheet applies to Pond No 2
elevations
Basin Bottom Elevation 80 ft (floor of the basin)
aPermanent Pool Elevation 160 ft (elevation of the orifice)
Temporary Pool Elevation 177 ft (elevation of the discharge structure overflow)
A
11
L.
I
I
kI
L
areas
Permanent Pool Surface Area 14,831 sq ft (water surface area at the orifice elevation)
Drainage Area 105 ac (on -site and off -site drainage to the basin)
Impervious Area 80 ac (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DAI
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
58,691 cis ft (combined volume of main basin and forebay)
28,190 cis ft (volume detained above the permanent pool)
10,847 cis ft (approximately 20% of total volume)
3 2* (surface area to drainage area ratzo from DWQ table)
2 in (2 to 5 day temporary pool draw -down required)
1 in
90 % (minimum 85% required)
*Used Coastal Table 90% TSS
Form SWU-102 Rev 3 99
Page I of 4
IJ

e
' Footnotes
1 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
2 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)
DJG b The forebay volume is approximately equal to 20% of the basin volume
' DJG c The temporary pool controls runoff from the design storm event
DJG 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)
DJG f The basin length to width ratio is greater than 3 1
DJG g The basin side slopes above the permanent pool are no steeper than 3 1
DJG*2 h A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
' DJG i Vegetative cover above the permanent pool elevation is specified
DJG l A trash rack or similar device is provided for both the overflow and orifice
DJG*3 k A recorded drainage easement is provided for each basin including access to nearest right-
of-way
DJG I 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*4 in A mechanism is specified which will dram the basin for maintenance or an emergency
* 1 Average Depth = 8 0 feet, Allowed per Coastal Table
*2 Due to site constraints, 3 1 slope ensured over shelf
IH WET DETENTION BASIN OPERATION AND 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 * does not incorporate a vegetated filter at the outlet
This system (check one) 0 does 70 does not incorporate pretreatment other than a forebay
Form S WU-102 Rev 3 99 Page 2 of 4
' *3 Pond No 2 is on -site with full access from public roadways
*4 Owner will pumo pond to drain for maintenance or an emereencv

I
r
[I
I
I
a
�1
I
r
I
F
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
b Check and clear the onfice 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
Inspect and repair the collection system (i a catch basins, piping, swales, nprap, 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 manner 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 6 0 feet in the main pond, the sediment shall be removed
When the permanent pool depth reads 4 5 feet in the forebay, the sediment shall be removed
Sediment Re oval El 115
Bottom Ele anon 0
FOREBAY
BASIN DIAGRAM
6611 in the blanks)
Permanent Pool Elevation 16 0
Sediment Removal Elevation 10 0
Bottom Elevation 9 0
MAIN POND
75%
25%
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
IForm SWU-102 Rev 3 99
Page 3 of 4
J

e
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
tPrint name Arthur Kepes
Title VP of WRS Realty, Inc, Manager of the Applicant
Address 2361 South Centennial Drive, Aiken, SC 29803
Phone [phone]
Signature
Date
' Note The legally responsible patty 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
A
I
I
I
1
17
1
1, a Notary Public for the State of
County of do hereby certify that
personally appeared before me this day of and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witness my hand and official seal,
My commission
Form SWU-102 Rev 3 99
SEAL
Page 4 of 4
I

I
I
I
r
I
I
F
I
r
I
I
I
APPENDIX D
STORM DRAINAGE MAP
STORM DRAIN DESIGN
RIPRAP OUTLET PROTECTION DESIGN
BUOYANCY CALCULATIONS
EMERGENCY SPILLWAY CALCULATIONS
1 13

Developed Flow to Structures
Structure No
Area
SF
Area
AC
Coefficient
TOC 141
Rainfall
10 YR
mlhr
Flow
10 YR
cfs
Inlet
Capacity
cte
Entrance
min
In Pipe
min
OUTFALL#AO
AO
OUTLE
-
-
H W
-
A7
10500
024
090
698
Oil
725
1 57
B
750
A2
13250
030
090
686
0 12
725
1 98
B
750
A3
22000
051
090
669
017
725
330
B
750
A4
11500
026
090
653
016
725
1 72
B
T5O
A5
30500
070
090
622
017
725
457
B
750
A6
17750
041
090
592
029
725
266
D
780
A7
6000
014
090
585
007
725
090
0
780
AB
1800
004
090
512
074
725
027
D
780
A9
-
1 75
090
500
0 12
725
11 42
R
2000
A10
24500
056
090
615
029
725
367
B
750
A11
37000
085
090
580
035
725
554
B
750
Al2
76250
1 75
090
500
080
725
1142
2B
1500,
A13
27750
064
090
577
052
725
416
B
750
A14
32250
074
090
500
077
725
483
B
750
A15
25750
059
085
603
049
725
364
B
750
A16
28750
066
085
555
048
725
407
B
750
A17
35750
082
090
500
055
725
536
R
2000
A18
35500
081
090
568
050
725
532
B
750
A19
45000
1 03
090
122
0 68
7 25
674
B
750
A20
2700
006
090
512
073
7 25
0 40
D
711
A21
-
1 75
090
500
0 12
725
11 42
f
2000.
A22
-
S-
090
500
0 12
725
1 1142
f
2000
OUTFALL#BO
BO
OUTLE
H W
B7
15000
034
090
500
725
226
D
780
B2
24250
056
085
500
-
725
343
D
780
B3
14000
032
085
500
725
1 98
D
780
B4
17000
039
085
500
725
241
D
780
B5
21000
048
080
500
-
725
280
D
780
B6
27000
062
090
500
725
404
B
750
B7
33000
--0:76-
090
500
725
494
B
750
OUTFALL#CO
CO
OUTLE
H W
Cl
18000
041
085
5 00
725
255
D
780
C2
2300
005
0 80
5 00
7 25
031
D
780
C3
16300
037
2M
500
725
231
D
7 80
C4
112000
57
70
500
1-
725
1305
1 H W
-
UTFALL#00
DO
I EX SD
-
-
-
-
EX SC
-
D1
72775
1
090
725
10 90
1 2D
11560
OUTFALL#EO
EO
OUTLE
'-_
-
I -
I-
-
H W
-
E1
117250
269
090
500
-
725
17 56
D
780
E2
56000
1 29
0 90
5 00
725
839
D
880
E3
7900
018
090
500
725
118
D
980
E4
39750
090
500
725
596
C
,Fq 07J OUTFALL
#FO
_
-
-
-
H W
-
LOUTLE
SD MH
-
-
-
-
725
367
C
-
F2
1 24500
056
090
5 00
725
367
O
780
F3
1 11000
0.25
090
500
725
1 65
D
1 880
1/ OUTFALL#DO
GO
OUTLE
E D
G1
POND
090
725
3555
OS
OUTFALL#DO
HO
OUTLE
-
-
-
E D
-
H1
POND
-
0 90
-
-
7 25
30 OS
OS
I -
��,�.. e /' �y' � /_ �j l ny,��//�
(T i- 4r,%- 0I-t- J 1 'lE' ( 24 073 %CK) a1 l'" w KMY
° 240073 WMG- Dcalcs New Design XLS
3/17/2005
70

I
11
I
1
i
I
I
I
1
I
1
Recommended Pipe Size/Slope
From To
Cumulative
Flaw (Q,o)
cis
Pipe
Sae
m
Velocity
(V )
(fps)
Actual
Slope
%
Actual
Capacity (Q.)
cfs
4 � Q is ?
OUTFALL#AO
Al
AO
10638
48
1693
060
111 2
YES
A2
Al
10480
48
1668
060
111 2
YES
A3
A2
10282
48
1636
060
111 2
YES
A4
A3
6990
42
1271
0 50
71 1
YES
A5
A4
4306
36
914
0 50
471
YES
A6
A5
3849
36
817
040
422
YES
A7
A6
3583
36
760
033
383
YES
A8
A7
11 69
24
372
033
130
YES
A9
A8
11 42
24
363
0 33
130
YES
A10
A3
2063
24
657
0 85
208
YES
A71
A10
1696
24
540
067
185
YES
Ail
A71
1142
24
364
050
160
YES
A13
A3
899
18
381
1 00
105
YES
A14
A13
483
15
246
100
65
YES
A15
A4
1307
24
416
0 85
208
YES
A16
A15
942
18
400
085
97
YES
A17
A16
536
18
227
050
74
YES
A18
A4
12 06
24
3 84
0 50
160
YES
A19
A18
674
18
286
0 50
74
YES
A20
A7
11 82
24
376
0 50
160
YES
A21
A20
11 42
24
3 63
0 33
130
YES
A22
17
11 42
24
3 63
0 33
130
YES
OUTFALL#BO
BO
B1
BO
21 85
24
695
095
220
YES
B2
B1
1960
24
624
080
202
YES
B3
B2
1617
24
515
0 55
168
YES
84
63
1419
24
452
0 50
160
YES
65
64
11 78
24
375
0 50
160
YES
86
B5
899
18
381
0 75
91
YES
B7
B6
494
15
252
0 75
56
YES
OUTFALL#CO
Co
Ci
CO
1821
24
580
065
1 182
YES
C2
Cl
1 1566
24
499
050
160
YES
C3
C2
231
15
117
050
46
YES
C4
C2
1305
24
415
089
21 4
1 YES
OUTFALL#DO
[Al
DO
1C 90
18
463
110
11 0
YES
OUTFALL#EO
EO
E1
EO
2309
24
10 53
2 50
35 8
YES
E2
E1
15 53
1 24
1 494
1 115
242
YES
E3
E2
714
18
303
1 00
105
YES
E4
E3
595
18
253
1 00
105
YES
OUTFALL
#FO
FO
_
_
_
_
_
_
_
F7
FO
5 32
18
2 26
2 50
166
YES
F2
F1
532
18
226
1 50
129
YES
F3
F2
1 65
18
070
1 00
105
YES
OUTFALL#DO
GO
G1
GO
3555
36
7 54
050
47 1
YES
OUTFALL#DO
HO
_
I _ I
_
I _
I _
_
_
H1
HO
1 3005 1
36
1 638
1 050
471
YES
KMY
240073 WMG SDcalcs New Design XLS
3/17/2005

r m m r M" m M w o M w m m m m m m m
S TORM DRAIN SCHEDULE
FROM
TO
LENGTH
FT
PIPE
DIA I SLOPE
IN %
INVERT ELEVATION
INFL END
FT
EFFL END
FT
OUTFALL#AO
AO
Ai
AO
110
48
060
16 16
1550
A2
Al
118
48
060
1687
1616
A3
A2
170
48
060
1789
1687
A4
A3
123
42
050
18 50
1789
A5
A4
94
36
050
1897
1850
A6
A5
143
36
040
1955
1897
A7
A6
34
36
033
1966
1955
A8
A7
165
24
033
2020
1966
A9
A8
26
24
1 033
2029
2020
A10
A3
114
24
085
1886
1789
Ail
AlO
114
24
067
1962
1886
Al2
A11
175
24
050
2050
1962
A13
A3
120
18
1 00
1909
1789
A14
A13
114
15
1 00
2023
1909
A15
A4
123
24
085
1955
1850
A16
A15
116
18
085
2053
1955
A17
A16
75
18
050
2091
1 2053
A18
A4
114
24
050
1907
1650
A19
A18
117
18
0 50
1166
1907
A20
A7
165
24
050
2048
1966
A21
A20
26
24
0 33
2057
2048
A22
A7
26
1 24
033
1974
1966
OUTFALL#BO
BO
B 1
BO
65
24
095
1662
1600
B2
B7
194
24
080
1817
1662
B3
B2
135
24
055
1891
18 17
B4
B3
100
24
050
1941
1891
B5
34
89
24
050
1986
1941
B6
B5
101
18
075
2061
1986
87
B6
118
15
075
21 50
2061
OUTFALL#CO
CO
C1
CO
94
24
065
2061
20 00
C2
M
M24
050
2121
2061
C3
C2
160
15
050
2201
21 21
C4
C2
122
24
089
2230
21 21
OUTFALL#DO
DO
D1
DO
I 18
STRUCTURE
NO
TYPE
TOP
ELEV
INLET
WEIR
ELEV
BTM
ELEV
DEPTH
FT
OUTFALL#AO
AO
H W
1550
Al
B
2450
2450
1616
834
A2
B
2430
2430
1687
743
A3
B
2400
2400
1789
611
A4
B
2430
2430
1850
580
A5
B
2430
2430
1897
533
A6
0
2480
2430
1965
526
A7
D
2480
2430
1966
514
A8
D
2650
2600
2020
630
A9
A
2583
2500
2029
554
AlO
B
2400
2400
1886
514
All
B
2400
2400
1962
438
Al2
2B
2400
2400
2050
351
A73
B
2400
2400
1909
491
A 14
B
2400
2400
2023
377
A15
B
2400
2400
1955
445
A16
B
2400
2400
2053
347
A17
A
2483
2400
2091
1 392
A18
B
2430
1 2430
1907
523
A19
B
24 30
2430
1966
464
A20
D
26 50
2600
2048
602
A21
A
2583
2500
2057
526
A22
A
2583
2500
1974
609
OUTFALL#BO
BO
H W
1600
B1
D
2400
2350
1662
738
B2
D
2430
2380
1817
613
B3
D
2500
2450
1891
609
B4
D
2500
2450
1941
559
B5
D
2500
2450
1986
514
B6
B
2460
2460
2061
399
87
B
2450
2450
21 50
300
OUTFALL#CO
CO
H W
2000
C 1
D
2490
2440
2061
429
C2
D
2550
2500
2121
429
C3
D
2550
2500
22 01
3 49
C4
H W
2236
OUTFALL#DO
DO
EX SD
D1
2D
2500
1 2450
KMY
240073-WMG SDcelcs New Design XLS
3/17/2005

M a m m M m IM m m o m" m m= i m p
S TORM DRAIN SCHEDULE
FROM
TO
LENGTH
FT
PIPE
DIA SLOPE
IN %
INVERT ELEVATION
INFL END
FT
EFFL END
FT
OUTFALL#EO
EO
El
EO
36
24
250
1690
16 00
E2
El
181
24
115
1898
1690
E3
E2
146
18
1 00
1
2044
1898
E4
E3
43
18
1 00
2087
2044
OUTFALL#FO
FO
A
FO
41
18
2 50
1653
155
F2
F1
168
18
1 50
1905
16 53
F3
F2
104
18
1 00
2009
19 05
OUTFALL#GO
GO
G1
GO
70
24
11 050
15 50
1515
OUTFALL#HO
HO
H1
HO
140
24
O 50
1600
1530
STRUCTURE
NO
TYPE
TOP
ELEV
INLET
WEIR
ELEV
BTM
ELEV
DEPTH
FT
OUTFALL#EO
EO
H W
16 00
El
D
2450
2400
1690
760
E2
D
2470
2420
1898
572
E3
D
2460
2400
2044
406
E4
C
2540
2087
453
OUTFALL#FO
FO
H W
1550
F1
C
24 70
16 53
8 18
F2
D
2320
1 2270
1905
416
F3
I D
2450
1 2400
2009
442
OUTFALL#GO
GO
H W
1515
G1
OS
1550
OUTFALL#HO
HO
H W
1530
H7
OS
1600
KMY
240073 WMG SDcelcs New Design XLS
3/17/2005

JOB NAME JOB NUMBER PAGE NO
2VOo73 -�
JOB DESCRIPTgN BV OATE
PiPRAP DESIGN 13JL3 0311-VI
I i I I I U e` I I�� 1
,
T
—
77
All
-�-
1-fro o�s • I ti r ��—�- I L � , I s �--�—; --r-; -� - _
T--
I it
�f�TRc[t.TuX E i�L_i_� I � � I� i ' ..�r-� i--�---1--•--�— �—i-- � --
I
-I a1A —2%-
-(
i raw 34� *� - ao=i + Y_CIS_
II —_�-7
TS_Rucric�CZEro—'
I,{ IIz
'
,-,---
' I a�Q�S
irit
-
I I t t
41
',� 1, i t ' , 1, 1 '( I 1�' I,• 1 � i l l l
i I --- -� -I 1 J L-- 1-�--
-*— —
I , I--
r_= AV ,zIur MCCMI In rnalc• B Ta v+r_• way 141, e.,__r n_-A i n ____...,,_ 1r...----. , ----

4
�
a
p
o0
w
n
ma
�
N
n
m�
c.,
2
w
w
I
II
I- l4E—-
`t-
_
-j--
I-
_,
,-
t
,
_
LL
Lit
Qt-��--I--i1I-
-�"
77ClH
--
m m m m m = m m m m r= m m = = m o m

m s m= m w IM w m o m w= m m= m m=
STRUCTURE NO
DIA
L
W-1
W-2
T
Dso
C Y
AO
48"
20'
12 0'
440
15"
6"
24
BO
24"
15'
6 0'
12 0'
15"
6"
6
CO
24"
10'
6 0'
10 0'
15"
6"
4
EO, FO
18"
10'
4 5'
8 5'
15"
6"
4
<_7
O O 00 RIP RAP WITH
PIPE 00�0�000�0�00 FILTER CLOTH
O�O�O�ODODODO
FLOW 000000000U 0000000U
0000000000000
O0O�000000000
O O 00000 r
(HEADWALL p
SEE PLANS) PIPE I SECTION A -A
DIMENSIONS SHOWN ON PLAN ARE 'L' ■ 'Nr z'T'
RIP -RAP SHALL BE THREE TIMES THE PIPE DIAMETER
AT THE PIPE DOT FILTER FABRIC WILL BE UNDER
ALL RIP -RAP
RIP RAP OUTLET PROTECTION
NT5 RR

CHAPTER
4
APRIL, 1990
RECOMMENDED ENGINEERING METHODS & PROCEDURES
FIGURE 4.13 Apron
Design, Maximum Tailwater Condition
1980
7aaj •aziS dP�dLa OSp
OOO
�
'
6
-SF _-
J
aW
mN�Np
s
u -•
W O
r
� O _
f P
—1
C
-
� J
O
`
n
=
u
W-,.q W� tpQ
v1 A
Ste► V -4 � d
'
Source
USDA-SCS
—

ist.�u�ra•,.i
JOB NAME
B NUMBER
PAGE NO
PROPOSED RETAIL, LELAND NC
DJOB
H240073
DESCRIPTION
DATE
OUTLET STRUCTURE POND NO 1 - BUOYANCY CALCSJG
03/14/05
POND NO 1 - OUTLET STRUCTURE
CHECK BUOYANCY
� )?(Di (5 I fZO�
I i -PWftEa,?4 4; f--'
_
CHECK STRUCTURE WEIGHT
,
"ASSUME BLOCKED ORIFICE
-TINDALCG60 SERIES ---- ---- ----- - `-' ,--� -T - --- - - -- - - i-- -'- --
WRIIiER = 8,/173 LB + 5 391 LB = 13 564 LB
4�--
�W�oR<= 5 42��417ftt50)=12,2821b —� — -- ----- -- --;
FACTOR OF S IFETY
Fs'_ E W (13,564+ 12,282) Ib =1-94 --
f Y-FB i 13,3261 i
, I
,
' 1 i
r
� I i I '
L
, r , }
BA -SE
;
1 ,
G60 -
566
8,173 LB
RISER I I
'1
G60-48R
5 391 LB
GRAY ENGINEERING CONSULTANTS, INC / 132 Pll,arlm Road / Greenville SC 29607 / 864 297 3027

/4 �-pd
�i.IM.bfJl:t�f
JOB NAME
JOB NUMBER
PAGE NO
PROPOSED RETAIL, LELAND, NC
D
JOB DESCRIPTION
OUTLET STRUCTURE POND NO 2 - BUOYANCY CALCS
JG
03/14/05
POND NO 2 - OUTLET S1
I
CHECK BUOYANCY ,
FB = (D4Z'rl(HtXWtr
II' I II
ICTURE ,
(s a34t) z
n (20 00 -13 01
)ft �62 4 fb =11,6
I
"ASSUME BLOCKED ORIFICE
TINnQI I`C,RD �FRIFS --
BASE , ill
G60 -
56 '
8 173 tB
RISER
1
1 G60 - 32R
3,593 LB
I I
WB,�B = 8,1731La + 3 593 L`B(= 11,7616 LB
W_f333ftJj150Ib j-9,8081b
ft
FACTOR OF SAFETY
I
EW ((11,766+9,808)Ib
-FS=—= =-185 - ---1.85>1.0OK - - - --
EFB , 11,660 lb i I
I
1
{
I
II E
, I E
I
E
! E
GRAY ENGINEERING CONSULTANTS, INC / 132 Pll lrlm Road / Greenville SC 29607 / 864 297 3027

I
i
1
1
e
1
1
1
11
1
JOB NAME J08 NUMBER PAGE NO
PRopolED I?ErAlL , 4VAA) /JL 2Yo 1/1
JOB DESCRIPTION BY DATE
E/I(EkGGNCy SP/GC�Ay DE1/6nl .�� (� ���t//os
I '
-
_T06 I C. t l JrUN2' 1+2 wCL2__�FLv�-? 'IffQuL 1TALE
�1L (n�C 1L'L ola 1neA�lX _Or _ S_zRU�7"u_�2C,—ELL.
r:R.lY nnt4-qjH TANTS Wr_ 1119 Pdnrm Rnar' / r;rvanvffl a Cr�OFt17 / l4Fd\ 707?f1^7

APPENDIX E
TEMPORARY SEDIMENT BASINS MAP
SEDIMENTOLOGY
SEDCAD CALCULATIONS
TEMPORARY SEDIMENT BASIN
DETENTION POND NO 1
SEDIMENTOLOGY
SEDCAD CALCULATIONS
TEMPORARY SEDIMENT BASIN
DETENTION POND NO 2
SEDIMENTOLOGY
SEDCAD CALCULATIONS
TEMPORARY SEDIMENT BASIN NO 3
TEMPORARY SEDIMENT TRAP CALCULATIONS
SOILS MAP AND DATA

POND VOLUME CALCULATIONS
240073 Retail Shopping Center
Total Drainace Area 17 56 AC
Temporary• •
MEMMMMM
Total Volume 256,327 CIF
KMY
240073-WMF-SDcalcs XLS
3/15/2005

1
1
1
1
1
i
1
1
1
1
1
i
1
1
1
1
1
1
1
SEDCAD 4 for Windows
Pi
T
d Retail Shooi
n of Le
Rename 240073-SEDPond1 sc4
GEC No. 240073
Sedimentology Calculations
Sediment Basin No. 1
Kyle M Young
Gray Engineering Consultants, Inc
132 Pilgrim Road
Greenville, SC 29607
Phone [phone]
Email dgraffius@grayengineering com
I
Printed 03-17 2005

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
SEDCAD 4 for Windows
r- —H. .OR ems. 1. 1
Filename 240073-SEDPondi so4
General Information
Storm Information:
Storm Type NRCS Type II
Design Storm 10 yr 24 hr
Rainfall Depth 7 000 inches
Particle Size Distribution:
Size (mm)
Norfolk Hydric
Soil
14000
100 000%
10000
80 600%
03800
36 100%
00630
22 900%
00440
22 800%
00040
7 400%
00030
5 200%
00010
0 000%
2
Pnnted 03-17 2005

SEDCAD 4 for Windows
Structure Summary:
Immediate
Total
Peak
Total
Peak
Peak
Contnbuting
Contributing
Discharge
Runoff
Sediment
Sediment
Settleable
24VW
Area
Area
Volume
(tons)
Conc
Conc
(ml/I)
(ac)
(ac)
(ems)
(ac-ft)
(mg/1)
(MI/1)
In
81 17
7 85
1216
22,055
15 02
8 00
#1 17 560
17 560
Out
1661
7 85
9 7
2,153
0 03
002
4
Filename 240073-SEDPondt sc4
Pnnted 03-17 2005

SEDCAD 4 for Windows
r- —h. 1... P-1. 1 c,6 —h
1
1
1
1
1
t
Particle Size Distribution(s) at Each Structure
Structure #1:
Size (mm)
In
Out
14000
100 000%
100 000%
10000
83 666%
100 000%
03800
37 473%
100 000%
00630
23 771%
100 000%
0 0440
23 667%
100 000%
00040
7 682%
96 312%
00030
5 398%
67 679%
00010
0 000%
0 000%
5
Filename 240073-SEDPondl sc4
Printed 03-17-2005

SEDCAD 4 for Windows
r- -., iooa oo.00io t c.h .F
Structure #1 (Pond1
Sediment Basin No 1
Pond Inputs
Structure Detail:
Initial Pool Elev
1610
Initial Pool
0 08 ac-ft
*Sediment Storage
0 00 ac it
Dead Space
20 00 %
*No sediment capacity defined
Perforated Riser
Riser Riser Height
Barrel Barrel Barrel Slope
Number of
Diameter (ft)
Diameter Length (off)
n Spillway Elev Holes per
(in)(in)Elev
Elev
4800 3001
1800 5000 0501
00120 1900 1
Pond Results
Emeroencv Soillwa
Spillway Elev Crest Length Left Right Bottom
(ft) Sideslope Sideslope Width (ft)
2050 1000 300 1 300 1 1500
Peak Elevation
2024
H graph Detention Time
6 01 hrs
Pond Model
CSTRS
Dewater Time
144 days
Trap Efficiency
92 02 %
Dewatenng time is calculated from peak stage to lowest spillway
Elevation -Capacity -Discharge Table
Area
Capacity
Discharge
Dewater
Elevation
Time
(ac)
(ac-ft)
(cis)
(hrs)
1600
0
781
0 000
0 000
Top of Sed Storage
1610
0
786
0 078
0 000
Low hole SPW #1
1620
0
792
0 157
0 531
835
1630
0
797
0 237
0 752
155
1640
0
803
0 317
0 921
1 is
L
Filename 240073-SEDPondt sc4
Printed 03-17 2005

' SEDCAD 4 for Windows
I
,I
I
e
l
I
I
I
n
1
r
Elevation
Area
(ac)
Capacity
(ac-R)
Discharge
(cts)
Dewater
Time
(hrs)
1650
0 808
0 397
1 063
100
1660
0 814
0 478
1 188
085
1670
0 819
0 560
1 302
080
1680
0 825
0 642
1 406
075
1690
0 830
0 725
1 503
065
1700
0 836
0 808
1 594
065
1710
0 842
0 892
1 681
065
1720
0 847
0 977
1 763
060
1730
0 853
1 062
1 841
055
1740
0 859
1 147
1916
055
1750
0 864
1 233
1989
055
1760
0 870
1 320
2058
050
1770
0 876
1 407
2 126
050
1780
0 881
1 495
2 191
050
1790
0 887
1 584
2 255
050
1800
0 893
1 673
2 317
045
1810
0 899
1 762
2 377
045
1820
0 905
1 853
2 436
045
1830
0 912
1943
2 493
045
1840
0 918
2035
2 549
050
1850
0 924
2 127
2 604
090
1860
0 930
2 220
2 657
090
1870
0936
2313
2710
085
1880
0 943
2 407
2 762
080
1890
0 949
2 502
2 812
090
1900
0 955
2 597
2 862
100 Spillway #1
19 10
0 962
2 693
2 911
125
1920
0 968
2 789
3 484
195
1930
0 975
2 886
6 401
135
1940
0 981
2 984
9 855
035
1950
0 987
3 083
13 773
020
1960
0 994
3 182
15 372
010
1970
1 000
3 281
15 571
015
1980
1 007
3 382
15 766
010
1990
1 013
3 483
15 960
015
2000
1 020
3 584
16 151
0 15
20 10
1 032
3 687
16 340
015
2020
1 044
3 791
16 527
020
2024
1 050
3 836
16 606
0 20 Peak Stage
2030
1 057
3 896
16 711
2040
1 069
4 002
16 894
7
I
Filename 240073-SEDPondt sc4
Pnnted 03 17 2005

SEDCAD 4 for Windows
r
I
I
j
I
I
I
Q,
I
I
I
I
I
Elevation
Area
(ac)
Capacity
(ac-ft)
Discharge
(cfs)
Dewater
Time
(hrs)
2050
1 081
4 110
17 075
Spillway #2
2060
1 094
4 218
17 878
2070
1 106
4 328
18680
2080
1 119
4 440
19 481
2090
1 132
4 552
20 279
2100
1 144
4 666
21 076
21 10
1 157
4 781
35 062
2120
1 170
4 897
40 958
2130
1 183
5 015
47 489
2140
1 196
5 134
54 635
2150
1209
5 254
61 598
2160
1 223
5 376
70 217
2170
1 236
5 499
79 473
2180
1 249
5 623
89 360
2190
1 263
5 749
99 875
2200
1 276
5 876
111 018
Detailed Discharge Table
Elevation
Perf Riser (cfs)
Emergency
Spillway (cfs)
Combined
Total
Discharge
(cfs)
1600
0 000
0 000
0 000
1610
8 00>0 000
0 000
0 000
1620
0 531
0 000
0 531
1630
0 752
0 000
0 752
1640
0 921
0 000
0 921
1650
1 063
0 000
1 063
1660
1 188
0 000
1 188
1670
1 302
0 000
1 302
1680
1 406
0 000
1 406
1690
1 503
0 000
1 503
1700
1 594
0 000
1 594
1710
1 681
0 000
1 681
1720
1 763
0 000
1 763
1730
1 841
0 000
1 841
1740
1916
0 000
1916
1750
1989
0 000
1989
1760
2058
0 000
2058
1770
2 126
0 000
2126,
0
Filename 240073-SEDPond1 sc4
Printed 03-17 2005

' SEDCAD 4 for Windows
rnn nnhl loop ommnla 1 cnhumn
I
II
I
I
I
I
I
I
I
11
I
I
I
F
I
Elevation
Perf Riser (crs)
Emergency
Spillway cfs
P Y ( )
Combined
TotalS
Discharge
(Cfs)
1780
2 191
0 000
2 191
1790
2 255
0 000
2 255
1800
2317
0000
2317
1810
2 377
0 000
2 377
1820
2 436
0 000
2 436
1830
2 493
0 000
2 493
1840
2 549
0 000
2 549
1850
2 604
0 000
2 604
1860
2 657
0 000
2 657
1870
2710
0000
2710
1880
2 762
0 000
2 762
1890
2812
0000
2812
1900
2 862
0 000
2 862
1910
2911
0000
2911
1920
3 484
0 000
3 484
1930
6 401
0 000
6 401
1940
9 855
0 000
9 855
1950
13 773
0 000
13 773
1960
15 372
0 000
15 372
1970
15 571
0 000
15 571
1980
15 766
0 000
15 766
1990
15 960
0 000
15 960
2000
16 151
0 000
16 151
20 10
16 340
0 000
16 340
2020
16 527
0 000
16 527
2030
16 711
0 000
16 711
2040
16 894
0 000
16 894
2050
17 075
0 000
17 075
2060
17 253
0 625
17 878
2070
17 430
1 250
18 680
2080
17 606
1 875
19 481
2090
17 779
2 500
20 279
2100
17 951
3 125
21 076
21 10
18 121
16 941
35 062
21 20
18 290
22 668
40 958
2130
18 457
29 032
47 489
2140
18 622
36 012
54 635
21 50
18 786
42 811
61 598
2160
18 949
51 269
70 217
2170
19 110
60 363
79 473
11
Filename 240073-SEDPond1 sc4
t
Printed 03-17-2005

SEDCAD 4 for Windows
r— —hl I.0p Domula I trhmh
1
I
i
I
u
I
I
C1
11
a
1-
1
1
1
11,
1
Combined
Total
Elevation
Perf Riser
ser (cfs)
Spillway (cfs)
Discharge
(cfs)
2180
19 270
70 090
89 360
2190
19 429
80 446
99 875
2200
19 586
91 432
111 018
10
Filename 240073-SEDPondt sc4
1
Printed 03-17 2005

SEDCAD 4 for Windows
Subwatershed Hydrology Detail:
Stru SWS
SWS Area
Time of
Musk K Curve
Peak
Runoff
Conc
Musk X UHS
Discharge
Volume
# #
(ac)
(hrs)
(hrs) Number
(ffs)
(ac ft)
#1 1
17 560
0 131
0 000 0 000 86 000 F
81 17
7 852
E
17 560
8117
7 852
Subwatershed Sedimentology Detail:
Peak
Peak
Stru SWS
Sediment
Sediment
Settleable
24VW
Soil K L O S ft %
# # ( ) C p #
Conc
Conc
(tons)
(MI/1)
(mg/1)
(ml/I)
#1 1 0200 20000 100 10000 10000 1
1216
22,055
1502
800
E
1216
22,055
1502
Soo
Subwatershed Time of Concentration Details:
Stru
SWS
Land Flow Condition
Slope (%) Vert Dist Honz Dist
Velocity Time (hrs)
#
#
(ft) (ft)
(fps)
#1
1
8 large gullies, diversions, and low
050 Soo 1,00000
2 120 0 131
Flowing streams
#1
1
Time of Concentration
0 131
Filename 240073-SEDPondt sc4
Printed 03-17-2005

t
POND VOLUME CALCULATIONS
I
I
11
I
a
I
CJ
1
240073 Retail Shopping Center
Total Drainage Area 7 15 AC
Temporary•
MMMMOMM
MON
MOM,M�M\NIMIMk�������©��
WO,kX,
�%XN®R
Total Volume 75,155 CIF
KMY
240073-WMF-SDcalcs XLS
3/15/2005

SEDCAD 4 for Windows
Proposed Retail Shpping Center
Town of Leland, North Carolina
GEC No. 240073
Sedimentology Calculations
Sediment Basin No. 2
Kyle M Young
Gray Engineering Consultants, Inc
132 Pilgrim Road
Greenville, SC 29607
Phone [phone]
Email dgraffius@grayengineering com
1
Rename 240073-SEDPond2 sc4
Printed 03 17 2005

SEDCAD 4 for Windows
r- -.. 100. o—la i c,h —.
I
I
11
11
1
F
1
[1
r
General Information
Storm Information:
Storm Type NRCS Type II
Design Storm 10 yr - 24 hr
Rainfall Depth 7 000 inches
Particle Size Distribution:
Size (mm)
Norfolk Hydric
Soil
14000
100 000%
10000
80 600%
03800
36 100%
00630
22 900%
00440
22 800%
00040
7 400%
00030
S 200%
00010
0 000%
9
Filename 240073 SEDPond2 sn1 Printed 03-17-2005
1

SEDCAD 4 for Windows
I
I
U
11
LJ
I
I
I
[1
Structure Summary:
Immediate
Total
Peak
Total
Peak
Peak
Contributing
Contributing
DischargeRunoff
Sediment
Sediment
Settleable
24VW
Area
Area
Volume
(tons)
Conc
Conc
(MI/1)
(ac)
(ac)
(cfs)
(ac-ft)
(mg/1)
(MI/1)
In
3533
320
461
19,037
1305
724
#1 7 150
7 150
Out
2256
320
44
2,151
022
010
4
Filename 240073-SEDPond2 sal Printed 03 17-2005
1

SEDCAD 4 for Windows
Mn �,.eiaaa o�.si� i c,.e on
I
' Particle Size Distribution(s) at Each Structure
r
I
I
11
I
r
i
1
r
E
s,
Structure #1:
Size (mm)
In
Out
14000
100 000%
100 000%
10000
80 600%
100 000%
03800
36 100%
100 000%
00630
22 900%
100 000%
0 0440
22 800%
100 000%
00040
7 400%
77 828%
00030
5 200%
54 690%
00010
0 000%
0 000%
rJ
Rename 240073-SEOPond2 sc4
F
Printed 03-17-2005

SEDCAD 4 for Windows
Structure #1 (Pond)
Sediment Basin No 2
Pond Inputs
Structure Detail:
Initial Pool Elev
1610
Initial Pool
0 00ac-R
*Sediment Storage
0 00 ac-R
Dead Space
20 00
*No sediment capacity defined
Perforated Riser
Riser Riser Height
Barrel Barrel Barrel Slope
elS
Number of
Diameter (R)
Diameter Length (R)
Manning s n Spillway Elev Holes per
(m)
(m)
Elev
4800 400
2400 14000 0501
00120 2000 2
Pond Results
Peak Elevation
2069
H graph Detention Time
0 50 hrs
Pond Model
CSTRS
Dewater Time
0 51 days
Trap Efficiency
90 49 %
Dewatering time is calculated from peak stage to lowest spillway
Elevation -Capacity -Discharge Table
Elevation
Area
(ac)
Capacity
(ac R)
Discharge
(cfs)
Dewater
Time
(hrs)
1600
0 030
0 000
0 000
Top of Sed Storage
1610
0 034
0 003
0 000
Low hole SPW #1
1620
0 038
0 007
0 598
395
1630
0 042
0 011
0 846
220
1640
0 047
0 015
1 036
080
1650
0 052
0 020
1 196
050
1660
0 057
0 026
1 337
030
1670
0 062
0 032
1 465
030
1680
0 068
0 038
1 582
020
1690
0 073
0 045
1 691
020
1700
0 079
0 053
1 794
0 1s
11
Filename 240073-SEDPond2 so4
Printed 03 17-2005

r SEDCAD 4 for Windows
r- -n I I... D-1. I C,h-..
L
[l
I
I
I
d
I
r
I
I i
1
Elevation
Area
(ac)
Capacity
(ac-ft)
Discharge
(cfs)
Dewater
Time
(hrs)
1710
0 085
0 061
1 891
015
1720
0 092
0 070
1983
0 15
1730
0 099
0 079
2071
0 15
1740
0 106
0 090
2 156
0 15
1750
0 113
0 100
2 237
020
1760
0 120
0 112
2 316
020
1770
0 128
0 124
2 392
0 15
1780
0 136
0 138
2 465
025
1790
0 144
0 152
2 537
020
1800
0 152
0 166
2 606
025
18 10
0 162
0 182
4 335
015
1820
0 171
0 199
5 089
010
1830
0181
0216
5681
005
1840
0 192
0 235
6 189
005
1850
0202
0 255
6 643
005
1860
0 213
0 275
7 058
005
1870
0 225
0 297
7 443
010
1880
0 236
0 320
7 805
005
1890
0 248
0 345
8 147
005
1900
0 260
0 370
8 472
005
19 10
0 272
0 397
8 784
005
1920
0 285
0 425
9 083
005
1930
0 298
0 454
9 371
005
1940
0 311
0 484
9 650
005
1950
0325
0516
9919
005
1960
0 339
0 549
10 181
0 10
1970
0 353
0 584
10 436
005
1980
0 367
0 620
10 684
005
1990
0 382
0 657
10 926
005
2000
0 397
0 696
11 162
0 10 Spillway # 1
20 10
0 406
0 736
11 393
005
2020
0 415
0 777
11 619
010
2030
0 424
0 819
11 841
010
2040
0 434
0 862
12 058
0 10
2050
0 443
0 906
13 773
010
2060
0 453
0 951
18 105
005
2069
0 462
0 994
22 565
0 05 Peak Stage
2070
0 462
0 997
22 815
2080
0 472
1 043
27 874
2090
0 482
1 091
29 899
2100
0 492
1 140
30 164
7
I
Filename 240073-SEDPond2 so4
Printed 03-17 2005

' SEDCAD 4 for Windows
r- -. , mop o-i. i c.h, h
d
M
I
I
I
I
e
a
I
I
11
I
I
Elevation
Area
(ac)
Capacity
(ac ft)
Discharge
(ds)
Dewater
Time
(hrs)
21 10
0 502
1 189
30 428
21 20
0 512
1 240
30 689
2130
0 522
1 292
30 948
2140
0 533
1 345
31 205
2150
0 543
1 398
31 460
2160
0 554
1453
31 712
21 70
0 564
1 509
31 963
21 80
0 575
1 566
32 212
2190
0 586
1 624
32 459
2200
0 597
1 683
32 704
Detailed Discharge Table
Elevation
Perf Riser (ds)
Combined
Total
Discharge
(ds)
1600
0 000
0 000
1610
6 00>0 000
0 000
1620
0 598
0 598
1630
0 846
0 846
1640
1 036
1 036
1650
1 196
1 196
1660
1 337
1 337
1670
1 465
1 465
1680
1 582
1 582
1690
1 691
1 691
1700
1 794
1 794
1710
1 891
1 891
1720
1983
1983
1730
2071
2071
1740
2 156
2 156
1750
2 237
2 237
1760
2316
2316
1770
2 392
2 392
1780
2 465
2 465
1790
2 537
2 537
1800
10 00>2 606
2 606
18 10
4 335
4 335
1820
5 089
5 089
1830
5 681
5 681
Filename 240073-SEDPond2 sc4
Printed 03-17-2005

r SEDCAD 4 for Windows
r— —F, aap Oamnla I o-Finah
lJ
[1
L
I
t_ J
I
e
I
r
I
p
1
Elevation
Perf Riser (cfs)
Combined
Total
Discharge
(Bs)
1840
6 189
6 189
1850
6 643
6 643
1860
7 058
7 058
1870
7 443
7 443
1880
7 805
7 805
1890
8 147
8 147
1900
8 472
8 472
19 10
8 784
8 784
1920
9 083
9 083
1930
9 371
9 371
1940
9 650
9 650
1950
9919
9919
1960
10 181
10 181
1970
10 436
10 436
1980
10 684
10 684
1990
10 926
10 926
2000
it 162
11 162
2010
11 393
11 393
2020
11 619
11 619
2030
11 841
11 841
2040
12 058
12 058
2050
13 773
13 773
2060
18 105
18 105
2070
22 815
22 815
2080
27 874
27 874
2090
29 899
29 899
2100
30164
30164
21 10
30 428
30 428
21 20
30 689
30 689
2130
30 948
30 948
2140
31205
31205
2150
31460
31460
21 60
31 712
31 712
2170
31963
31963
21 80
32 212
32 212
2190
32 459
32 459
2200
32 704
32 704
Filename 240073-SEDPond2 sc4
1J
Printed 03-17-2005

SEDCAD 4 for Windows
nnm nnhi 1 °ON P—In I crhv nh
10
Subwatershed Hydrology Detail:
Stru SWS
SWS Area
Time of
Musk K Curve
Peak
Runoff
Conc
Musk X UHS
Discharge
Volume
# #
(ac)
(hrs) Number
(hrs)
(cfs)
(ac-ft)
#1 1
7 150
0 095
0 000 0 000 86 000 F
3533
3 197
E
7 150
3533
3 197
Subwatershed Sedimentology Detail:
Peak
Peak
Stru SWS
Sediment
Sediment
Settleable
24VW
Soil K L (R) S (%) C p #
# #
Conc
Conc
(tons)
(MI/1)
(mg/0
(m1/I)
#1 1 0 200 200 00 100 10000 10000 1
461
19,037
13 05
7 24
E
461
19,037
1305
724
Subwatershed Time of Concentration Details:
Stru
SWS
Land Flow Condition
Slope (%) Vert Dist Hortz Dist
Velocity
Time (hrs)
#
#
(ft) (ft)
(fps)
8 Large gullies, diversions, and low
#1
1
Flowing streams
053 400 75004
2 190
0 095
#1
1
Time of Concentration
0 095
Filename 240073-SEDPond2 so4
Printed 03 17-2005

POND VOLUME CALCULATIONS
240073 Retail Shopping Center
Tntal nrainane Area 5 78 AC
Temporary• No
MMMMMM
ICIIMNINO\EXE
\\MXMI\\\\
.. • • •
,%XI XNN\O%,k\\\0
E101k.X.X%\\\�
Total Volume 108,931 CF
KMY
240073-WMF-SDcalcs XLS
3/15/2005

SEDCAD 4 for Windows
it
n of Leland, North C
GEC No. 240073
Sedimentology Calculations
Sediment Basin No. 3
Kyle M Young
Gray Engineering Consultants, Inc
132 Pilgrim Road
Greenville, SC 29607
Phone [phone]
Email dgraffius@grayengineering com
L
Rename 240073-SEDPond3 sc4
Printed 03-17-2005

' SEDCAD 4 for Windows
General Information
1
Storm Information:
Storm Type NRCS Type II
' Design Storm 10 yr 24 hr
Rainfall Depth 7 000 inches
I
r
e
1
11
H
I
Filename 240073-SEDPond3 sc4
Particle Size Distribution:
Size (mm)
Lynchburg
14000
100 000%
10000
81400%
06300
38 800%
00440
24 400%
00380
24 300%
00040
7 500%
00030
5 200%
00010
0 000%
2
Printed 03 17-2005

SEDCAD 4 for Windows
n— —K, l ooa Cando 1 Ge ...e
E
1
I
1
1
r
L
[_1
1
1
1
1
1
�J
1
1
Structure Summary:
Immediate
Total
Peak
Total
Peak
Peak
Contributing
Contributing
Discharge
Runoff
Sediment
Sediment
Settleable
24VW
Area
Area
Volume
(tons)
Conic
Conc
(m1/I)
(ac)
(ac)
(cfs)
(ac R)
(mg/1)
(MI/1)
In
2856
258
364
18,561
1256
696
#1 5 780
5 780
Out
1388
258
33
2,075
0 15
007
4
Filename 240073-SEDPond3 sc4
Printed 03-17 2005

i SEDCAD 4 for Windows
I
' Particle Size Distribution(s) at Each Structure
1
1
1
C]
I
I
[1
1
[1
Structure #1:
Size (mm)
In
Out
14000
100 000%
100 000%
10000
81 400%
100 000%
06300
38 800%
100 000%
00440
24 400%
100 000%
00380
24 300%
100 000%
00040
7 500%
83 200%
00030
5 200%
57 686%
00010
0 000%
0 000%
5
Rename 240073-SEDPond3 sr4
Printed 03-17 2005

SEDCAD 4 for Windows
n- —h, 1002 aI Ghma6
Structure #1 (Ponds
Sediment Basin No 3
Pond Inputs
Structure Detail:
Initial Pool Elev
20 10
Initial Pool
0 01 ac ft
*Sediment Storage
0 00 ac ft
Dead Space
20 00 %
*No sediment capacity defined
Perforated Riser
Poser Riser Height
Barrel Barrel Barrel Slope
Number of
Diameter (ft)
(ft)
Diameter Length (ft) (rya)
Manning s n Spillway Elev Holes per
(in)
Elev
4800 200
1800 4000 050
00120 2200 1
Pond Results
Emeraencv SDlllwa
Spillway Elev Crest Length Left Right Bottom
(ft) Sideslope Sideslope Width (ft)
2300 500 300 1 300 1 1500
Peak Elevation
2279
H graph Detention Time
2 14 hrs
Pond Model
CSTRS
Dewater Time
0 67 days
Trap Efficiency
90 99 %
Dewatering time is calculated from peak stage to lowest spillway
Elevation -Capacity -Discharge Table
Area
Capacity
Discharge
Dewater
Elevation
Time
(ac)
(ac ft)
(Cfs)
(hrs)
2000
0
089
0 000
0 000
Top of Sed Storage
2010
0
100
0 009
0 000
Low hole SPW #1
2020
0
112
0 020
0 299
175
2030
0
125
0 032
0 423
040
2040
0
138
0 045
0 518
035
W
Filename 240073-SEDPond3 so4
Printed 03-17 2005

SEDCAD 4 for Windows
i
I
e
d
Elevation
Area
(ac)
Capacity
(ac-ft)
Discharge
(cfs)
Dewater
Time
(hrs)
2050
0 152
0 060
0 598
030
2060
0 167
0 076
0 669
030
2070
0 182
0 093
0 732
030
2080
0 199
0 112
0 791
030
2090
0 215
0 133
0 846
030
2100
0 233
0 155
0 897
045
21 10
0 251
0 179
0 945
065
2120
0 270
0205
0 992
065
2130
0 289
0 233
1 036
060
2140
0 309
0 263
1 078
065
2150
0 330
0 295
1 119
060
2160
0 351
0 329
1 158
065
2170
0 374
0 365
1 196
065
2180
0 396
0 404
1 233
080
2190
0 420
0 445
1 268
080
2200
0 444
0 498
1 303
1 10
Spillway # 1
2210
0 483
0 534
1 337
185
2220
0 523
0 584
3 484
170
2230
0 565
0 639
6 401
040
2240
0 608
0 698
9 855
015
2250
0 653
0 761
13 190
010
2260
0 700
0 828
13 432
0 10
2270
0 749
0 901
13 669
0 10
2279
0 794
0 971
13 883
0 10
Peak Stage
2280
0 799
0 978
13 903
2290
0 850
1 060
14 133
2300
0 903
1 148
14 359
Spillway #2
2310
0 958
1 241
16 430
2320
1 015
1 340
18 499
2330
1 073
1 444
20 563
2340
1 132
1 554
22 625
2350
1 193
1 671
24 684
2360
1 256
1 793
35 658
2370
1 321
1922
41 943
2380
1 387
2057
48 850
2390
1 455
2 199
56 363
2400
1 524
2 348
64 063
Detailed Discharge Table
7
Filename 240073-SEDPond3 sc4
Printed 03-17-2005

SEDCAD 4 for Windows
11
11
I
I
L 17
L
LJ
Elevation
Perf Riser
ser (cfs)
Spillway cfs
P Y ( )
Combined
Total
Discharge
(cfs)
2000
0 000
0 000
0 000
20 10
6 00> 0 000
0 000
0 000
2020
0 299
0 000
0 299
2030
0 423
0 000
0 423
2040
0518
0000
0518
2050
0 598
0 000
0 598
2060
0 669
0 000
0 669
2070
0 732
0 000
0 732
2080
0 791
0 000
0 791
2090
0 846
0 000
0 846
2100
0 897
0 000
0 897
21 10
0 945
0 000
0 945
21 20
0 992
0 000
0 992
21 30
1 036
0 000
1 036
2140
1 078
0 000
1 078
21 50
1 119
0 000
1 119
21 60
1 158
0 000
1 158
2170
1 196
0 000
1 196
21 80
1 233
0 000
1 233
2190
1 268
0 000
1 268
2200
1 303
0 000
1 303
22 10
1 337
0 000
1 337
2220
3 484
0 000
3 484
2230
6 401
0 000
6 401
2240
9 855
0 000
9 855
2250
13 190
0 000
13 190
2260
13 432
0 000
13 432
2270
13 669
0 000
13 669
2280
13 903
0 000
13 903
2290
14 133
0 000
14 133
2300
14 359
0 000
14 359
2310
14 582
1 849
16 430
2320
14 801
3 698
18 499
2330
15 017
5 546
20 563
2340
15 230
7 395
22 625
2350
15 440
9 244
24 684
2360
15 647
20 011
35 658
2370
15 852
26 091
41 943
2380
16 054
32 796
48 850
2390
16 253
40 110
56 363
Filename 240073-SEDPond3 sc4 Pnnted 03-17-2005

SEDCAD 4 for Windows
Combined
Emergency Total
Elevation Perf Riser (cfs) Spillway (cfs) Discharge
(cfs)
2400 16 450 47 612 64 063
O
Filename 240073-SEDPond3 sc4
Printed 03-17 2005

SEDCAD 4 for Windows
inn n.110.9 0-1I cre ah
10
Subwatershed Hydrology Detail:
Stru SWS
SWS Area
Time of
Musk K Curve
Peak
Runoff
Conic
Musk X UHS
Discharge
Volume
# #
(ac)
(hrs)
(hrs) Number
(cfs)
(ac-ft)
#1 1
5 780
0 095
0 000 0 000 86 000 F
2856
2 584
E
5 780
2856
2 584
Subwatershed Sedimentology Detail:
Peak
Peak
Stru SWS
Sediment
Sediment
Settleable
24VW
# # Sod K L (ft) S (%)
C P PS #
Conic
Conc
(tons)
(ni
(mg/1)
(MI/1)
#1 1 0200 200 00 100
10000 10000 1
36 4
18,561
1256
6 96
S
364
18,561
1256
696
Subwatershed Time of Concentration Details:
Stru
SWS
Land Flow Condition
Slope (%) Vert Dist Honz Dist Velocity Time (hrs)
#
#
(ft) (ft) (fps)
#1
1
8 Large gullies, diversions, and low
053 400 75004 2 190 0 095
Flowing streams
#1
1
Time of Concentration
0 095
Filename 240073-SEDPond3 sc4
Printed 03-17 2005

POND VOLUME CALCULATIONS
240073 Retail Shopping Center
Total Drainage Area
1 23 AC
Storage Required
1800 CF/AC
Total Storage Required
2214 CIF
Total Storage Provided
8158 CIF
6633 CF/AC
Temporary
Total Volume 8,158 CF
KMY
240073-WMF-SDcalcs XLS
3/14/2005
Total Volume 8,158 CF
KMY
240073-WMF-SDcalcs XLS
3/14/2005

m � = m m s 7 m m mI �= m= m
ER EXCESS
ORNERS
A
NOTE OUTLET SHOWN ENLARGED
FOR CLARITY
EARTH EMBARKMENT
OUTLET ONTO STABILIZED
AREA WITH LEVEL SPREADER
HEIGHT
(SPECIFY HEIGHT)
SECTION A —A (If SHOWN IN CONSTRUCTION DRAWINGS)
GENERAL NOTE
I PIPE MATERIAL - CORRUGATED METAL PIPE PVC, HOPE OR OTHER PLASTIC MATERIAL
2 FILTER FABRIC SPECIFY TYPE OF FILTER FABRIC)
] DIMENSIONS - SPECIFY LIMIT OF EXCAVATION AND PIPE DIAMETER ON THIS OR ON THE CONSTRUCTION DRAWINGS)
4 RISER PERFORATION OR SLOTS - (SHOW ON THIS DETAIL OR ON THE CONSTRUCTION DRAWINGS)
5 ALL PIPE CONNECTION SHALL BE WATERTIGHT
B FILL MATERIAL AROUND PIPE SHALL BE COMPACTED IN 4 INCHES LIFTS A MINIMUM OF 2 FEET OF COMPACTED BACKFILL
SHALL BE PLACED OVER THE PIPE BEFORE CROSSING IT WITH CONSTRUCTION TRAFFIC
7 PONDING OF SEDIMENT LADEN RUNOFF IN SEDIMENT BASIN ACCOMPLISHED BY EMBANKMENT OR EXCAVATION DEPENDING ON
TERRAIN (SHOW ON THIS DETAIL OR REFERENCE CONSTRUCTION DRAWINGS FOR BASIN TYPE AND DIMENSIONS)
B SIDE SLOPES SHALL BE 2 1 OR FLATTER
SEDIMENT BASIN WITH PIPE OUTLET se
N TS.
/GRIGINAL
GROUND
RFVAVM
o
OUTLET DIM (FT)
1! w
15 20
20 20
25 25
30 25

SOILS MAP
F-
■
(A 9y00PB
Fad Fo F, E STo Na Lo A IAl f E- S,*,?j L,,
�j L-/NCffEWP-C,, FeAll- SANbYLOAFA

1 0 0
061 0
044 0t'38
0
004 0
003 0
001
SOI:. SERIES
DEPTHS
A
D15 1 4
(mml
(HSG)
(in)
0
91 5
72 0
54 2 51 0
5 5
3 4
0 0
0-
10
0
32
0 0064 100
MYATT
12 4
5 6
J 6
0 0
(D)
72
0
24
0 0088 100 0
BS 1
Si 1
12 4
so -
5
0 0
NAHUNTAVA
7_
0 0066 100 0
90 0
67 0
49 4
47 6
5 6
3
5 2
0 0
a
(B)
20
0
20
0 OOSS 100 0
90 5
68 8
61 5
60 B
8 3
20 -
55
0
20
0
20
0 0100 100 0
89 1
64 3
31 5
31 0
4 0
7 2
2 4
5 2
0 0
0 0
NAKINA
0-
14
0
28
0 0245 100 0
79 2
31 5
16 9
16 9
(B/D)
14 -
49
i
4 9
0 0
NANKIN
0
24
0 0268 100 0
79 6
32 9
16 5
16 5
6 8
B J
t
(C)
8-
13
24
0 0078 100 0
77 9
27 4
23 6
23 6
11 4
4 9
0 0
13 -
38
65
0
0
24
0 0139 100 0
BO 7
36 6
21 5
21 5
6 9
I
38 -
20
a Oils 100 0
go 07
67 2
29 0
2 7
0 0
NA14SEMOND
0 0114 100 0
86
56 5
27 4
28 3
4 3
6
'
(C)
8-
29
0
0 0163 100 0
91 3
71 5
23 6
22 5
2 5
1
1 4
O[
29 -
66
0
15
15
0 0219 100 0
91 8
73 1
19 9
19 2
2 2
66 -
70
0
0 0052 100 0
87 3
58 3
54 0
53 8
10 0
6 5
8 3
0
0
MASON
0-
9
0
49
28
0 0049 100 0
64 2
48 2
45 9
45 9
12 1
3 4
0
(C)
9-
38
0
0087 100 0
85 9
53 5
33 5
37 4
5 4
38 -
50
0
28
0
6
7 9
0(
NASONGR
0 0050 100 0
84 8
49 9
47 1
47 0
11
0
'
(B)
9-
38
0
32
0 0083 300 0
83 9
47 2
32 5
32 5
6 6
4 4
38 -
50
0
24
24
0 0249 100 0
Be 6
62 7
17 9
17 9
3 0
5
2 0
8 3
0 1
0 1
NEESES
0-
B
28
0
0
28
0 0065 100 0
79 0
31 1
27 6
27 6
11
3
7 3
0
0
(C)
8-
-
54
0
28
0 0069 100 0
80 1
34 7
29 8
29 8
S
10
6 9
4 9
0
28
54 -
85
0
24
0 0139 100 0
80 7
36 6
21 S
21
0-
9
0
20
0 0114 100 0
86 7
56 5
27 4
27 3
0
4 3
15 5
2 7
11 2
0
0
NEMOU S
0
28
0 0039 100 0
BD 6
36 2
35 0
35
5 4
0
'
(C)
9-
44
55
0
28
0 0073 100.0
83 2
44 7
34 4
34 4
7 9
5 5
3 7
0
44 -
55 -
80
0
28
0 0120 100 0
84.0
47 5
25 0
_3 0
'
NOBOCO
_
`�
24
p 0096 100 0
81 5
39 2
26 9
26 9
7 5
5 2
0
(B)
13
0 0075 100 0
81 3
38 5
30 7
30 7
8 8
6 1
47 -
72
0
24
4
5 2
0
—�
N0RF0L1Q3S
0 0121 100 0
80 6
36 1
22 9
22 9
7
(B)
18 -
44
0
20
pN.XP s
2 5
0
0CKLOCKONEE
0
20
0 0082 100 0
90 4
68 5
40 1
38 2
4 1
3
2 0
0
(B)
6-
44
0 0101 100 0
90 B
69 9
33 6
31 9
3
44 -
72
0
17
'
28
0
10
0 0346 100 0
91 3
71 3
15 8
15 6
2 2
6 9
1 4
4
0
0
OCIr.r.n
0-
59
0
24
0 0181 100 0
90.1
34 8
19 0
19 0
7 7
4
5 4
0
(C)
25 -
0 0091 100 0
al 4
38 9
27 6
27 6
59 -
67
0
24
'
9
0
OCILLAFL
0 0181 300 0
80 1
34 8
19 0
19 0
6 9
4
0
(D)
28 -
59
0
24
0 0091 100 0
81 4
38 9
27 6
27 6
7 7
5 4
59 -
67
0
24
24 0
7 0
4 9
0
OCILLAVA
0
17
0 0115 100 0
Si 3
38 5
24 0
10 2
(C)
24 -
52
0045 100 0
79 6
32 8
31 1
31 1
14 2
52 -
65
0
32
0
'
OGEECHEE
38 5
27 2
27 2
7 7
5 4
0
8-
23
0
15
0 0093 100 0
81 3
2
7 3
(B/D)
0 0078 100 0
79 2
31 6
26 2
26 2
10
23 -
42
0
15
0 0204 100 0
81 0
37 4
18 4
18 4
6 2
4 4
0
-
60
0
15
t42
OGEECHEEPO
8-
0 0106 100 0
80 7
36 6
24 6
24 6
7 7
5 4
(B/D)
23
0
15
0 0078 100 0
79 2
31 6
26 2
Z6 2
10 2
7 3
'
23 -
42 -
42
60
0
0
15
15
0 0204 100 0
81 0
37 4
18 4
18 4
6 2
4 4
(

SOIL SERIES
DEPTHS
R
❑1$
1
4
1
0
0 063
0 044
0 038
0 004
0 003
0 001
(HSG)
(in)
(mm)
(t)
LIGNUM
0-
4
0
37
0
0065
100
0
91
0
70
5
52
5
50
1
5
5
3
4
0
0
(C)
4-
37
0
28
0
0049
100
0
82
2
41
4
39
2
39
2
12
5
8
8
0
0
'
37
- 51
0
28
0
0097
100
0
80
2
35
0
25
3
25
3
8
3
5
8
0
0
LOCiUWT
0-
6
0
15
0
0448
100
0
88
0
60
4
12
6
12
6
2
9
2
0
0
0
'
(B)
LOUISA
6-
0-
S4
4
0
0
17
28
0
0
0342
0099
100
100
0
0
78
SS
8
1
30
51
3
1
15
29
4
4
15
29
4
4
7
5
1
3
5
3
2
4
0
0
0
0
(B)
4-
12
0
24
0
0220
100
0
82
3
41
7
IS
1
18
1
5
4
3
8
0
0
12
- 18
0
17
0
0260
100
0
83
1
44
6
17
1
17
1
4
9
3
4
0
0
'
LOUISBURG
0-
7
0
24
0
0159
100
0
89
4
65
1
22
7
22
5
3
1
2
0
0
0
(B)
7-
24
0
24
0
O1S7
100
0
87
1
57
5
22
2
22
2
3
8
2
4
0
0
LOUISBURGGR
0-
7
0
24
0
0207
100
0
88
7
62
7
19
4
19
4
3
1
2
0
0
0
(B)
7-
24
0
24
0
0177
100
0
87
0
57
3
20
7
20
7
3
8
2
4
0
0
LOUISSURGST
0-
7
0
10
0
0448
100
0
89
3
65
0
12
2
12
2
2
5
1
7
0
0
(B)
7-
24
0
24
0
0161
100
0
87
0
S7
4
21
9
21
9
3
8
2
4
0
0
'
LUCY
0-
24
0
10
0
029S
100
0
92
1
74
2
18
1
17
S
2
0
1
3
0
0
. (A)
24 -
35
0
24
0
0230
100
0
81
9
40
7
17
7
17
7
5
6
3
9
0
0
35 -
70
0
28
0
0507
100
0
76
0
21
2
11
0
11
0
8
5
6
3
0
0
LUGOFFGR
0-
14
0
10
0
0456
100
0
91
7
72
8
8
6
8
6
1
8
1
2
0
0
'
(H)
14 -
34
0
20
0
0571
100
0
74
4
1S
8
13
0
13
0
13
0
9
8
0
0
34 -
6S
0
24
0
0047
100
0
80
5
3S
8
34
0
34
0
13
6
9
8
0
0
LUMBEE
0-
14
0
32
0
00
100
0
90
1
67
50
9
49
0
5
3
6
0
0
(B/D)
14 -
36
0
32
0
0080 80
100
0
82
8
43
5 5
31
S
31
5
7
6 6
5
2
0
0
36 -
60
0
10
0
0449
100
0
92
7
76
0
11
3
11
3
1
7
1
1
0
0
s�►i —
LYNCHBURG
0-
10
0
20
0
0100
100
0
89
1
64
3
31
5
31
0
4
0
2
4
0
0
(C)
10 -
62
0
20
0
0098
100
0
61
4
38
8
26
4-_26
7_5
5
2
0
0
a3
_4_
_
_
LYNCNBURGFL
0-
10
0
20
0
0098
100
0
89
2
64
5
32
8
31
8
3
9
2
4
0
0
(D)
10 -
62
0
20
0
0099
100
0
81
2
38
1
26
0
26
0
7
6
5
3
0
0
'
LYNNHAVEN
0
- 10
data not
available
(B/D)
12
- 16
0
10
0
0457
100
0
97
7
92
3
S
B
S
4
O
S
0
3
0
0
16
- 30
0
15
0
04SS
100
0
93
0
76
8
8
8
B
B
1
S
1
0
0
0
30
- 75
0
10
0
0459
100
0
96
1
87
3
S
1
5
1
0
8
0
5
0
0
'
MADISON
0-
6
0
28
0
0060
100
0
84
6
49
3
42
6
42
6
8
8
5
8
0
0
(B)
6-
30
0
32
0
0053
100
0
83
1
44
4
41
4
41
4
11
3
7
8
0
0
30
- 35
0
28
0
0060
100
0
84
7
49
9
43
3
43
3
8
8
5
8
0
0
35
- 66
0
37
0
0098
100
0
89
3
65
0
32
3
31
8
4
0
2
4
0
0
MADISONBS
0-
4
0
24
0
0127
100
0
90
1
67
S
27
3
26
3
3
1
2
0
0
0
(B)
4-
20
0
28
0
0052
100
0
82
4
42
2
39
5
39
S
11
9
8
3
0
0
MALBIS
0-
7
0
28
0
0083
100
0
86
3
SS
1
3S
1
34
9
S
4
3
4
0
0
'
(H)
7-
26
0
28
0
0066
100
0
83
9
47
0
38
5
38
S
8
3
S
6
0
0
26 -
S4
0
28
0
0063
100
0
84
7
49
B
41
8
41
8
8
2
S
4
0
0
54 -
72
0
28
0
0063
100
0
84
7
49
8
41
8
41
8
8
2
S
4
0
0
'
MANDARIN
0-
26
0
15
0
0460
100
0
96
8
89
6
4
4
4
4
0
6
0
4
0
0
(C)
26 -
40
O
20
0
0462
100
0
92
1
74
1
S
9
S
9
1
6
1
1
0
0
40 -
73
0
15
0
0462
100
0
96
8
89
S
3
0
3
0
0
6
0
4
0
0
'
MANTEO
73 -
0-
80
6
0
0
15
28
0
0
0467
0072
100
100
0
0
91
89
9
0
73
63
S
7
3
43
4
7
3
4
1
5
1
1
0
0
(C/D)
6-
15
0
28
0
0204
100
0
81
0
37
4
1S
4
42
1B
S
4
S
6
3
2
3
4
3
4
0
0
0
0
MARLBORO
0-
9
0
20
0
0098
100
0
89
2
64
S
32
8
31
8
3
9
2
4
0
0
'
(B)
9-
60
0
20
0
OOSS
100
0
77
4
25
8
23
S
23
5
13
3
9
8
0
0
60 -
72
0
20
0
0069
100
0
77
9
27
4
24
2
24
2
12
1
8
8
0
0

UmSpec I1— Civil (Master Site Specifications)
121404
SECTION 02370 - EROSION AND SEDIMENTATION CONTROL (INCLUDING SWPPP)
PARTI-GENERAL
I I SUMMARY
A Section Includes
I installation of temporary and permanent erosion and sedimentation control systems
2 Installation of temporary and permanent slope protection systems
3 Storm Water Pollution Prevention Plan (SWPPP)
B Related Sections
I
Section 02230 - Site Clearing
2
Section 02300 — Earthwork
3
Section 02375 — Rip -Rap
4
Section 02630 — Storm Drainage
5
Section 02900 — Planting
6
Storm Water Pollution Prevention Plan
7
Construction Drawings ( Site Maps")
1 2 ENVIRONMENTAL REQUIREMENTS
A Protect adjacent properties, any identified endangered or threatened species or critical habitat, any identified
cultural or historic resources, and receiving water resources from erosion and sediment damage until final
stabilization
PART2-PRODUCTS
21 MATERIALS
A Seed, sod, and ground covers for the establishment of vegetation in accordance with Section 02900
B Sediment control devices as specified on the Construction Drawings
C Rolled erosion control products according to Erosion Control Technology Council (ECTC) standard specifications
D Temporary mulches such as loose straw, wood cellulose or agricultural silage
E Rip -Rap as specified in Section 02375
F Temporary and permanent outfall structures as specified on the drawings
PART 3 - EXECUTION
31 PREPARATION
A Review the drawings and Storm Water Pollution Prevention Plan
B Revise SWPPP as necessary to address potential pollution from site identified after issuance of the SWPPP at no
additional cost to the owner
02370-1
Leland, North Carolina — Store No 03/21/05

C Conduct storm water pre -construction meeting with Site Contractor, all ground -disturbing Sub contractors, site
engineer of record, and state or local agency personnel in accordance with requirements of special conditions
Section 8 G
3 2 EROSION AND SEDIMENTATION CONTROL AND SLOPE PROTECTION IMPLEMENTATION
A Place erosion and sediment control systems in accordance with the drawings and Storm Water Pollution Prevention
Plan or as may be dictated by site conditions in order to maintain the intent of the specifications and permits
B Deficiencies or changes on the drawings or Storm Water Pollution Prevention Plan shall be corrected or
implemented as site conditions change Changes during construction shall be noted in the Storm Water Pollution
Prevention Plan and posted on the drawings (Site Map)
C Owner has authority to limn surface area of erodible earth material exposed by clearing and grubbing, excavation,
borrow and embankment operations and to direct Contractor to provide immediate permanent or temporary
pollution control measures
D Maintain temporary erosion and sedimentation control systems as dictated by site conditions, indicated in the
construction documents, or as directed by governing authorities or Owner to control sediment until final
stabilization Contractor shall respond to maintenance or additional work ordered by Owner or governing
authorities immediately, but in no case within not more than 48 hours if requited at no additional cost to the
Owner
E Contractor shall incorporate permanent erosion control features, paving permanent slope stabilization, and
vegetation into project at earliest practical time to minimize need for temporary controls
F Permanently seed and mulch cut slopes as excavation proceeds to extent considered desirable and practical
G Unless required within a shorter ttmeframe by the applicable General Permit for Storm Water Discharges
Associated with Construction Activity, slopes that erode easily or that will not be graded for a period of 14 days or
more shall be temporarily stabilized as work progresses with vegetation or other acceptable means in accordance
with Section 02900 unless otherwise specified in the Contract Documents In the event it is not practical to seed
areas, slopes must be stabilized with mulch and tackifier, bonded fiber matrix, netting, blankets or other means to
reduce the erosive potential of the area
END OF SECTION
02370-2
Leland, North Carolina — Store No 03/21/05

STORM WATER POLLUTION PREVENTION PLAN
For
CONSTRUCTION ACTIVITIES
At
Proposed Retail Shopping Center
Wal-Mart Supercenter xxxx-xx
Town of Leland, Brunswick County, North Carolina
Prepared for
WR of Leland LLC
2361 South Centennial Drive
Aiken, SC 29803
Prepared by
Gray Engineering Consultants, Inc
132 Pilgrim Road
Greenville, SC 29607
Phone [phone]
Fax [phone]
GEC No 240073D
March 21, 2005
02370-3
Leland, North Carolina — Store No 03/21/05

WAL=MARTO
WAL-MART STORES INC, * 2001 SE loth STREET * BENTONVILLE, AR 72716-0550 * 479-273-4000 *
Date
RE Proposed Retail Shopping Center, Town of Leland, North Carolina
Address
One Mlle South of Intersection of Hlghwav 74 and Highway 17
GENERAL PERMIT FOR STORMWATER DISCHARGES FROM
CONSTRUCTION ACTIVITIES
STORMWATER POLLUTION PREVENTION PLAN
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure qualified personnel properly gathered and evaluated the information submitted Based on my inquiry of the person or persons who manage this system or
those persons directly responsible for gathering the information the information submitted is to the best of my knowledge and belief true accurate and complete
I am aware that there are significant penalties for submitting false information including the possibility of fine and imprisonment for knowing violations
Sincerely
Wal Mart Stores Inc
Thomas C Oppenhetm, P E
Director of Storm Water Compliance
02370-4
Leland, North Carolina — Store No 03/21/05

[General Contractor's 3WPPP Certification —reproduce the following on company letterhead]
Dat
RE Proposed Retail Shopping Center, Town of Leland, North Carolina
Address
One Mile South of Intersection of Highway 74 and Highway 17
GENERAL PERMIT FOR STORMWATER DISCHARGES FROM
CONSTRUCTION ACTIVITIES
STORMWATER POLLUTION PREVENTION PLAN
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision In accordance with a system designed to
assure qualified personnel properly gathered and evaluated the information submitted Based on my inquiry of the person or persons who manage this system or
those persons directly responsible for gathering the information the information submitted Is to the best of my knowledge and belief true accurate and complete
I am aware that there are significant penalties for submitting false Information including the possibility of fine and imprisonment for knowing violations
M
Printed Name
Title
02370-5
Leland, North Carolina — Store No 03/21/05

Contact List
Contacts for Proposed Retail Shopping Center, Town of Leland, North Carolina
Wal-Mart's Director of Storm Water Compliance Thomas Oppenheim, P E Phone [phone]
Responsible for coordinating oversight of storm water compliance by Wal-Mart and it's Responsible Contractors at each site
Wal-Mart's Construction Manager Name Gary Young
Phone [phone]
Responsible for conducting the monthly inspections as required and otherwise oversee compliance with all permits
Responsible Contractor's Compliance Officer Name
Phone
Responsible for the supervision or completion of construction at a site and able to adequately identify and implement storm
water sediment and erosion control practices and effectively instruct employees and contractors in the implementation of
such practices
Project Superintendent Name
Firm
Phone (office)
Phone (mobile)
Project Superintendent Name
Firm
Phone (office)
Phone (mobile)
Responsible for overseeing activities and work at a site, has the authority to direct employees and contractors to undertake
actions to comply with a Permit, the Clean Water Act, and the site's SWPPP
02370-6
Leland, North Carolina — Store No 03/21/05

EXECUTIVE SUMMARY
The Storm Water Pollution Prevention Plan (SWPPP) includes, but is not limited to Specification Section 02370
(which includes this SWPPP) with appendices, the Erosion and Sedimentation Control Plan (Phase I and Phase 11
Site Maps) included in the Construction Drawings with the Detail Sheet, the Nonce of intent, Permit Authorization,
General Permit, Notice of Termination, all records of inspections and activities which are created during the course
of the project, and other documents as maybe included by reference to this SWPPP Changes, modifications,
revisions, additions or deletions shall become part of this SWPPP as they occur
Note General Contractor must certify this SWPPP in the format included immediately preceding this
section All signed certifications must be kept with the SWPPP documents and be available for inspection
The General Contractor and all subcontractors involved with a construction activity that disturbs site sod or who
implement a pollutant control measure identified in the Storm Water Pollution Prevention Plan must comply with
the following requirements of the National Pollutant Discharge Elimination Systems (NPDES) General Permit
( General Permit') and any local governing agency having jurisdiction concerning erosion and sedimentation
control
A Once the Erosion Control approval is received from NCDENR DLQ and DWQ, the Town of Leland
approves the grading, drainage, and erosion control plan, the NCDENR Wilmington Regional office will
issue the Grading Permit and Approval A pre -construction meeting must be held with a representative from
the Wilmington Regional office, the Engineer and Contractor prior to any land disturbance
North Carolina Department of Environment and Natural Resources
Division of Land Quality and Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
910 395 3900 • FAX [phone]
Contact Todd Walton (Land Quality)
Rhonda Hall (Water Quality)
B Provide a list of any federal, state, county city, or other personnel who may review the SWPPP or inspect the
construction site These agencies will be invited by the contractor to the Storm Water Pre -Construction
meeting as set forth in the Special Conditions (Section G 3 )
Town of Leland
Wilmington Regional Office
Cameron Moore
Todd Walton (Land Quality)
Rhonda Hall (Water Quality)
102 Town Hall Drive
127 Cardinal Drive Extension
Leland, NC 28451
Wilmington, NC 28405
910 371 0148
910 395 3900
C A copy of the completed Financial Responsibility/Ownership Form attached as Appendix B, the permit
authorization a description of the project, and the General Contractor's two Site Superintendents with contact
names and numbers must be posted in a prominent place for public viewing at the construction site until
project completion has been determined by the owner and engineer There is no Notice of Termination
(NOT) form for North Carolina, but it is advisable for the General Contractor to notify the NCDENR
Regional Office upon project completion
D A Construction Site Notice form must be completed and posted at the job site entrance with the two Site
Superintendent names, address and phone numbers It shall also contain the store type, store location or a
physical description of the location, square footage of the building and amount of acres disturbed by
construction The form can be found in Appendix H
E Complete copy of the SWPPP, including copies of all inspection reports, plan revisions, etc , must be retained
02370-7
Leland, North Carolina — Store No 03/21/05

at the project site at all times during the duration of the project and kept in the permanent project records for
at least five years following project completion
The General Contractor must provide names and addresses of all subcontractors working on this project who
will be involved with the major construction activities that disturb site soil ( Sub -Contractor List ) That
information must be kept with this SWPPP (Section 10 of the General Contractor's SWPPP See "Jobsite
Storm Water Document Guideline' )
G The General Contractor and all subcontractors involved with ground -disturbing activities or installation and
maintenance of any BMPs on the site must sign a copy of the Contractor Certification included in Appendix
C This form may be modified to meet the specific State General Permit requirements That information
must be kept with this SWPPP (Tab I I of the General Contractor's SWPPP See Jobsite Storm Water
Document Guideline )
H Daily inspections by the Project Superintendent, bi-weekly inspections by the Contractor s Compliance
Officer, and monthly inspections by the Wal-Mart's Construction Manager and Owner's Construction
Manager must be made to determine the effectiveness of the SWPPP The required Wal-Mart forms are
included as Appendix D If the state or local agencies have a required inspection form, then both forms
must be completed The Storm Water Pollution Prevention Plan including the best management practices
implemented on the jobsite shall be modified as needed to prevent pollutants from discharging from the site
The inspector must be a person familiar with the site the nature of the major construction activities, and
qualified to evaluate both overall system performance and individual component performance The inspector
must either be someone empowered to implement modifications to this SWPPP and the pollutant control
devices, if needed, in order to increase effectiveness to an acceptable level, or someone with the authority to
cause such things to happen The inspector must be certified as a Storm Water Professional' through the
Wal-Mart storm water training program Additionally, the inspector shall be properly authorized in
accordance with the applicable General Permit to conduct and certify site storm water inspections
A weekly storm water meeting will be held by the General Contractor with all contractors and subcontractors
involved in ground -disturbing activities to review the requirements of the Permits, the SWPPP, and address
any problems that have arisen in implementing the SWPPP or maintaining the BMPs Contractor shall
maintain a log of all weekly meetings and document the issues addressed in the meetings The weekly
meeting form is found in Appendix D
This SWPPP must be updated each time there are significant modifications to the pollutant prevention system
or a change of contractors working on the project that disturb site sod
K Discharge of oil or other hazardous substances into storm water or the storm water (storm sewer) system is
subject to reporting and cleanup requirements See Section V B 7 of this SWPPP for state and local
information on reporting spills Refer to the General Permit for additional information A Copy of the
General Permit is included as Appendix J
Once the site reaches final stabilization, all permanent erosion and sedimentation controls installed and all
temporary erosion and sedimentation controls removed, the General Contractor and Owner must complete a
final site inspection Upon approval by Owner, the Owner and General Contractor, as applicable, must
complete and submit an NOT A completed form ready for signature is included as Appendix F
M This SWPPP intends to control water -borne and liquid pollutant discharges by some combination of
interception, sedimentation, filtration, and containment The General Contractor and subcontractors
implementing this SWPPP must remain alert to the need to periodically refine and update the SWPPP in order
to accomplish the intended goals The General Contractor is ultimately responsible for all site conditions and
permit compliance
N This SWPPP must be amended as necessary dorm-, the course of construction in order to keep it current with
the pollutant control measures utilized at the site Amending the SWPPP does not mean that it has to be
reprinted It is acceptable to add addenda, sketches, new sections, and/or revised drawings The Site Map
showing the locations of all storm water controls must be posted on the site and updated to reflect the
02370-8
Leland, North Carolina — Store No 03/21/05

progress of construction and changes to the SWPPP
O A record of the dates when major ground disturbing activities occur, when construction activities temporarily
or permanently cease on a portion of the site, and when stabilization measures are initiated must be
maintained until the NOT is filed A log for keeping such records is included as Appendix G Controls must
be in place down gradient of ground -disturbing activities prior to the commencement of construction and
noted on the Site Map and Record of Stabilization and Construction Activity Dates
P A log of all inspections by federal, state or local storm water or other environmental agencies shall be kept in
the General Contractor's SWPPP The log form can be found in Appendix I and should include the date and
time of visit and whether a report was issued or will be issued as a result of the inspection Any reports
issued will be faxed to the Wal-Mart Storm Water Control Center (WMSWCC)
II INTRODUCTION
This SWPPP has been prepared for major activities associated with construction of
Wal-Mart Supercenter #xxxx-xx
Town of Leland, Brunswick County, North Carolina
This SWPPP, including the applicable General Permit, includes the elements necessary to comply with the national
General Permit for construction activities administered by the U S Environmental Protection Agency (EPA) under
the National Pollutant Discharge Elimination System (NPDES) program and all local governing agency
requirements This SWPPP must be implemented at the start of construction
Construction phase pollutant sources anticipated at the site are disturbed (bare) sod, vehicle fuels and lubricants,
chemicals and coatings associated with site or building construction and pavement installation, construction -
generated litter and debris and building materials Without adequate control there its the potential for each type of
pollutant to be transported by storm water
Project construction will consist primarily of erosion and sedimentation controls, site grading, paving, storm
drainage, water supply sewage collection storm ponds, landscaping and site lighting to facilitate construction of
The Proposed Retail Shopping Center project will include a 203,818 square foot Wal-Mart Supercenter,
approximately 41,850 square foot of shops, and four outparcels on a 37 29 acre parcel of land The site will
also include all associated parking, drives, road improvements, utilities, landscaping, and detention ponds
A Purpose
A major goal of pollution prevention efforts dorm-, project construction is to control soil and pollutants that
originate on the site and prevent them from flowing to surface waters The purpose of this SWPPP is to
provide guidelines for achieving that goal A successful pollution prevention program also relies upon
careful inspection and adjustments durmg the construction process in order to enhance its effectiveness
B Scope
This SWPPP must be implemented before construction begins on the site It primarily addresses the impact
of storm rainfall and runoff on areas of the ground surface disturbed durmg the construction process In
addition, there are recommendations for controlling other sources of pollution that could accompany the
major construction activities This SWPPP will terminate when disturbed areas are stabilized, permanent
erosion and sedimentation controls installed, temporary erosion and sedimentation controls removed,
construction activities covered herein have ceased, and a completed Notice of Termination (NOT) is mailed
to the governing agency
Forms which are necessary for implementing the SWPPP are included herein
02370-9
Leland, North Carolina — Store No 03/21/05

The national General Permit for Storm Water Discharges Associated with Construction Activities prohibits
most non -storm water discharges during the construction phase Allowable non -storm water discharges that
could occur during construction on this project, which would therefore be covered by the General Permit,
include
1 Discharges from fire fighting activities,
2 Fire hydrant flushing,'
3 Water used to wash vehicles or control dust,
4 Water flowing from potable sources and water line flushm&I
5 Irrigation drainage,
6 External budding wash down which does not use detergents
7 Runoff from pavement wash down where spills or leaks of toxic or hazardous materials
have not occurred (unless all spilled material has been removed) and where detergents have
not been used,
8 Air conditioning condensate,
9 Springs and uncontaminated groundwater, and
10 Foundation or footing drams where flows are not contaminated with process materials such
as solvents
Best Management Practices must be implemented for the above allowable foreseeable discharges for the
duration of the permit Each non -storm water discharge should be noted in the SWPPP and weekly
inspection with the exception of discharges from fire fighting activities
The techniques described in this SWPPP focus on providing control of pollutant discharges with practical
approaches that utilize readily available expertise, materials, and equipment
The Owner referred to in this SWPPP is WR of Leland, LLC The General Contractor shall construct the
site development improvements while working under contract with the Owner
III PROJECT DESCRIPTION
Described below are the major construction activities that are the subject of this SWPPP They are presented in the
order (or sequence) they are expected to begin, but each activity will not necessarily be completed before the next
begins Also, these activities could occur in a different order if necessary to maintain adequate erosion and
sedimentation control All activities and the timeframe (beginning and ending dates) shall be noted on the Site Map
and Record of Stabilization and Construction Activity Dates
A Install stabilized construction exit This will be the first construction work on the project
B Install sediment barriers down slope from construction activities that disturb site sod as shown on plan,
C Construct rock surface for temporary parking and storage areas,
D Construction the sediment traps and basins,
' Project Specification 02510-3 06,13 requires the Utility Contractor to neutralize super -chlorinated water from water
distribution pipes before releasing it into the environment Alternative neutralization techniques are described in that
specification
02370-10
Leland, North Carolina —Store No 03/21/05

E Clear and grub the site,
F Begin grading the site
G Start construction of building pad and structures
H Temporarily seed disturbed areas,
I Install utilities, underdrains, storm sewers, curbs and gutters,
J Install tip rap around outlet structures,
K Install inlet protection around all storm sewer structures,
L Prepare site for paving,
M Pave site,
N Install inlet protection as necessary after paving,
O Complete final grading and apply permanent seeding and planting, and
P Remove all temporary erosion and sediment control devices only after site is stabilized
The actual schedule for implementing pollutant control measures will be determined by project construction
progress and recorded by the General Contractor on the Soil Erosion/Sedimentation Control Operation Time
Schedules on the Erosion & Sedimentation Control Plans (Site Map) Down slope protective measures must always
be in place before sod is disturbed
iV SITE DESCRIPTION
Included as part of this SWPPP are the project Construction Drawings the Phase One Erosion Control Plan (Sheet
ES-l), the Grading, Drainage, and Erosion Control Phase Two Plans (Sheet CV 2 and CV-2A) and the
Miscellaneous Details and Notes (CV-7, CV-8 and CV 9) Refer to the Construction Drawings for detailed site
information
A Site Location - The project is located in the Town of Leland, Brunswick County, North Carolina along US
Highway 17, approximately one mile south of intersection Highway 17 and Highway 74, including 34 208 N
latitude and 78 0257 W longitude The site is located on the south side of Highway 17 Under pre -
development conditions, the site drams to the south or rear of the property The site will drain to an
unnamed tributary of Jackeys Creek All outlets ultimately dram to Jackeys Creek, then to the Brunswick
River, then to the Cape Fear River Under post -development conditions, the site will drain to the rear
through two on -site wet detention ponds A Vicinity Map is included in Appendix A
B Site Topography The existing topography on the site varies from elevation 14 to elevation 27, and the
project site sits approximately at road level with US Highway 17 grade orjust a few feet below The site is
mostly wooded, with some open meadow and high grass areas
C
Rainfall Information - The site is near IF dwington
PAC, which receives an average of 5' inches of
precipitation annually
with the highest
amounts of
rainfall received in the months of 7uh -Sept (Source
niin 4Eathet win)
Month
Avg Avg Mean
Avg
Record High
Record Low
High Low
Precip
Jan
56°F 36°F 46°F
4 52 in
82°F(1975)
57 (1985)
Feb
60°F 38°F 49°F
3 66in
857 (1962)
10°F(1934)
Mar
660F 44°F 55°F
4 22 in
89°F (1974)
9°F (1980)
Apr
74°F 51°F 63°F
2 94 in
95°F(1967)
307 (1983)
02370-11
Leland, North Carolina — Store No
03/21/05

Mav
81°F
60°F
70OF
4 40 in
98°F (1953)
350F (1963)
Jun
86°F
680F
770F
5 36 in
104°F(1952)
48°F(1983)
Jul
90°F
72°F
81OF
762 in
102°F (1977)
55°F (1988)
Aug
88°F
71°F
807
7 31 in
1020F(1954)
557 (1982)
Sep
84°F
66°F
75°F
679 in
987 (1975)
447 (1981)
Oct
76°F
54°F
65°F
321 in
957 (1986)
277 (1962)
NoN
68°F
457
570F
3 26 in
870F(1974)
160F(1950)
Dec
607
387
497
3 78 in
817 (1998)
07 (1989)
D Site Soils - The site soils are generally composed of five types of soils according to the Cretaceous deposits
of the Black Creek Formation, typically classified as soft to very stiff sandy clay and very loose to dense
sand with varying amounts of clay and silt It is classified in Hydrologic Soil Group C Refer to the Sods
Map and the Sod Survey of Brunswick County North Carolina by the USDA, issued November 1976
According to the Geotech Report, the sods are poorly drained to moderately well drained They comprise of
low to high plasticity clays and clayey sands The high water table can range from '/2' to 6 feet below the
ground surface
E Total Area and Disturbed Area - The entire site contains approximately 37 acres and the area to be disturbed
by grading is anticipated to be approximately 34 acres
Pre -Construction Runoff Coefficient CN =62 Drainage Area No
Post -Construction Runoff Coefficient CN =91 Drainage Area No
Pre -Construction Runoff Coefficient CN =70 Drainage Area No
Post -Construction Runoff Coefficient CN =94 Drainage Area No
Receiving Surface Waters and Wetlands - The initial receiving bodv of water is lackeys Creek approx 0 5
mile downstream), which drams to the Cape Fear River via the Brunswick River Jackeys Creek is classified
as Class C Sw (Swamp Water) by the State of North Carolina, DENR Division of Water Quality The rear
of the site features an isolated wetland area that will not be disturbed There will be no increase in runoff to
this wetland area from the developed site There are two on -site ditches and neither is Jurisdictional
G Erosion and Sedimentation Control Plan - The following Construction Drawings are part of the Erosion and
Sedimentation Control Plans the Phase One Erosion Control Plan (Sheet ES-1) the Grading, Drainage, and
Erosion Control Phase Two Plan (Sheet CV 2 and CV-2A) and the Miscellaneous Details and Notes (Sheet
CV-7, CV-8 and CV-9)
H Threatened and Endangered Species — The North Carolina General Permit (NCG010000) does not require
investigation or certification for threatened and endangered species as a condition of NPDES coverage
Preliminary review indicates there are no threatened or endangered species on site or any special
environmental requirements which will impact the project
Historic Properties —Preliminary review indicates there are no historical or cultural properties located on this
site or any special historical preservation requirements which will impact the project
V STORM WATER POLLUTION PREVENTION MEASURES AND CONTROLS
A variety of storm water pollutant controls are recommended for this project Some controls are intended to
function temporarily and will be used as needed for pollutant control during the construction period These include
temporary sediment barriers and permanent storm retention ponds (which can also function as permanent sediment
basins) For most disturbed areas, permanent stabilization will be accomplished by covering the sod with pavement,
building, or vegetation
A Erosion and Sediment Controls
02370-12
Leland, North Carolina — Store No 03/21/05

1 Soil Stabilization - The purpose of soil stabilization is to prevent sod from leaving the site In the
natural condition, sod is stabilized by native vegetation The primary technique to be used at this
project for stabilizing site sod will be to provide a protective cover of turf grass, pavement, or budding
structure
a) Temporary Seeding or Stabilization — Areas may be stabilized temporarily with the use of
fast germinating annual seed, straw mulch, wood cellulose fibers, tackifiers, netting or
blankets Where conditions are favorable, areas shall be temporarily stabilized within 14
days after construction activity ceases All disturbed ground where there will not be
construction for longer than 21 days must be seeded or otherwise stabilized
b) Permanent Seeding or Sod - All areas at final grade must be seeded or sodded within 14
days after completion of the major construction activity Except for small level spots
seeded areas should generally be protected with mulch All areas to be seeded will also
have topsoil and other sod amendments as stated in Specification Section 02900 -
Planting
2 Structural Controls — The following Construction Drawings illustrate structural controls and Best
Management Practices (BMPs) to be utilized on site to control storm water runoff the Erosion and
Sediment Control Plan Phase I (Sheet ES-1), the Grading, Drainage, and Erosion Control Plan Phase
Two (Sheet CV-2 and CV-2A) and the Miscellaneous Details and Notes (Sheet CV-7, CV 8 and CV
9) The on site storm water runoff will be surfaced drained into three on -site sediment ponds which
will ultimately discharge from the site Most of the site s runoff will be drained into two main
detention basins that will feature an outlet control structure This structure will release storm water
such that the post -development discharge is less than that of the pre -development conditions for all
storm events analyzed All storm water discharge from this site will comply with the General Permit
for Storm Water Discharge under NPDES regulations (Permit No NCG010000)
a) Sediment Basins — Temporary sediment basins are depressions constructed downslope of
construction activity and located such that storm water runoff from upland areas of less
than 100 acres are diverted through the basin Sediment basins shall be constructed as
directed by the Storm Water Pollution Prevention Plan and shall be constructed as part of
the initial best management practices whenever practical Basins are designed to provide
a minimum of 90% trapping efficiency for the 10-year rainfall event as shown on the
Plans and Detail Sheets An overflow pipe is incorporated at the outlet to discharge flow
from the basin Sediment basins shall be phased with the earthwork activity where
practical
b) Sediment Traps Temporary sediment traps are depressions constructed downslope of
construction activity and located such that storm water runoff from upland areas of less
than 5 acres are diverted through the trap Sediment traps shall be constructed as
indicated by the Storm Water Pollution Prevention Plan and shall be constructed as part
of the initial best management practices whenever practical Traps are designed to
provide a minimum of 1800 cubic feet of sediment storage per acre of disturbance as
shown on the Plans and Detail Sheets An overflow weir is incorporated at the outlet to
discharge flow from the trap Sediment traps shall be phased with the earthwork activity
where practical
C) Silt Fence — Silt fence is a synthetic permeable woven or non -woven fabric typically
incorporating wooden or metal support stakes at intervals sufficient to support the fence,
water and sediment retained by the fence Silt fence can also be installed with a wire
fence backing The fence is designed to retain sediment -laden water and allow settlement
of suspended soils before the storm water flows through the fabric for discharge
downstream Silt fence shall be located to capture overland, low -velocity sheet flows as
follows the base of all fill slopes, double row around wetland areas, and along low areas
near the property boundaries as shown on the Construction Drawings Utilize silt fence
where the size of the drainage area is no more than one quarter acre per 100 feet of silt
fence length, the maximum slope length behind the barrier is I 10 feet, and the maximum
02370-13
Leland, North Carolina — Store No 03/21/05

gradient behind the barrier is no greater than 2 1 No silt fence shall be placed in areas of
concentrated flow Install silt fence at a fairly level grade (along the contour) to provide
sufficient upstream storage volume for the anticipated runoff Drainage area shall not
exceed''/a acre per 100 feet on non -reinforced silt fence, or''1A acre per I00 feet of wire -
reinforced silt fence for slopes less than 2 percent In areas of steeper slopes or highly
erodible soils, wire -reinforced silt fence shall be used
d) Construction Exit — All access points from the public street into the construction site shall
include a construction exit composed of course stone to the dimensions shown on the
Construction Drawings The rough texture of the stone helps to remove clumps of sod
adhering to construction vehicle tires through the action of vibration andjarrmg over the
rough surface and the friction of the stone matrix against soils attached to vehicle tires
e) Storm Sewer Inlet Protection — Curb and grated inlets are protected from the intrusion of
silt and sediment through a variety of measures as shown on the Construction Drawings
The primary mechanism is to place controls in the path of flow sufficient to slow
sediment -laden water to allow settlement of suspended sods before discharging into the
storm sewer Grated inlets typically include a sturdy frame wrapped in silt fence or
crushed stone -lined perimeter to slow the flow of water and allow pending where
sediment may settle out Curb inlets typically include crushed stone barriers held in place
with silt fence material or geotextile fabric Other manufactured products are also
available
17 Check Dam — Defined channels subject to concentrated flows in larger quantities and
higher velocities may be protected with rock or other manufactured device check dams
The dams impound sediment -laden water to allow settlement of suspended soils before
flowing over and through the device Stone check dams shall be placed along the water
course at the inlet and outfall of the Sediment Ponds No l and No 2 Check dams shall
be 2 0' high and spaced a maximum 200 feet Check dams shall be placed as shown on
the Construction Drawings and are composed of components of crushed stone and/or
riprap or other manufactured device
9) Diversion Ditch/Berm — Diversion ditches (or swales) and berms (or dikes) are
constructed as shown on the Construction Drawings at locations within the construction
site to intercept overland flow and direct or divert flow to a sediment basin or other point
where discharge can be controlled Ditches are excavated in the surface soils with the
spoils from excavation typically placed along the downstream edge of the ditch to
provide additional capacity Berms are built up on the surface sods and compacted to
create a stable diversion
h) Energy Dissipater— An energy dissipater structure will be placed at the outlet of each
detention pond This structure will ensure that flow is dispersed in four directions and
not concentrated at one point which will minimize erosion
Rip Rap Outlet Protection — Rip -rap stone will be placed at the end of each storm drain
outlet This armor will help to minimize erosion from the concentrated flow at
stormwater discharges
Final site stabilization is achieved when turf grass cover provides permanent stabilization for at least
75 percent of the disturbed soil surface, exclusive of areas that have been paved
B Other Pollutant Controls
Control of sediments has been described previously Other aspects of this S WPPP are listed below
02370-14
Leland, North Carolina — Store No 03/21/05

Dust Control Construction traffic must enter and exit the site at the stabilized construction exit The
purpose is to trap dust and mud that would otherwise be carried off -site by construction traffic
Water trucks or other dust control agents will be used as needed dorm-, construction to reduce dust
generated on the site Dust control must be provided by the General Contractor to a degree that is
acceptable to the Wal-Mart Construction Manager, and in compliance with applicable local and state
dust control regulations After construction, the site will be stabilized (as described elsewhere), which
will reduce the potential for dust generation
2 Solid Waste Disposal - No solid materials, including building materials, are allowed to be discharged
from the site with storm water All solid waste, including disposable materials incidental to the major
construction activities, must be collected and placed in containers The containers will be emptied as
necessary by a contract trash disposal service and hauled away from the site The location of solid
waste receptacles shall be shown on the Erosion and Sedimentation Control Plan ('Site Map")
Substances that have the potential for polluting surface and/or groundwater must be controlled by
whatever means necessary in order to ensure that they do not discharge from the site As an example,
special care must be exercised dorm-, equipment fueling and servicing operations If a spill occurs, it
must be contained and disposed so that it will not Flow from the site or enter groundwater, even if this
requires removal, treatment, and disposal of sod In this regard potentially polluting substances
should be handled in a manner consistent with the impact they represent
Sanitary Facilities - All personnel involved with construction activities must comply with state and
local sanitary or septic system regulations Temporary sanitary facilities will be provided at the site
throughout the construction phase They must be utilized by all construction personnel and will be
serviced by a commercial operator The location of sanitary facilities shall be shown on the Erosion
and Sedimentation Control Plan ( Site Map' )
4 Water Source - Non -storm water components of site discharge must be clean water Water used for
construction which discharges from the site must originate from a public water supply or private well
approved by the State Health Department Water used for construction that does not originate from an
approved public supply must not discharge from the site It can be retained in the ponds until it
infiltrates and evaporates
Concrete Waste from Concrete Ready -Mix Trucks — Discharge of excess or waste concrete and/or
wash water from concrete trucks will be allowed on the construction site, but only in specifically
designated diked areas prepared to prevent contact between the concrete and/or wash water and storm
water that will be discharged from the site Alternatively, waste concrete can be placed into forms to
make nprap or other useful concrete products The cured residue from the concrete washout diked
areas shall be disposed in accordance with applicable state and federal regulations Thejobsite
superintendent is responsible for assuring that these procedures are followed The location of concrete
washout areas shall be shown on the Erosion and Sedimentation Plan ("Site Map')
6 Fuel Tanks — Temporary on -site fuel tanks for construction vehicles shall meet all state and federal
regulations Tanks shall have approved spill containment with the capacity required by the applicable
regulations The tank shall be in sound condition free of rust or other damage which might
compromise containment Hoses, valves fittings, caps, filler nozzles, and associated hardware shall be
maintained in proper working condition at all times The location of fuel tanks shall be shown on the
Erosion and Sedimentation Plan ( Site Map )
7 Hazardous Waste Management and Spill Reporting Plan — Any hazardous or potentially hazardous
waste that is brought onto the construction site will be handled properly in order to reduce the potential
for storm water pollution All materials used on this construction site will be properly stored, handled
and dispensed following any applicable label directions Material Safety Data Sheets (MSDS)
information will be kept on site for any and all applicable materials
Should an accidental spill occur immediate action will be undertaken by the General Contractor to
contain and remove the spilled material All hazardous materials will be disposed of by the Contractor
02370-15
Leland, North Carolina — Store No 03/21/05

in the manner specified by local, state, and federal regulations and by the manufacturer of such
products As soon as possible, the spill will be reported to the appropriate state and local agencies As
required under the provisions of the Clean Water Act, any spill or discharge entering the waters of the
United States will be properly reported The General Contractor will prepare a written record of any
such spill and will provide notice to the Owner within 24-hours of the occurrence of the spill A spill
report form is located in Appendix E
Any spills of hazardous materials in quantities in excess of Reportable Quantities as defined by EPA or
the State Agency regulations, shall be immediately reported to the EPA National Response Center ( I
800-424 8802)and NC Emergency Management (1 -800-858-0368)
The reportable quantity for petroleum products is listed as follows
IF the petroleum discharged, released or spilled is 25 gallons or more, or causes a sheen on nearby
surface water, or is 100 feet or less from surface water body, THEN the person owning or having
control over the oil must immediately take measures to collect and remove the discharge, and report
the discharge to DENR within 24 hours of discharge, and begin to restore area affected by discharge
IF the petroleum released or spilled is less than 25 gallons, does not cause a sheen on nearby surface
water, and is more than 100 feet from all surface water bodies, THEN the person who owns or has
control over the oil must immediately take measures to collect and remove the discharge If it cannot
be cleaned up within 24 hours of the discharge or causes a sheen on nearby surface water, the person
must immediately notify the DENR (Regional Office)
If the petroleum released or spilled in any circumstances does not meet one of the above requirements,
or is not permitted by GS 143-215 1, or it is not pursuant to a rule adopted by the Environmental
Management Commission or, a regulation of US EPA, it must be reported to DENR immediately
The Oil Pollution Act can be reviewed in whole at the following website
htto //www ncsa state nc us'statutes/statutes in html/chp1430 html The act starts at Article 21A,
§ 143-215 75
The reportable quantity for hazardous materials is listed in Appendix E along with the spill report
form Any spill that is classified as a Reportable Spill' shall be immediately reported using the toll -
free emergency response numbers listed above IF any hazardous substance is spilled THEN the
person owning or having control over the substance must report the discharge to the DENR (Regional
Office) within 24 hours of discharge
In order to minimize the potential for a spill of hazardous materials to come in contact with storm
water, the following steps will be implemented
a) All materials with hazardous properties (such as pesticides, petroleum products,
fertilizers detergents, construction chemicals, acids, paints, paint solvents, cleaning
solvents, additives for soil stabilization, concrete, curing compounds and additives, etc )
will be stored in a secure location under cover, when not in use
b) The minimum practical quantity of all such materials will be kept on thejob site and
scheduled for delivery as close to time of use as practical
C) A spill control and containment kit (containing for example, absorbent such as kitty litter
or sawdust, acid neutralizing agent, brooms, dust pans mops, rags gloves, goggles,
plastic and metal trash containers, etc ) will be provided at the storage site
d) All of the product in a container will be used before the container is disposed of All
such containers will be triple nosed, with water prior to disposal The rinse water used in
these containers will be disposed of in a manner in compliance with state and federal
regulations and will not be allowed to mix with storm water discharges
02370-16
Leland, North Carolina — Store No 03/21/05

@) All products will be stored in and used from the original container with the original
productlabel
0 All products will be used in strict compliance with instructions on the product label
g) The disposal of excess or used products will be in strict compliance with instructions on
the product label
8 Lon. --Term Pollutant Controls - Storm water pollutant control measures installed during construction,
that will also provide benefits after construction, include all measures shown on the Construction
Drawings, including the Phase One Erosion Control Plan (Sheet ES-1), the Grading, Drainage, and
Phase Two Erosion Control Plan (Sheet CV-2, CV-2A) and the Miscellaneous Details and Notes
(Sheet CV-7, CV-8 and CV-9) Those sediment barriers that do not interfere with normal operations
and appear to provide long-term benefits can be left in place after construction is completed
C Construction Phase 'Best Management Practices"
During the construction phase, the General Contractor shall implement the following measures
1 Materials resulting from the clearing and grubbing or excavation operations shall be stockpiled up
slope from adequate sedimentation controls Materials removed to an off -site location shall be
protected with appropriate controls and properly permitted
2 The General Contractor shall designate areas on the erosion and sediment control Site Maps for
equipment cleaning, maintenance, and repair The General Contractor and subcontractors shall utilize
such designated areas Cleaning, maintenance, and repair areas shall be protected by a temporary
perimeter berm shall not occur within 150 feet of any waterway, and in areas located as far as practical
from storm inlets
3 Use of detergents for large scale washing is prohibited (i e , vehicles, buildings, pavement surfaces,
etc )
4 Chemicals, paints, solvents, fertilizers, and other toxic materials must be stored in weatherproof
containers Except during application, the contents must be kept in trucks or within storage facilities
Runoff containing such material must be collected, removed from the site, treated, and disposed at an
approved solid waste or chemical disposal facility
D Off -Site Facilities In The Control of the General Contractor
Whenever dirt rock, or other materials are imported to the construction site or exported for placement in
areas off of the primary construction site, the General Contractor is responsible for determining that all
storm water permitting and pollution control requirements are met for each and every site which receives
such materials or from which such materials are taken Prior to the disturbance of any such site the
General Contractor will furnish the Owner with a copy of the storm water permit issued for each such site,
as well as a copy of the off -site Owners certification statement agreeing to implement necessary storm
water pollution prevention measures The General Contractor will also furnish a copy of the SWPPP for
each such site, including a description of the erosion control measures which will be applied
At a minimum each off -site area that provides or receives materials or is disturbed by project activities
must implement erosion control measures consisting of perimeter controls on all down slope and side slope
boundaries and must also provide for both temporary stabilization measures and for permanent revegetation
after all disturbance is ended
02370-17
Leland, North Carolina — Store No 03/21/05

VI LOCAL PLANS
In addition to this SWPPP, construction activities associated with this project must comply with any guidelines set
forth by local regulatory agencies The General Contractor shall maintain documents evidencing such compliance
the SWPPP
VII INSPECTIONS AND SYSTEM MAINTENANCE
Between the time this SWPPP is implemented and final Nonce of Termination has been submitted, all disturbed
areas and pollutant controls must be inspected daily The purpose of site inspections is to assess performance of
pollutant controls The inspections will be conducted by the General Contractor's Site Superintendent Based on
these inspections, the General Contractor will decide whether it is necessary to modify this SWPPP, add or relocate
controls, or revise or implement additional Best Management Practices in order to prevent pollutants from leaving
the site via storm water runoff The General Contractor has the duty to cause pollutant control measures to be
repaired, modified, maintained, supplemented, or take additional steps as necessary in order to achieve effective
pollutant control
Examples of specific items to evaluate during site inspections are listed below This list is not intended to be
comprehensive During each inspection, the inspector must evaluate overall pollutant control system performance
as well as particular details of individual system components Additional factors should be considered as appropriate
to the circumstances
A Locations where vehicles enter and exit the site must be inspected for evidence of off -site sediment tracking
A stabilized construction exit shall be constructed where vehicles enter and exit Exits shall be maintained
or supplemented as necessary to prevent the release of sediment from vehicles leaving the site Any
sediment deposited on the roadway shall be swept as necessary throughout the day or at the end of every day
and disposed of in an appropriate manner Sediment shall not be washed into storm sewer systems
B Sediment barriers, traps and basins must be inspected and they must be cleaned out at such time as their
original capacity has been reduced by 50 percent All material excavated from behind sediment barriers or
in traps and basins shall be incorporated into on -site sods or spread out on an upland portion of the site and
stabilized Additional sediment barriers must be constructed as needed
C Inspections shall evaluate disturbed areas and areas used for storm- materials that are exposed to rainfall for
evidence of, or the potential for, pollutants entering the drainage system or discharging from the site If
necessary, the materials must be covered or original covers must be repaired or supplemented Also
protective berms must be constructed, if needed, in order to contain runoff from material storage areas All
state and local regulations pertaining to material storage areas will be adhered to
D Grassed areas shall be inspected to confirm that a healthy stand of grass is maintained The site has achieved
final stabilization once all areas are covered with building foundation or pavement, or have a stand of grass
with at least 70 percent density or greater in accordance with General Permit requirements The vegetative
density must be maintained to be considered stabilized Areas must be watered, fertilized, and reseeded as
needed to achieve this requirement
E All discharge points must be inspected to determine whether erosion and sediment control measures are
effective in preventing discharge of sediment from the site or impacts to receiving waters
The Inspection Report Form (Appendix D) must identify all deficiencies, any corrections, whether they are
identified during the current inspection or have occurred since the previous inspection, and any additional
comments Based on inspection results, any modification necessary to increase effectiveness of this SWPPP to an
acceptable level must be made within 48 hours of the inspection The inspection reports must be complete and
additional remarks should be included if needed to fully describe a situation An important aspect of the inspection
report is the description of additional measures that need to be taken to enhance plan effectiveness The inspection
report must identify whether the site was in compliance with the SWPPP at the time of inspection and specifically
identify all incidents of non-compliance
02370-18
Leland, North Carolina — Store No 03/21/05

A responsible corporate officer (Vice President or higher) must sign a letter delegating the site superintendent as the
authorized position for conducting the required inspections A draft form of this authorization is included in
Appendix D The inspector must be a certified Storm Water Professional' through the Wal-Mart training program
Inspection reports must include an original, authorized signature and date of the inspection Inspection reports must
be retained by the General Contractor as an integral part of this S WPPP for at least five years from the date of
submission of the Nonce of Termination of permit coverage
Ultimately, it is the responsibility of the General Contractor to assure the adequacy of site pollutant discharge
controls Actual physical site conditions or contractor practices could make it necessary to install more structural
controls than are shown on the plans (For example, localized concentrations of runoff could make it necessary to
install additional sediment barriers ) Assessing the need for additional controls and implementing them or adjusting -
existing controls will be a continuing aspect of this SWPPP until the site achieves final stabilization
02370-19
Leland, North Carolina — Store No 03/21/05

APPENDIX A - VICINITY MAP
APPENDIX B -NOTICE OF INTENT (NOI)
APPENDIX C -
APPENDIX D -
• CONTRACTOR CERTIFICATION FORMS,
• CERTIFICATION OF QUALIFICATIONS FOR COMPLIANCE OFFICER
AND TWO PROJECT SUPERINTENDENTS,
• PHASE I BMP CERTIFICATION, AND
• STORM WATER PRE -CON MEETING CERTIFICATION
• DAILY INSPECTION REPORT,
• GENERAL CONTRACTOR S DELEGATED INSPECTOR LETTER,
• WEEKLY STORM WATER INSPECTION SUMMARY FORM, AND
• WEEKLY STORM WATER MEETING FORM
APPENDIX E -SPILL REPORT FORM
APPENDIX F -NORTH CAROLINA DISCHARGE MONITORING FORM
APPENDIXG -RECORD OF STABILIZATION AND CONSTRUCTION ACTIVITY DATES
APPENDIX H -CONSTRUCTION SITE NOTICE
APPENDIX 1 - LOG FOR FEDERAL, STATE, OR LOCAL STORM WATER OR OTHER
ENVIRONMENTAL INSPECTIONS
APPENDIX J - GENERAL PERMIT
02370-20
Leland, North Carolina —Store No 03/21/05

APPENDIX B
NOTICE OF INTENT
[Attach — copies of Owner -signed and unsigned Notices of Intent
Also attach agency address for NOI submittal and any Instruction sheets for NOI form]
02370-22
Leland, North Carolina — Store No 03/21/05

APPENDIX C
CONTRACTOR CERTIFICATION
1.3
CERTIFICATION OF QUALIFICATIONS
FOR COMPLIANCE OFFICER AND TWO PROJECT SUPERINTENDENTS
.3
PRASE I BMP CERTIFICATION
1.3
STORM WATER PRE -CONSTRUCTION MEETING CERTIFICATION
02370-23
Leland, North Carolina — Store No 03/21/05

CONTRACTOR
CERTIFICATION
Proposed Retail Shopping Center, Town of Leland, North Carolina
The General Contractor and/or subcontractor(s) and their employees that will implement and maintain the pollutant control
measures described in the SWPPP and/or are involved in ground -disturbing activities on the site must be identified below
Each must sign a statement certifying that they understand the General Permit authorizing storm water discharges during
construction These statements must be maintained in the SWPPP file on site
Contractor
Company
Business Address
Business Telephone Number
CERTIFICATION
"I certify that 1 understand the terms and conditions of the National Pollutant Discharge Elimination System
(NPDES) General Permit that authorizes the storm water discharges associated with industrial activityfrom
the construction site identified as part of this certification The SWPPP has been made available tome to
review and I agree to stay in compliance with the permit "
Signature
Printed Name
Title
Date
The above listed contractor is resnonsible for the followmQ BMPs (check all that ar)Dly)
Best Management Practice
,/
Best Management Practice
Best Management Practice
Construction Exit
Diversions
Solid Waste
Silt Fence
Sediment Traps
Sanitary Waste
Check Dams
Sediment Basins
Hazardous Waste Management
Inlet Protection
Dust Control
Record Keeping/SWPPP modifications
Erosion Control
Concrete Wash -out
Vegetation
Fuel Storage/Containment
02370-24
Leland, North Carolina — Store No 03/21/05

Store Number #xxxx-xx Project Location Town of Leland, Brunswick County, North Carolina
Certification of Compliance Officer Storm Water Qualifications
I certify under penalty of law that the Compliance Officer
Certificate #
1) is a Storm Water Professional*,
2) has at least 5 years of construction -related experience, and
3) is able to adequately identify and implement storm water sediment and erosion control practices and effectively
instruct employees and contractors in the implementation of such practices
Contractor Company Name
Signature of Officer of the Company and Title
Date
Certification of Project Superintendents Storm Water Qualifications
I certify under penalty of law that each of these two Project Superintendents
Name Certificate # Name Certificate #
1) is a Storm Water Professional* or will become a Storm Water Professional, within 30 days of the beginning of
ground -disturbing activity and will be accompanied on at least 3 daily inspections per week by the Compliance
Officer or any other Storm Water Professional until becoming a Storm Water Professional,
2) has at least 5 years of construction -related experience and
3) is able to adequately identify and implement storm water sediment and erosion control practices and effectively
instruct employees and contractors in the implementation of such practices
Contractor Company Name
Signature of Officer of the Company and Title
Date
*A Storm Water Professional is an individual who is currently certified through the storm water training program
provided by Wal-Mart pursuant to a training plan approved by EPA
GENERAL CONTRACTOR IS TO IMMEDIATELY FAX THIS FORM TO
Wal-Mart Contracts Administration FAX [phone]
File the original form in the SWPPP Notebook (Tab 4) on site
This form can not be altered
02370-25
Leland, North Carolina — Store No 03/21/05

Civil Engineer and Project Superintendent
Certification of Site Best Management Practices
Date
Project Type and Store Number Wal-Mart Supercenter #xxxx-xx
Project Location Town of Leland, Brunswick County, North Carolina
We certify that on this date we conducted an inspection of the construction site and Best Management Practices
(BMPs) required by the SWPPP have been installed correctly and in the correct locations as shown on the Phase
I Erosion and Sediment Control Site Map drawing subject to any exceptions as listed below Other than
disturbance to install these BMPs no other ground disturbing activities have occurred on the site nor will ground
disturbing activities occur on this Site until all exceptions have been resolved Consulting Engineer of Record and
Superintendent have re -inspected Site, and a Certification of Best Management Practices Form without
Exceptions has be completed and certified
(initial one) No Exceptions Exceptions (list)
u75 pC� ngineer up ngineer
Signature of Consulting Engineer of Record
Signature of Project Superintendent
Company
Company
GENERAL CONTRACTOR IS TO IMMEDIATELY FAX THIS FORM TO
Wal-Mart Contracts Administration FAX [phone]
File original in SWPPP Notebook (Tab 4) on site
This form can not be altered
02370 26
Leland, North Carolina — Store No 03/21/05

WAL-MART CONFIDENTIAL
STORM WATER CONTROLS ENVIRONMENTAL
PRE -CONSTRUCTION MEETING CERTIFICATION FORM
Date
Store Number Wal-Mart Supercenter #xxxx-xx Project Location Town of Leland, Brunswick County, NC
General Contractor
Contact Person
Please initial each item This action constitutes agreement and acceptance of each provision
1 A storm water pre -construction meeting between the Project Superintendent(s) of the
General Contractor, the engineer who prepared the SWPPP or any engineer retained by
the Owner who becomes familiar with the SWPPP, and contractors and subcontractor(s)
and their employees who will be involved in ground -disturbing activities has been
completed successfully
2 At this meeting, the (a) applicable General Construction Storm Water General Permit
requirements (available from the state or local governing authority for Storm Water), the
Storm Water Pollution Prevention Plan and drawings, and other environmental
requirements for the site were discussed, and (b) the videotape "Stormwater Pollution
Prevention on Construction Sites" was shown to all persons
3 The Project Superintendent and all contractors or subcontractors shall sign a Contractor's
Certification (form is included in Appendix C of Spec 02370)
4 A copy of the construction storm water permit regulations applicable to the site has been
obtained and a copy is present in the construction office
5 A signed Wal-Mart and/or General Contractor NOI as required by the State Permit have
been properly filed and will be posted at the construction entrance board prior to ground
disturbing activities
Signature of Representative of General Contractor
Date
GENERAL CONTRACTOR IS TO IMMEDIATELY FAX THIS FORM TO
Wal-Mart Contracts Administration FAX [phone]
File original in SWPPP notebook (Tab 4) on site
This form can not be altered.
02370 27
Leland, North Carolina — Store No 03/21/05

APPENDIX D
DAILY INSPECTION REPORT
01
GENERAL CONTRACTOR'S DELEGATED INSPECTOR FORM
01
WEEKLY INSPECTION SUMMARY FORM
[�
WEEKLY STORM WATER MEETING FORM
02370 2s
Leland, North Carolina — Store No 03/21/05

Wal-Mart Confidential
IMMEDIATELY FAX TO THE WMSWCC AT 479-204-0438
Daily Storm Water Inspection Report
Store Number, Project Type and Location Wal-Mart Supereenter #xxxx-xx, Town of Leland, Brunswick County, NC
Inspector Name and Title
Date/Time of Inspection
Schedule Completion Date
Director
Weather Conditions
Stage (circle all that apply) Clearing/Grubbing Paving
Rough Grading Infrastructure Building Construction Final Grading Final Stabilization Terminate Permit
Type of Control
Describe status, identify problems, maintenance needs, or
Problem addressed
non-conformance with details or temporary alteration
date and description of corrective action
Structural
Silt Fence
❑Tears/Holes ❑Burial OSed Accum []Sediment bypass
❑ OK
❑ N/A
Const Exit
[]Voids Filled OTrackout
❑ OK
❑ N/A
Check Dam
❑Sediment Accumulation
❑ OK
❑ N/A
Inlet Protection
OSed Accum OSed Bypass OApplication not appropriate
❑ OK
❑ N/A
Diversion Due h/Berm
❑Erosion ❑Stabilization
❑ OK
❑ N/A
Sediment Trap
❑Sediment Accumulation
❑ OK
❑ N/A
Sediment Basin
OSed Accumulation ❑Bank erosion []Stabilization
❑ OK
❑ N/A
Discharge Point
❑Erosion ❑Sediment Discharge
❑ OK
❑ N/A
Material Storage/
ONot shown on Site Map ❑Spills ❑Out of design area
Secondary Contain
Olmproper storage chemicals, solvents paint fuels, etc
❑ OK
❑ N/A
Other Structural
Controls
❑ OK
❑ N/A
Non -Structural
Good Housekeeping
[]Solid Waste OSamtary Waste ❑Dust Control
❑ OK
❑ N/A
02370-29
Leland, North Carolina — Store No 03/21/05
Confidential Business Information

Wal-Mart Confidential
IMMEDIATELY FAX TO THE WMSWCC AT 479-204-0438
Store Number, Project Type and Location
Page 2
Equip Wash/Mamt
❑Spills ❑Outside designated area
❑ OK
❑ N/A
Concrete Washout
❑Spills out of designated area ❑Not shown on Site Map
❑ OK
❑ N/A
Stabilization
Seed/Sod Mulching,
ONeed Temp stab ONeed final stab ❑Health of veg
Geotextde, Blankets
❑ OK
❑ N/A
Record Keeping
Entrance Postings
ONOI OPermrts OConstruction Site Notice
❑ OK
❑ N/A
SWPPP Notebook
OMissmg Sections OMissmg Forms
❑ OK
❑ N/A
Site Map/Details
❑Activmes not up-to-date ODeviate from details
❑ OK
OBMP Additions OModifications ONot up-to-date
❑ N/A
Other
❑ OK
❑ N/A
I certify under penalty of perjury that 1 personally conducted this inspection and prepared this inspection report All corrective actions noted as necessary
on preceding Dad} Inspection Reports prepared by Inspectors Compliance Officers or Construction Managers have been fully completed as noted
above in conformance with the time limitations provided in the Contract Documents Based upon my observations during the inspection I certify that
the information in this inspection report is true accurate and complete I am aware that there are significant penalties for perjury including fines and
imprisonment for knowing violations
Inspector s Signature — Daily Inspection
Date Certificate # and Expiration Date
I certify under penalty of pequry that 1 personally observed this inspection All corrective actions noted as necessary on preceding Daily Inspection
Reports prepared by Inspectors Compliance Officers or Construction Managers have been fullv completed as noted above in conformance with the
time limitations provided in the Contract Documents Based upon my observations during the inspection 1 tend} that the information in this inspection
report is true accurate and complete 1 am aware that there we significant penalties for perjury including tines and imprisonment for knowing
violations
Compliance Officer s Signature
(by weeklv)
Date Certificate If and Lxpiration Date
I certify under penalty of perjury that 1 personally observed this inspection Based upon my obsenations during the inspection I certify that the
information in this inspection report is true accurate and complete In addition 1 have reviewed the [insert number of inspection
reports] inspection reports previous to this one and I certify that all corrective actions noted as necessary have been fully and timelv completed 1 am
aware that there are significant penalties for perjury including fines and imprisonment for knowing violations
Wai Mart Construction Manager s Signature Date Certificate # and Expiration Date
(even monthi> inspection)
02370-30
Leland, North Carolina — Store No 03/21/05
Confidential Business Information

Date
Director of Governing Authority, Storm Water
Name
Title
Address
Permit Authorization for Storm Water
CERTIFIED MAIL Receipt
No
Project Wal-Mart Supercenter #xxxx-xx
Address Town of Leland, Brunswick County, NC
General Permit Registration No
WV/NPDES Permit No
GENERAL PERMIT FOR STORMWATER DISCHARGES FROM
CONSTRUCTION ACTIVITIES
SIGNATURE DELEGATION
1, the undersigned, hereby delegate (General Contractor's namel Project Superintendent or Project Manager as the
authorized signatory for all reports required by this permit and other information requested by the Director or authorized
representative of the Director in accordance with the provisions of the General Permit
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in
accordance with a system designed to assure qualified personnel properly gathered and evaluated the information submitted
Based on my inquiry of the person or persons who manage this system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and belief, true accurate and complete I am aware
that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for
knowing violations
Sincerely,
[Principle Officer of the General Contractor]
02370-31
Leland, North Carolina — Store No -- 03/21/05

The following form 1s the Weekly Storm Water Inspection Summary
Submit this form to WMSWCC after complete
02370-32
Leland, North Carolina — Store No — 03/21/05

Wal-Mart Confidential
IMMEDIATELY FAX TO THE WMSWCC AT 479-204-0438
Weekly Storm Water Inspection Summary
Project Type and Location Wal-Mart Supercenter, Town of Leland, NC Store Number #xxxx-xx
Inspector Name and Title
Week of Inspections
Storm Event >0 5" within the week
Schedule Completion Date
Construction Stage (circle all that apply)
Clearing/Grubbing Rough Grading Infrastructure Paving Building Construction Final Grading Final Stabilization
Type of Control
Describe summary of deficiencies noted
NA- if not applicable
Corrective action taken (date and description
of corrective action)
Structural
Silt Fence
Construction Exit
Check Dam
Storm Dram Inlet
Protection
Diversion Ditch/Berm
Sediment Trap
Sedimentation Pond
02370-33
Leland, North Carolina — Store No 03/21/05
17nnfidential Rucmecc Infnrmatinn

Wal-Mart Confidential
IMMEDIATELY FAX TO THE WMSWCC AT 479-204-0438
Vehicle Track -Out
Other Structural
Controls
Non -Structural
Street Cleaning
Good Housekeeping &
Waste Disposal
Practices
Equipment Wash &
Maintenance Area
Concrete Washout
Area
Stabilization
Seeding, Mulching,
Geotexttle, Sod,
Blankets
Miscellaneous
List Revisions to
SWPPP to Reflect
BMP Additions or
Modifications
I certify under penalty of perjury that all daily inspections were completed between and
I personally prepared this inspection summary report noting the deficiencies in BMPs this week and the corrective actions
taken I certify that the information in this report is true, accurate, and complete I am aware that there are significant
penalties for perjury, including fines and imprisonment for knowing violations
Project Superintendent Signature Date Certificate # and Expiration Date
02370-34
Leland, North Carolina — Store No 03/21/05
Cnnfidenhal Rncmecc Infnrmahnn

Weekly Storm Water Meeting Review and Comment Form
Store Number and Project Location Wal-Mart Supercenter #xxxx-xx, Town of Leland, Brunswick County, NC
Project Site Superintendent
Date and Time
Others Present NAME TITLE COMPANY
Role of Contractors with installation and maintenance of BMPs
BMP Maintenance and Repair
Non -effective BMPs
Efforts to mitigate or stop sediment discharges
Coordination of staging areas, storage borrow, fill, concrete wash -out, and exits
Upcoming activities
Modifications or additions to SWPPP or project phasing
Findings and Conclusions
02370-35
Leland, North Carolina — Store No 03/21/05

Spill Report Form
Project Type and Location Wal-Mart Supercenter, Town of Leland, NC Store Number #xxxx-xx
Spill Reported by
Date/Time Spill
Describe spill location and events leading to spill
Material spilled
Source of spill
Amount spilled
Containment or clean up action
Approximate depth of sod excavation
List Injuries or Personal Contamination
Action to be taken to prevent future spills
Modifications to the SWPPP necessary due to this spill
Agencies notified of the spill
Amount spilled to waterway
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted
Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete I am aware
that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for
knowing violations
Contractor Superintendent Date
02370-37
Leland, North Carolina — Store No 03/21/05

Code of Federal Regulations
[Title 40, Volume 13, Parts 87 to 135]
[Revised as of July 1, 1998]
From the U S Government Printing Office via GPO Access
[CITE 40CFR117 3]
[Page 621-625]
TITLE 40--PROTECTION OF ENVIRONMENT AGENCY (CONTINUED)
PART 117--DETERMINATION OF REPORTABLE QUANTITIES FOR HAZARDOUS SUBSTANCES --Table of
Contents
Subpart A --General Provisions
See 117 3--Determination of reportable quantities
Each substance in Table 117 3 that is listed in Table 302 4, 40 CFR
part 302 is assigned the reportable quantity listed in Table 302 4 for
that substance
Table 117 3--Reportable Quantities of Hazardous Substances Designated
Pursuant to Section 311 of the Clean Water Act
Note The first number under the column headed RQ" is the
reportable quantity in pounds The number in parentheses is the metric
equivalent in kilograms For convenience, the table contains a column
headed Category" which lists the code letters V, A", B",
C", and D" associated with reportable quantities of 1, 10, 100,
1000 and 5000 pounds, respectively
Table 117 3--Reportable Quantities of Hazardous Substances Designated
Pursuant to Section 31 1 of the Clean Water Act
Material Category
------------------- ---------------------------------------------------
RQ in pounds (kilograms)
Acetaldehyde
C
1,000 (454)
Acetic acid
D
5,000 (2,270)
Acetic anhydride
D
5,000 (2,270)
Acetone cyanohydrm
A
10 (4 54)
Acetyl bromide
D
5,000 (2,270)
Acetyl chloride
D
5,000 (2,270)
Acrolem
X
1 (0 454)
Acrylomtnle
B
100 (45 4)
Adipic acid
D
5,000 (2,270)
Aldnn
X
l (0 454)
Allyl alcohol
B
100 (45 4)
Allyl chloride
C
1,000 (454)
Aluminum sulfate
D
5,000 (2,270)
Ammonia
B
100 (45 4)
Ammonium acetate
D
5,000 (2,270)
02370-38
Leland, North Carolina — Store No 03121/05

Ammonium benzoate
Ammonium bicarbonate
Ammonium bichromate
Ammonium bifluonde
Ammonium bisulfite
Ammonium carbamate
Ammonium carbonate
Ammonium chloride
Ammonium chromate
Ammonium citrate dibasic
Ammonium fluoborate
Ammonium fluoride
Ammonium hydroxide
Ammonium oxalate
Ammonium sihcofluonde
Ammonium sulfamate
[[Page 622]]
Ammonium sulfide
Ammonium sulfite
Ammonium tartrate
Ammonium thiocyanate
Amyl acetate D
Aniline D
Antimony pentachloride
Antimony potassium tartrate
D
5,000 (2,270)
D
5,000 (2,270)
A
10 (4 54)
B
100 (45 4)
D
5,000 (2,270)
D
5,000 (2,270)
D
5,000 (2,270)
D
5,000 (2,270)
A
10 (4 54)
D
5,000 (2,270)
D
5,000 (2,270)
B
100 (45 4)
C
1,000 (454)
D
5,000 (2,270)
C
1,000 (454)
D
5 000 (2,270)
FBI
F
Antimony trtbromtde
C
Antimony trichlonde
C
Antimony tnfluoride
C
Antimony trioxide
C
Arsenic disulfide
X
Arsenic pentoxide
X
Arsenic trichloride
X
Arsenic trioxide
X
Arsenic trisulfide
X
Barium cyanide
A
Benzene
A
Benzoic acid
D
Benzonrtrile
D
Benzoyl chloride
C
Benzyl chloride
B
Beryllium chloride
X
Beryllium fluoride
X
Beryllium nitrate
X
Butyl acetate
D
Butylamme
C
n-Butyl phthalate
A
Butyric acid
D
Cadmium acetate
A
Cadmium bromide
A
Cadmium chloride
A
Calcium arsenate
X
Calcium arsenite
X
Calcium carbide
A
Calcium chromate
A
Calcium cyanide
A
Calcium dodecylbenzenesulfonate
Calcium hypochlortte
A
Caplan
A
100 (45 4)
5,000 (2,270)
5,000 (2,270)
5,000 (2,270)
5,000 (2,270)
5,000 (2,270)
1 000 (454)
100 (45 4)
1,000 (454)
1,000 (454)
1,000 (454)
1 000 (454)
1 (0 454)
1 (0 454)
1 (0 454)
1 (0 454)
1 (0 454)
10 (4 54)
10 (4 54)
5,000 (2,270)
5,000 (2,270)
1,000 (454)
100 (45 4)
1 (0 454)
1 (0 454)
1 (0 454)
5,000 (2,270)
1,000 (454)
10 (4 54)
5 000 (2 270)
I0 (4 54)
10 (4 54)
10 (4 54)
1 (0 454)
1 (0 454)
10 (4 54)
10 (4 54)
10 (4 54)
C 1,000 (454)
10 (4 54)
10 (4 54)
02370-39
Leland, North Carolina — Store No 03/21/05 -

Carbaryl
Carbofuran
Carbon disulfide
Carbon tetrachloride
Chlordane
Chlorine
Chlorobenzene
Chloroform
Chlorosulfonic acid
Chlorpynfos
Chromic acetate
Chromic acid
Chromic sulfate
Chromous chloride
Cobaltous bromide
Cobaltous formate
Cobaltous sulfamate
Coumaphos
Cresol
B
A
B
A
X
A
B
A
C
X
H
A
C
C
C
C
C
A
Crotonaldehyde B
Cupric acetate B
Cupric acetoarsenite X
Cunnc chloride A
Cupric nitrate
B
Cupric oxalate
B
Cupric sulfate
A
Cupric sulfate, ammoniated
Cupric tartrate
B
Cyanogen chloride
Cyclohexane
C
[[Page 623]]
100 (45 4)
10 (4 54)
100 (45 4)
10 (4 54)
1 (0 454)
10 (4 54)
100 (45 4)
10 (4 54)
1,000 (454)
1 (0 454)
1,000 (454)
10 (4 54)
1,000 (454)
1,000 (454)
1,000 (454)
1,000 (454)
1 000 (454)
10 (4 54)
100 (45 4)
100 (45 4)
100 (45 4)
1 (0 454)
10 (4 54)
100 (45 4)
100 (45 4)
10 (4 54)
B 100 (45 4)
100 (45 4)
A 10 (4 54)
1,000 (454)
2,4-D Acid B
2,4-D Esters B
DDT X
Diazmon X
Dicamba C
Dichlobeml B
Dichlone X
Dichlorobenzene B
Dichloropropane C
Dichloropropene B
Dichloropropene-Dichloropropane B
(mixture)
2,2-Dtchloropropionro acid D 5,000 (2 270)
Dtchlorvos A 10 (4 54)
Dicofol A 10 (4 54)
Dieldrm X 1 (0 454)
Diethylamme B 100 (45 4)
Dimethylamme C 1,000 (454)
Dinitrobenzene (mixed) B 100 (45 4)
10 (45 4)
10 (4 54)
1,000 (454)
1 (0 454)
100 (45 4)
1,000 (454)
1 (0 454)
1 (0 454)
Dinitrophenol A
Dinitrotoluene A
Diquat C
Disulfoton X
Dmron B
Dodecylbenzenesulfonic acid C
Endosulfan X
Endnn X
100 (45 4)
100 (45 4)
(0 454)
1 (0 454)
1,000 (454)
100 (45 4)
1 (0 454)
100 (45 4)
1,000(454)
100 (45 4)
100 (45 4)
02370-40
Leland, North Carolina — Store No - 03/21/05'

Epichlorohydrm B
Ethion A
Ethylbenzene C
Ethylenediamme D
Ethylenediamme-tetraacetic acid D
(EDTA)
Ethylene dibromide
X
Ethylene dichloride
B
Ferric ammonium citrate
Ferric ammonium oxalate
Ferric chloride
C
Ferric fluoride
B
Ferric nitrate
C
Ferric sulfate
C
Ferrous ammonium sulfate
Ferrous chloride
B
Ferrous sulfate
C
Formaldehyde
B
Formic acid
D
Fumanc acid
D
Furfural
D
Guthion
X
Heptachlor
X
Hexachlorocyclopentadiene
Hydrochloric acid
D
Hydrofluoric acid
B
Hydrogen cyanide
A
Hydrogen sulfide
B
Isoprene
B
Isopropanolamme C
dodecylbenzenesulfonate
Kepone
X
Lead acetate
A
Lead arsenate
X
Lead chloride
A
Lead fluoborate
A
Lead fluoride
A
Lead iodide
A
Lead nitrate
A
Lead stearate
A
Lead sulfate
A
Lead sulfide
A
Lead thiocyanate
A
Lmdane
X
Lithium chromate
A
Malathion
B
Maleic acid
D
[[Page 624]]
100 (45 4)
10 (4 54)
1,000 (454)
5,000 (2,270)
5,000 (2,270)
1 (0 454)
100 (45 4)
C 1,000 (454)
C 1,000 (454)
1,000(454)
100 (45 4)
1,000 (454)
1,000 (454)
C 1,000 (454)
100 (45 4)
1 000 (454)
100 (45 4)
5,000 (2,270)
5,000 (2,270)
5,000 (2,270)
1 (0 454)
1 (0 454)
A 10 (4 54)
5,000 (2,270)
100 (45 4)
10 (4 54)
100 (45 4)
100 (45 4)
1,000 (454)
1 (0 454)
10 (4 54)
1 (0 454)
10 (4 54)
10 (4 54)
10 (4 54)
10 (4 54)
10 (4 54)
10 (4 54)
10 (4 54)
10 (4 54)
10 (4 54)
1 (0 454)
10 (4 54)
100 (45 4)
5,000 (2,270)
Maleic anhydride
D
5,000 (2,270)
Mercaptodimethur
A
10 (4 54)
Mercuric cyanide
X
1 (0 454)
Mercuric nitrate
A
10 (4 54)
Mercuric sulfate
A
10 (4 54)
Mercuric thiocyanate
A
10 (4 54)
Mercurous nitrate
A
10 (4 54)
Methoxychlor
X
l (0 454)
Methyl mercaptan
B
100 (45 4)
Methyl methacrylate
C
1,000 (454)
02370-41
Leland, North Carolina — Store No 03/21/05

Methyl parathion
B
Mevmphos
A
Mexacarbate
C
Monoethylamme
B
Monomethylamme
B
Naled
A
Naphthalene
B
Naphthenic acid
B
Nickel ammonium sulfate
B
Nickel chloride
B
Nickel hydroxide
A
Nickel nitrate
B
Nickel sulfate
B
Nitric acid
C
Nitrobenzene C
Nitrogen dioxide A
Nnrophenol (mixed) B
Nnrotoluene C
Paraformaldehyde C
Parathion A
Pentachlorophenol A
Phenol C
Phosgene A
Phosphoric acid D
Phosphorus X
Phosphorus oxychlonde C
Phosphorus pentasulfide B
Phosphorus trtchlonde C
Polychlormated biphenyls X
Potassium arsenate X
Potassium arsemte X
Potassium bichromate A
Potassium chromate
A
Potassium cyanide
A
Potassium hydroxide
C
Potassium permanganate
B
Propargrte A
Propiomc acid D
Propionic anhydride
D
Propylene oxide
B
Pyrethnns X
Qumolme D
Resorcinol D
Selenium oxide
A
Silver nitrate X
Sodium A
Sodium arsenate
X
Sodium arsenae
X
Sodium bichromate
A
Sodium bifluonde
B
Sodium bisulfate
D
Sodium chromate
A
Sodium cyanide
A
Sodium dodecylbenzenesulfonate
Sodium fluoride
C
Sodium hydrosulfide
D
Sodium hydroxide
C
Sodium hypochlonte
B
Sodium methylate
C
100 (45 4)
10 (4 54)
1,000 (454)
100 (45 4)
100 (45 4)
10 (4 54)
100 (45 4)
100 (45 4)
100 (45 4)
100 (45 4)
10 (4 54)
100 (45 4)
100 (45 4)
1 000 (454)
1,000 (454)
10 (4 54)
100 (45 4)
1,000 (454)
1,000(454)
10 (4 54)
10 (4 54)
1 000 (454)
10 (4 54)
5,000 (2,270)
1 (0 454)
1 000 (454)
100 (45 4)
1,000 (454)
1 (0 454)
1 (0 454)
1 (0 454)
10 (4 54)
10 (4 54)
10 (4 54)
1,000 (454)
100 (45 4)
I0 (4 54)
5,000 (2,270)
5,000 (2,270)
100 (45 4)
I (0 454)
5,000 (2,270)
5 000 (2,270)
10 (4 54)
1 (0 454)
10 (4 54)
1 (0 454)
1 (0 454)
10 (4 54)
100 (45 4)
5,000 (2,270)
10 (4 54)
10 (4 54)
C 1,000 (454)
1,000 (454)
5,000 (2,270)
1,000 (454)
100 (45 4)
1,000 (454)
02370-42
Leland, North Carolina —Store No 03/21/05 '

Sodium nitrite B
Sodium phosphate, dibasic
[[Page 625]]
Sodium phosphate, tnbasic
Sodium selenite
B
Strontium chromate
A
Strychnine
A
Styrene
C
Sulfuric acid
C
Sulfur monochlonde
C
2,4,5-T acid
C
2,4,5-T ammes
D
2,4,5-T esters
C
2,4,5-T salts
C
TIDE
X
2,4,5-TP acid
B
2,4,5-TP acid esters
B
Tetraethyl lead
A
Tetraethyl pyrophosphate
Thallium sulfate
B
Toluene
C
Toxaphene
X
Tnchlorfon
B
Tnchloroethylene
B
Tnchlorophenol
A
Tnethanolamme C
I,
dodecylbenzenesulfonate
Tnethylamme
D
Tnmethylamme
B
Uranyl acetate
B
Uranyl nitrate
B
Vanadium pentoxide
C
Vanadyl sulfate
C
Vinyl acetate
D
Vinylidene chloride
B
Xylene (mixed)
B
Xylenol
C
Zinc acetate
C
Zinc ammonium chloride
Zinc borate
C
Zinc bromide
C
Zinc carbonate
C
Zinc chloride
C
Zinc cyanide
A
Zinc fluoride
C
Zinc formate
C
Zinc hydrosulfite
C
Zinc nitrate
C
Zinc phenolsulfonate
D
Zinc phosphide
B
Zinc sdicofluoride
D
Zinc sulfate
C
Zirconium nitrate
D
Zirconium potassium fluoride
Zirconium sulfate
D
Zirconium tetrachloride
D
100 (45 4)
D 5,000 (2,270)
D 5,000 (2,270)
100 (45 4)
10 (4 54)
10 (4 54)
1,000 (454)
1 000 (454)
1,000 (454)
1,000(454)
5,000 (2,270)
1,000 (454)
1,000 (454)
1 (0 454)
100 (45 4)
100 (45 4)
10 (4 54)
A 10 (4 54)
100 (45 4)
1,000 (454)
1 (0 454)
100 (45 4)
100 (45 4)
10 (4 54)
000 (454)
5,000 (2,270)
100 (45 4)
100 (45 4)
100 (45 4)
1,000 (454)
1,000 (454)
5,000 (2,270)
I00 (45 4)
100 (45 4)
1,000 (454)
1,000 (454)
1,000(454)
1,000 (454)
1,000 (454)
1,000 (454)
1,000 (454)
10 (4 54)
1,000 (454)
1,000 (454)
1,000 (454)
1 000 (454)
5,000 (2,270)
100 (45 4)
5,000 (2,270)
1,000 (454)
5,000 (2,270)
C 1 000 (454)
5,000 (2,270)
5,000 (2,270)
---------------------------- ---
02370-43
Leland, North Carolina — Store No 03/21/05

[50 FR 13513, Apr 4, 1985, as amended at 51 FR 34547, Sept 29, 1986,
54 FR 33482, Aug 14, 1989, 58 FR 35327, June 30, 1993, 60 FR 30937, June 12, 1995]
kitty //h2o enr state nc us ndceu app/federal htm
02370-44
Leland, North Carolina — Store No 03/21/05

APPENDIX F
NORTH CAROLINA DISCHARGE MONITORING FORM
02370-45
Leland, North Carolina — Store No 03/21/05

INSERT
NORTH CAROLINA DISCHARGE
MONITORING FORM
I:I D1.1 �I
02370-46
Leland, North Carolina — Store No 03/21/05 ' --

APPENDIX G
RECORD OF STABILIZATION AND
CONSTRUCTION ACTIVITY DATES
02370-47
Leland, North Carolina —Store No 03/21/05

SITE STABILIZATION and CONSTRUCTION ACTIVITY DATES
A record of dates when BMPs are installed or removed stabilization measures are initiated major grading activities occur and construction
activities temporarily or permanently cease on a portion of the site shall be maintained until final site stabilization is achieved and the Notice of
Termination (NOT) is fled This form must be updated continuously throughout the project until the NOT is filed
Description of Activity
Site Contractor
Location
Description of Activity
Site Contractor
Location
Description of Activity
Site Contractor
Location
Description of Activity
Site Contractor
Location
Description of Activity
Site Contractor
Location
MAJOR STABILIZATION AND GRADING ACTIVITIES
Begin (date)
Begin (date)
Begin (date)
Begin (date)
Begin (date)
End(date)
End(date)
End(date)
End(date)
End(date)
Description of Activity
Site Contractor Begin (date) End(date)
Location
Description of Activity
Site Contractor Begin (date) End(date)
Location
Description of Activity
Site Contractor
Location
Description of Activity
Site Contractor
Location
Description of Activity
Site Contractor
Location
Description of Activity
Site Contractor
Location
Description of Activity
Site Contractor
Location
Begin (date)
Begin (date)
Begin (date)
Begin (date)
Begin (date)
End(date)
End(date)
End(date)
End(date)
End(date)
02370-48
Leland, North Carolina — Store No 03/21/05

CONSTRUCTION SITE NOTICE
FOR THE
NPDES GENERAL PERMIT
Contractor Firm:
Contractor Address:
Contact Name &
Number:
(both Site Superintendents)
Name Phone Number
Name Phone Number
Project Description:
Wal-Mart Supercenter #xxxx-xx
Highway 17, Town of Leland, NC
2039818 SF,
34 Disturbed Acres
02370-50
Deland, North Carohna=Store No 03/21/05

APPENDIX I
FEDERAL, STATE, OR LOCAL STORM WATER OR OTHER
ENVIRONMENTAL INSPECTOR SITE VISIT LOG
02370-51
Leland, North Carolina — Store No 03/21/05-

Federal, State, or Local Storm Water or other
Environmental Inspector Site Visit Log
Inspectors Name
Contractors Representative Present
Others Present
Comments
Time and Date
Inspectors Name
Contractors Representative Present
Others Present
Comments
Time and Date
Inspectors Name
Contractors Representative Present
Others Present
Comments
Time and Date
Inspectors Name
Contractors Representative Present
Others Present
Comments
Time and Date
Agency
Agency
Agency
Agency
Report Prepared Yes No
Report Prepared Yes No
Report Prepared Yes No
Report Prepared Yes No
WMS WCC must be contacted at the conclusion of any agency inspection @ 1-800-530-9928 Caller must provide as a
minimum the date, inspection beginning and completion times inspecting agency, agency inspector name, all contractor
representative names, and a brief summary of any comments, observations or deficiencies noted during the inspection
02370-52
Leland, North Carolina — Store No 03/21/05

WYATT REALTY SERVICES INCORPORATED
ORGANIZATION MEETING OF SHAREHOLDERS
The undersigned shareholders of Wyatt Realty Services Incorporated, a South Carolina
corporation (the "Corporation"), acting without a Board of Directors pursuant to its By -Laws, Articles of
Incorporation and Section 33-18-200 of the 1976 South Carolina Code, do hereby adopt the following
resolutions
OFFICERS
RESOLVED, that the following individuals are elected to serve as officers of the
Corporation for the ensuing year, until their successors are duly elected and qualified
Name Office
Stephen W Ramer President & CEO
Arthur J Kepes Vice President, Secretary and Treasurer
T Scott Smith Vice President and Assistant Secretary
Jim Price Vice President
MINUTE BOOK
RESOLVED, that the minute book is approved and adopted as the Minute Book of
the Corporation, and the Secretary of the Corporation is hereby instructed to retain custody
of such Minute Book and to insert in it the minutes of meetings, and other proceedings, of
the shareholders of the Corporation
ARTICLES
RESOLVED, that the Articles of Incorporation as filed with the Secretary of State
of the State of South Carolina on the 7th day of February, 2001, are in all respects approved,
and the Secretary of the Corporation is hereby directed to insert the Articles of Incorporation
and the Certificate of Incorporation issued by the Secretary of State of the State of South
Carolina in the Minute Book of the Corporation
BYLAWS
RESOLVED, that the form of bylaws entitled 'Bylaws of Wyatt Realty Services
Incorporated" be and they hereby are adopted as the Bylaws of the Corporation, and the
Secretary of the Corporation is directed to insert the Bylaws in the Minute Book of the
Corporation

STOCK CERTIFICATE
RESOLVED, that the form of stock certificate, attached hereto as Exhibit "A" be
and it hereby is adopted as the form of stock certificate of the Corporation
FISCAL YEAR
RESOLVED, that the fiscal year of the Corporation be and it hereby is declared to
be the period beginning January 1 and ending the following December 31 of each year
SUBCHAPTERS
RESOLVED, that, subject to the consent of the shareholder of the Corporation, the
Corporation elects to be taxed as an "S Corporation" under Subchapter S of the Internal
Revenue Code, or such other provisions of law now or hereafter applicable to such election,
and
RESOLVED FURTHER, that the President shall cause the Corporation to execute
Internal Revenue Service Form 2553 or such other necessary form for exercising such
electron, and
RESOLVED FURTHER, that the Corporation file such electron and such consent
with the appropriate district director of the Internal Revenue Service, and
RESOLVED FURTHER, that such other action shall be taken by the President of
the Corporation as may be deemed necessary or advisable by counsel to the Corporation to
exercise such electron
ISSUANCE OF SHARES
RESOLVED, that the President is authorized and directed to issue to the persons
listed below, certificates representing shares of common stock of the Corporation, $1 00 par
value, for the amount of consideration set opposite each persorfs name
Shares Registered
in Name of
Stephen W Rainer
T Scott Smith
Arthur J Kepes
Shares
60
30
10
MISCELLANEOUS
Number of
Consideration
10000
10000
10000
RESOLVED, that the officers of the Corporation be and they are hereby authorized
and directed to pay all taxes, fees and expenses incident to and necessary for the
organization of the Corporation
WMAgmve mo mtc�hv holdmmg
-2-

RESOLVED, that these resolutions be deemed effective February 7, 2001
SHAREHOLDERS
T SCOTT SMITH
ARTHURJ K$PES
WUPgennel coMome�hweholdm tg
-3-

(7C)10y
CE0S0T0vEA-"%MW0C0 viola
AUG 2 3 2002
lg_xe
SouTMp S
Coto
00-w
STATE OF SOUTH CAROLINA
SECRETARY OF STATE
ARTICLES OF AMENDMENT
TYPE OR PRINT CLEARLY IN BLACK INK
SECRETARY OF STATE
FILE®
AUG 2 3 2002 ,M
Pursuant Section 33-10-106 of the 1976 South Carolina Code of Laws as amended the undersigned
corporation adopts the following Articles of Amendment to Its Articles of Incorporation
1 The name of the corporation is Wyatt Realty Services Incorporated
2 Date of Incorporation February 7, 2001
3 Agents Name and Address Arthur J. Kepes 1080 Silver Bluff Road, Aiken, SC 29803
4 On Auqust 22, 2002 the corporation adopted the following Amendment (s) of its Articles
of Incorporation (Type or attach the complete text of each Amendment)
Amend the name of the corporation to:
WRS Inc.
5 The manner if not set forth in the Amendment in which any exchange reclassification or
cancellation of Issued shares provided for in the Amendment shall be effected is as follows (if not
applicable Insert 'not applicable or "NA )
6 Complete either a or b whichever is applicable
a © Amendment(s) adopted by shareholder action
At the date of adoption of the Amendment the number of outstanding shares of each voting
group entitled to vote separately on the Amendment and the vote of such shares was
Number of Number of Number of Votes Number of Undisputed'
Voting Outstanding Votes Entitled Represented at Shares
Group Shares to be Cast the meeting For or Against
_5/&"w Too too r o0 100 0

Wyatt Realty Services Incorporated
Name of Corporation
'NOTE Pursuant to Section 33-10-106(6)(1) of the 1976 South Carolina Code of Laws as amended the
corporation can alternatively state the total number of disputed shares cast for the amendment
by each voting group together with a statement that the number of cast for the amendment by
each voting group was sufficient for approval by that voting group
b ❑ The Amendment(s) was duly adopted by the incorporators or board of directors without
shareholder approval pursuant to Section 33-6-102(d), 33-10-102 and 33-10-105 of the
1976 South Carolina Code of Laws as amended and shareholder action was not required
Unless a delayed dated is specified the effective date of these Articles of Amendment shall be the
date of acceptance for filing by the Secretary of State (See Section 33-1-230(b) of 1976 South
Carolina Code of Laws as amended)
Date August 22, 2002 Wyatt Realty Services Incorporated
Name of orporahon
lf+� 4
Signal re
Arthur J. Kepes, Vice President
Type or Print Name and Office
FILING INSTRUCTIONS
1 Two copies of this forth the original and either a duplicate original or a conformed copy must by filed
2 If the space in this form is insufficient please attach additional sheets containing a reference to the appropriate paragraph in
this form
3 Filing fees and taxes payable to the Secretary of State at time of filing application
Filing Fee
Filing tax
Total
Return to Secretary of State
P O Box 11350
Columbia SC 29211
OOM ARTICLES OF AMENDMENT doc
$ 1000
10000
$110 00
Form Revised by South Carolina
Secretary of State January 2000

,WnFTEDTONEATMAND e"'
AS TAKENM� oAND COM lid
FEB 0 7 2001
STATE OF SOUTH CAROLINA
SECRETARY OF STATE
ARTICLES OF INCORPORATION
FOR A
yp� eof sourNCatwuNA STATUTORY CLOSE CORPORATION
SECRETARY OF MM
FILED
AM FEB 0 7,2001
1 The name of the proposed corporation is Wyatt Realty Services Incorporated
2 This corporation is a statutory close corporation pursuant to Chapter 18, Title 33 of
the 1976 South Carolina Code, as amended
3 The initial registered office at such address is 1080 Silver Bluff Road
Street & Number
Aiken Aiken 29803
City County Zip Code
and the initial registered agent at such address is Arthur J Kepes
4 The corporation is authorized to issue shares of stock as follows Complete a or b, whichever is
applicable
a fJ The corporation is authorized to issue a single class of shares, and the total number of
shares authorized is —1.000
b ❑ The corporation is authorized to issue more than one class of shares
Class of shares Authorized No of Each Class
If shares are divided into two or more classes or if any class of shares is divided into series within
a class, the relative rights, preferences, and lunitations of the shares of each class, and of each
series within a class, are as follows
5 The existence of the corporation shall begin as of the filing date with the Secretary of State
unless otherwise indicated (See §33-1-230(b))
6 Unless specified otherwise below, the transfer of shares of stock of the corporation shall be
subject to the restrictions set out in §§33-18-110 through 33-18-130 of the 1976 South Carolina
Code, as amended Specify any variations in the statutory format in §§33018-110 through 33-
18-130
7 Unless otherwise specified below the corporation shall have a board of directors (See §33-18-
210 of the 1976)
AThis corporation elects not to have a board of directors
n ,corp\nrtide: Ad

STATE OF SOUTH CAROLINA
INITIAL ANNUAL REPORT OF CORPORATIONS
Fue Number
ENDING PERIOD
Ao m Y W
CL-1
(Rev 10/88)
3134
FILE THIS RETURN W17H ARTICLES OF INCORPORATION OR APPLICATION FOR AUTHORITY TO 00 ausINESS
NAME OF CORPORATION
WYATT REALTY SERVICES INCORPORATED
ADDRESS OF CORPORATION (NUMBER AND STREET)
1Q80 Silver gluff goad
CITY AND STATE ZIP COUNTY
Aiken, South Carolina 29803 Aiken
Date Application for Charter" filed with Secretary of State Simultaneously FEB 0 7
Date of Request for authority to do business in this state' (Foreign Corp )
IRS Employer Identification Number being applied for Business Code
'State of incorporation South Carolina
2 Nature of principal business in South Carolina Real Estate
3 Location of registered office of the corporation in the state of South Carolina is t non c, I var Bluff In the
cltvof Aiken o__._.___� ___ _
mcicU oy011. 6• JU6 I QUU1 Wbb
VI 1111IIUi al uniue in aoutn carouna street a and county) 1080 Silver B of Rd., Ai en, S
5 Date business commenced in South Carolina Not et commenced Telephone # [phone]
6 The corporation's books are in care of T
I hluivate sate corporation closes its books December 31st
6 If a p, ofessional corporation are all shareholders one-half of the directors (or individuals functioning as
directors) and all officers (other than the secretary and treasurer) qualified to practice the professional
servict s engaged in by the corporation'!
9 The names and business addresses of the directors (or individuals functioning as directors) and principal
officers in the corporation are
Name Business Address and Office
0 The total number of authorized shares of capital stock itemized by class and series if any within each class
is as follows
Number of Shares Class Series
1,000 Common
1 The total number of Issued and outstanding shares of capital stock itemized by class and series if any, within
each class is as follows
Number of Shares Class Series
(NO SHARES HAVE BEEN ISSUED)
I Ice uue with this report 1 25100
2 Interest due 2
3 Penalty due 3
4 Total - Fee Interest and Penalty (Make remittance payable to SC Tax Commission) 4 S
AFFIDAVIT
the undersigned, principal officer of the corporation for which this nrtum is made declare than ratum lnal Mae
omoanying Statements and
schedules has been ezarnined by me and 13 to the bait of My knowledge and belief a true an ate re In good faith
��Ee C�t3i GG —
Z SIGNAT Re rFFIr AuM RIgD TO SIGN
Tm

NAME OFFICE BUSINESS ADDRESS
Stephen W Rainer
President & CEO
1080 Silver Bluff Road
Aiken, SC 29803
Arthur J Kepes
Vice President, Secretary &
1080 Silver Bluff Road
Treasurer
Aiken, SC 29803
T Scott Smith
Vice President & Assistant
1080 Silver Bluff Road
Secretary
Aiken, SC 29803

(169i
EASEMENTS WITH COVENANTS AND
RESTRICTIONS AFFECTING LAND ("ECR")
When recorded return to
Mayer, Brown, Rowe & Maw LLP
700 Louisiana, Suite 3600
Houston, Texas 77002
Attention Sultana Kaldis
EASEMENTS WITH COVENANTS AND
RESTRICTIONS AFFECTING LAND ("ECR")
THIS AGREEMENT is made as of the day of 2004, between
WAL-MART REAL ESTATE BUSINESS TRUST, a Delaware statutory trust ("Wal-Mart"),
and WR OF ROCKINGHAM, L L C , a South Carolina limited liability company
(`Developer")
WITNESSETH
WHEREAS, Wal-Mart is the owner of the Wal-Mart Tract as shown on the plan
attached hereto as Exhibit A-1 hereof, said Tract being more particularly described in Exhibit B
attached hereto,
WHEREAS, Developer is the owner of the Developer Tract and the Outparcels shown
on the plan attached hereto as Exhibit A-1 hereof, the same being more particularly described in
Exhibit C hereof, and
WHEREAS, Wal-Mart and Developer desire that the Wal-Mart Tract, the Developer
Tract and the Outparcels be developed in conjunction with each other pursuant to a general plan
of improvement to form a commercial Shopping Center (sometimes hereinafter referred to as the
` Shopping Center"), and further desire that the Shopping Center be subject to the easements and
the covenants, conditions and restrictions hereinafter set forth,
NOW, THEREFORE, for and in consideration of the premises, easements, covenants,
conditions, restrictions, and encumbrances contained herein, the sufficiency of which is hereby
acknowledged, Wal-Mart and Developer do hereby agree as follows
Building/Common Areas
1 1 `Building Areas" as used herein shall mean those portions of the Shopping
Center shown on Exhibit A-2 as `Building Area" (and "Future Building Area" and "Future
Expansion Area") Canopies may encroach from the Building Areas over the Common Areas
provided the canopies do not interfere with the use of the Common Areas
24520107 3 051304 1021C 03185414

I
12 Common Areas" shall be all of the Shopping Center except the Building
Areas
1 3 "Tracts" as used herein shall mean the Wal-Mart Tract and the Developer
Tract but not the Outparcels Reference to a "Tract" refers to the Wal-Mart Tract or the
Developer Tract but not the Outparcels
14 Conversion to Common Areas Those portions of the Building Areas
which are not from time to time used or cannot, under the terms of this Agreement, be used for
buildings shall become part of the Common Area for the uses permitted hereunder and shall be
improved, kept and maintained as provided herein
2 Use Buildings in the Shopping Center shall be used for commercial purposes of
the type normally found in a retail shopping center including, without limitation, financial
institutions, service shops, offices, and retail stores No cafeteria, theatre, bowling alley, billiard
parlor, night club or other place of recreation or amusement, or any business serving alcoholic
beverages shall occupy space within the Shopping Center without the prior written consent of
Wal-Mart No restaurant shall occupy space on any portion of the Developer Tract without the
prior written consent of Wal-Mart Developer recognizes that said businesses may
inconvenience Wal-Mart's customers and adversely affect Wal-Mart's business
Notwithstanding anything to the contrary contained herein it Is expressly agreed that nothing
contained in this Agreement shall be construed to contain a covenant, either express or implied,
to either commence the operation of a business or thereafter continuously operate a business by
Wal-Mart on the Wal-Mart Tract Developer recognizes and agrees that Wal-Mart may, at Wal-
Mart's sole discretion and at any time during the tern of this Agreement, cease the operation of
Its business on the Wal-Mart Tract, and Developer hereby waives any legal action for damages
or for equitable relief which might be available to Developer because of such cessation of
business activity by Wal-Mart
3 Competing Business Developer covenants that as long as Wal-Mart, or any
affiliate of Wal-Mart, is the user of the Wal-Mart Tract, either as owner or lessee, no space in or
portion of the Developer Tract or the Outparcels, and no space in or portion of any other real
property adjacent to the Shopping Center which may subsequently be acquired by Developer,
shall be leased or occupied by or conveyed to any other party for use as (i) a facility dispensing
gasoline or fuel from pumps, (II) a membership warehouse club, (u1) a pharmacy, (iv) a discount
department store or other discount store, as such terms are defined below, (v) a variety, general
or "dollar" store containing more than 15,000 square feet of building space, (vi) a grocery store
or supermarket as such terms are defined below, or (vu) as any combination of the foregoing
uses In the event of a breach of this covenant, Wal-Mart shall have the right to terminate this
Agreement and to seek any and all remedies afforded by either law or equity, including, without
limitation, the rights to injunctive relief "Grocery store" and ` supermarket", as those terms are
used herein, shall mean a food store or a food department containing more than 10,000 square
feet of building space used for the purpose of selling food for off premises consumption, which
shall include but not be limited to the sale of dry, refrigerated or frozen groceries, meat, seafood,
poultry, produce, delicatessen or bakery products, refrigerated or frozen dairy products, or any
grocery products normally sold in such stores or departments "Discount department store"
24�20107 3 0>1304 1021C 03185414 2

and/or `discount store", as those terms are used herein, shall mean a discount department store or
discount store containing more than 35,000 square feet of building space used for the purpose of
selling a full line of hard goods and soft goods (e g clothing, cards, gifts, electronics, garden
supplies, furniture, lawnmowers, toys, health and beauty aids, hardware items, bath accessories
and auto accessories) at a discount in a retail operation similar to that of Wal-Mart
4 Buildings
4 1 Design and Construction The Buildings constructed on the Shopping
Center shall be designed so that the exterior elevation of each shall be architecturally and
aesthetically compatible and so that building wall footings shall not encroach from one Tract or
Outparcel onto another Tract or Outparcel except as provided for in Subsection 4 4 below The
design and construction shall be of high quality No improvements shall be constructed, erected
or expanded or altered on the Outparcels until the plans for the same (including site layout,
exterior building materials and colors and parking) have been approved in writing by Developer
No building constructed on the Wal-Mart Tract or the Developer Tract shall exceed 35'
(including all mechanical improvements and architectural embellishments) in height above
finished grade No building constructed on the Outparcels shall exceed 22' (including all
mechanical improvements and architectural embellishments) in height, as measured from the
mean finished elevation of the parking area of the Shopping Center No building shall have a
metal exterior
42 Location/Size No building shall be constructed on the Shopping Center
(as either immediate development or future expansion) except within the Building Areas Any
buildings located on the Outparcels shall not exceed 7,500 square feet in size Any rooftop
equipment constructed on the buildings located on the Outparcels shall be screened in a manner
satisfactory to the Developer
43 Fire Protection Any building constructed in the Shopping Center shall be
constructed and operated in such a manner which will preserve the sprinklered rate on the other
buildings in the Shopping Center
44 Easements In the event building wall footings encroach from one Tract
onto the other Tract, despite efforts to avoid that occurrence, the party onto whose Tract the
footings encroach shall cooperate in granting an encroachment permit or easement to the party
whose building wall footings encroach
5 Common Areas
5 1 Grant of Easements Each party, as grantor, hereby grants to the other
party, as grantee, and to the agents, customers, invitees, licensees, tenants and employees of
grantee, a nonexclusive easement over, through and around the Wal-Mart Tract and the
Developer Tract for roadways, walkways, ingress and egress, parking of motor vehicles, loading
and unloading of commercial and other vehicles, and the use of facilities installed for the comfort
and convenience of customers, invitees, licensees, tenants and employees of all businesses and
occupants of the buildings constructed on the Building Areas located on the Wal-Mart Tract and
the Developer Tract Wal-Mart and Developer hereby grant for the benefit of the Outparcels,
24�20107 3 051304 1021C 03183414 3

54 Water Flow Developer, hereby establishes and grants a nonexclusive
easement for the benefit of the owner of each Tract or Outparcel to use, maintain and repair any
storm water drainage system (the "Storm Drainage System") now or hereafter located on either
Tract or any Outparcel, together with the right to discharge surface water runoff across portions
of either Tract or any Outparcel in accordance with the design of the Storm Drainage System
Any alteration in the natural water flow which may occur as a natural consequence of normal
construction activities and the existence of the party's improvements substantially as shown on
Exhibit A-2 (including without limitation building and building expansion, curbs, drives and
paving) shall be permitted
6 Development, Parking Ratios, Maintenance, and Taxes
61 Development The arrangement of the Common Areas shall not be
changed in a manner inconsistent with the provisions of this Agreement
62 Wal-Mart Tract and Developer Tract `Parking Ratio" Each party hereto
agrees that at all times there shall be independently maintained on the Developer Tract and Wal-
Mart Tract parking area sufficient to accommodate not fewer than 5 0 car spaces for each 1,000
square feet of building or buildings on such Tract
63 Outparcel "Parkin Ratio" atio" Developer agrees that at all times there shall
be independently maintained on each Outparcel parking area sufficient to accommodate not
fewer than (1) 15 spaces for every 1,000 square feet of building space for any restaurant or
entertainment use in excess of 5,000 square feet, (the same ratio shall be provided for a
McDonald's Restaurant, notwithstanding a building footprint of less than 5,000 square feet), or
(it) 10 spaces for every 1,000 square feet of building space for any restaurant or entertainment
use less than 5,000 square feet (subject to the exception above), or (111) 6 0 spaces per 1,000
square feet of building space for any other use
64 Maintenance
(1) Standards The Outparcels shall be kept neat, orderly, planted in
grass and trimmed until improved and constructed Following completion of the improvements
on the Common Areas, the parties hereto shall maintain the Common Areas in good condition
and repair The maintenance is to include, without limitation, the following
(a) Maintaining the surfaces in a level, smooth and evenly -
covered condition with the type of surfacing material originally installed or such substitute as
shall in all respects be equal in quality, use, and durability,
(b) Removing all papers, ice and snow, mud and sand, debris,
filth and refuse and thoroughly sweeping the area to the extent reasonably necessary to keep the
area in a clean and orderly condition,
(c) Placing, keeping in repair and replacing any necessary
appropriate directional signs, markers and lines,
24520107 3 051304 1021C 03183414 5

(d) Operating, keeping in repair and replacing, where
necessary, such artificial lighting facilities as shall be reasonably required,
(e) Maintaining all perimeter and exterior building walls
including but not limited to all retaining walls in a good condition and state of repair,
(f) Maintaining, mowing, weeding, trimming and watering all
landscaped areas and making such replacements of shrubs and other landscaping as is necessary,
and
(g) Maintaining elements of the Storm Drainage System
(2) Expenses The respective owners shall pay the maintenance
expense of their Tracts or Outparcels
(3) ByAgent Subject to the mutual agreement of the parties hereto, a
third party may be appointed as an agent of the parties to maintain the Common Areas in the
manner as above outlined Said thud party may receive for such agency a fee that is mutually
acceptable to all parties to cover supervision, management, accounting and similar fees, which
sums are to be included in the general maintenance expense paid by the respective owners of the
Common Areas
65 Taxes Each of the parties hereto agrees to pay or cause to be paid, prior
to delinquency, directly to the appropriate taxing authorities all real property taxes and
assessments which are levied against that part of the Common Areas owned by it
7 Signs No rooftop sign shall be erected on the building constructed on the
Outparcels No freestanding identification sign may be erected on the Outparcels without
approval of the Developer, and in no event shall such freestanding identification sign exceed the
height of the shopping center pylon sign or block the visibility of the Wal-Mart Store
Notwithstanding the foregoing, there may be erected entrance -exit signs to facilitate the free flow
of traffic, which entrance -exit signs shall be of a monument type, not to exceed 3'3" in height,
the type and location of such signs to be approved by Developer No sign shall be located on the
Common Areas on the Wal-Mart Tract and the Developer Tract except signs advertising
businesses conducted thereon, of which, there shall be no more than 2 signs on the Common
Areas on the Wal-Mart Tract and 2 signs on the Common Areas on the Developer Tract No
signs shall obstruct the ingress and egress shown on Exhibit A-2
8 Indemnification/Insurance
8 1 Indemnification Each party hereby indemnifies and saves the other party
harmless from any and all liability, damage, expense, causes of action, suits, claims, or
judgments arising from personal injury, death, or property damage and occurring on or from its
own Tract or Outparcel, except if caused by the act or negligence of the other party hereto
24520107 3 051304 1021C 0318A14 6

8 2 Insurance
(1) Each owner of any portion of the Shopping Center shall procure
and maintain in full force and effect throughout the term of this Agreement general public
liability insurance and property damage insurance against claims for personal injury, death or
property damage occurring upon, in or about its property, each party's insurance to afford
protection to the limit of not less than $5,000,000 00 for injury or death of a single person, and to
the limit of not less than $5,000,000 00 for any one occurrence, and to the limit of not less than
$5,000,000 00 for property damage Each party shall provide the other party with certificates of
such insurance from time to time upon written request to evidence that such insurance is in force
Such insurance may be written by additional premises endorsement on any master policy of
insurance carried by the party which may cover other property in addition to the property
covered by this Agreement Such insurance shall provide that the same may not be canceled
without ten (10) days prior written notice to Wal-Mart and the Developer
(2) At all times during the term of this Agreement, each party shall
keep improvements on its property insured against loss or damage by fire and other perils and
events as may be insured against under the broad form of Uniform Extended Coverage Clause in
effect from time to time in the state in which the parties respective properties are located, with
such insurance to be for the full replacement value of the insured improvements The owner of a
Tract or Outparcel shall pay for any increase in the cost of insuring the improvements on the
other Tracts or Outparcels if such increase is due to the use by such owner or its tenant(s)
(3) Policies of insurance provided for in this Section 8 shall name
Wal-Mart and Developer as insureds
(4) Each owner of any portion of the Shopping Center for itself and its
property insurer hereby releases the other owners of portions of the Shopping Center from and
against any and all claims, demands, liabilities or obligations whatsoever for damage to property
or loss of rents or profits resulting from or in any way connected with any fire or other casualty
whether or not such fire or other casualty shall have been caused by the negligence or the
contributory negligence of the party being released or by any agent, associate or employee of the
party being released, this release being to the extent that such damage or loss is covered by the
property insurance which the releasing party is obligated hereunder to carry, or, if the releasing
party is not carrying that insurance, then to the extent such damage or loss would be covered if
the releasing party were carrying that insurance
(5) Notwithstanding anything to the contrary contained in this Section
8, so long as the net worth of Wal-Mart shall exceed $100,000,000 00, and so long as Wal-Mart
is owner or Lessee of the Wal-Mart Tract, Wal-Mart shall have the right to retain (in whole or in
part) the financial risk for any claim
9 Eminent Domain
9 1 Owner's Right To Award Nothing herein shall be construed to give
either party any interest in any award or payment made to the other party in connection with any
exercise of eminent domain or transfer in lieu thereof affecting said other party's Tract or
24520107 3 0�1304 1021C 03185414 7

Outparcel giving the public or any government any rights in said Tract or Outparcel In the event
of any exercise of eminent domain or transfer in lieu thereof of any part of the Common Areas
located in the Shopping Center, the award attributable to the land and improvements of such
portion of the Common Areas shall be payable only to the owner thereof, and no claim thereon
shall be made by the owners of any other portion of the Common Areas
92 Collateral Claims All other owners of the Common Areas may file
collateral claims with the condemning authority for their losses which are separate and apart
from the value of the land area and improvements taken from another owner
93 Tenant's Claim Nothing in this Section 9 shall prevent a tenant from
making a claim against an owner pursuant to the provisions of any lease between tenant and
owner for all or a portion of any such award or payment
94 Restoration Of Common Areas The owner of any portion of the Common
Areas so condemned shall promptly repair and restore the remaining portion of the Common
Areas within its respective Tract or Outparcel as nearly as practicable to the condition of the
same immediately prior to such condemnation or transfer, to the extent that the proceeds of such
award are sufficient to pay the cost of such restoration and repair and without contribution from
any other owner
10 Rights And Obligations Of Lenders Any holder of a first lien on any portion of
the Shopping Center, and any assignee or successor in interest of such first penholder, shall be
subject to the terms and conditions of this Agreement
I 1 Release from Liability Any person acquiring fee or leasehold title to any portion
of the Shopping Center shall be bound by this Agreement only as to the Tract, Outparcel or
portion of the Tract or Outparcel acquired by such person In addition, such person shall be
bound by this Agreement only during the period such person is the fee or leasehold owner of
such Tract, Outparcel or portion of the Tract or Outparcel, except as to obligations, liabilities or
responsibilities that accrue during said period Although persons may be released under this
Section, the easements, covenants and restrictions in this Agreement shall continue to be benefits
to and servitudes upon said tracts running with the land
12 Breach In the event of breach or threatened breach of this Agreement, only all of
the record owners of the Wal-Mart Tract as a group, or all record owners of the Developer Tract
as a group, or Wal-Mart so long as it or any affiliate has an interest as owner or lessee of the
Wal-Mart Tract or Developer so long as it or any affiliate has an interest as owner or lessee of
the Developer Tract, shall be entitled to institute proceedings for full and adequate relief from the
consequences of said breach or threatened breach Notwithstanding the foregoing, all of the
record owners of an Outparcel shall be entitled to take any action permitted by this Agreement
with respect to the breach of Sections 5 1, 6 4, 6 5, 8 1, 8 2(4) and 9
13 Rights of Successors The easements, restrictions, benefits and obligations
hereunder shall create mutual benefits and servitudes running with the land This Agreement
shall bind and inure to the benefit of the parties hereto, their respective heirs, representatives,
24520107 3 051304 1021C 03185414 8

lessees, successors and assigns The singular number includes the plural and the masculine
gender includes the feminine and neuter
14 Document Execution, Modification and Cancellation It is understood and agreed
that until this document is fully executed by both Developer and Wal-Mart there is not and shall
not be an agreement of any kind between the parties hereto upon which any commitment,
undertaking or obligation can be founded This Agreement (including exhibits) may be modified
or canceled only by the mutual agreement of (a) Wal-Mart as long as it or Its affiliate has any
interest as either owner or Lessee of the Wal-Mart Tract, or Its successors in interest, and (b)
Developer, as long as it or Its affiliate has any interest as either owner or Lessor of the Developer
Tract, or Its successors in interest
15 Non -Merger So long as Wal-Mart or Its affiliate is owner or lessee of the Wal-
Mart Tract, this Agreement shall not be subject to the doctrine of merger
16 Duration Unless otherwise canceled or terminated, all of the easements granted
in this Agreement shall continue in perpetuity and all other rights and obligations hereof shall
automatically terminate and be of no further force and effect after ninety-nine (99) years from
the date hereof
17 Headings The headings herein are inserted only as a matter of convenience and
for reference and in no way define, limit or describe the scope or intent of this document nor in
any way affect the terms and provisions hereof
18 Entire Agreement This Agreement constitutes the entire agreement between the
parties hereto The parties do not rely upon any statement, promise or representation not herein
expressed, and this Agreement once executed and delivered shall not be modified or altered in
any respect except by a writing executed and delivered in the same manner as required by this
document
19 Transfer of Interests, Notices
19 1 Transfer of Interests In the event that any person or entity (the
Acquiring Party") shall acquire a fee or mortgage interest in any tract subject to this Agreement,
or any portion thereof, the Acquiring Party shall execute and file in the land records of
Richmond County, North Carolina, a statement setting forth the name of the Acquiring Party, the
address of the Acquiring Party to which all notices for the purposes of this Agreement may be
sent, the nature of the interest held by the Acquiring Party, and the date that such interest was
acquired (the "Notice Statement') Contemporaneously with such filing, the Acquiring Party
shall also send by certified mail, return receipt requested, a copy of such Notice Statement to all
other persons or entities then holding fee or mortgage interests in any tract subject to this
Agreement, or any portion thereof, as reflected by the Notice Statements then of record in the
land records of Richmond County, North Carolina (the "Existing Interest Holders") Until such
time as an Acquiring Party files and mails such Notice Statement in accordance with the terms of
this Section 19 1, it shall not be entitled to receive any notice required or permitted to be given
under this Agreement, and the Existing Interest Holders shall have no obligation to give any such
notice to the Acquiring Party Any change of address shall require the filing and mailing of a
24�20107 3 051304 1021C 03185414 9

new Notice Statement It is understood and agreed that the provisions of this Section 19 1
regarding the recordation of the Notice Statement are satisfied with respect to Developer and
Wal-Mart
192 Notices All notices and other communications required or permitted to be
given hereunder shall be in writing and shall be mailed by certified or registered mail, postage
prepaid, or by Federal Express, Airborne Express, or similar overnight delivery service,
addressed as follows
Wal-Mart Wal-Mart Real Estate Business Trust
702 S W 8th Street
Bentonville, AR 72716
Attention President (Store No 1010-02)
With a cony to
Wal-Mart Stores, Inc
Attention Property Management, State of North Carolina
2001 S E loth Street
Bentonville, AR 72716-0550
Developer WR of Rockingham, L L C
2361 South Centennial Avenue
Aiken, SC 29803
Notices shall be effective upon receipt or refusal In the event that any person acquires a
fee interest in the Shopping Center said person shall be entitled to provide a request for notice to
the addressees listed above, which request, in order to be effective, must also be recorded in the
county recorder's office in the county in which the Shopping Center is located Any party shall
be entitled to change its address for notice by providing notice of such change and recording a
copy of the notice of such change in the county recorder's office in the county recorder's office
in the county in which the Shopping Center located Until such time as the notice of change is
effective pursuant to the terms of this Section 19 and until such time as it is recorded as required
above, the last address of said party shall be deemed to be the proper address of said party
20 Consent The owner of the Wal-Mart Tract agrees that for so long as a lease of all
or a portion of the Wal-Mart Tract is in effect, whenever the consent of the owner of the Wal-
Mart Tract is required under the Agreement, the owner of the Wal-Mart Tract will give such
consent only after obtaining Wal-Mart's consent
21 Obligations of the Owner of the Wal-Mart Tract Wal-Mart hereby agrees that so
long as a lease of all or a portion of the Wal-Mart Tract is in effect, it will satisfy the obligations
of the owner of the Wal-Mart Tract hereunder, and will hold harmless and indemnify the owner
of the Wal-Mart Tract from any and all loss, damage, expense, fees, claims, costs, and liabilities,
including, but not limited to, attorneys' fees and costs of litigation, arising out of this Agreement,
24520107 3 051304 1021C 03183414 10

except for those arising out of the acts or omissions of the owner of the Wal-Mart Tract or it's
employees, agents, contractors or invitees
22 Counterparts This Agreement may be executed in one or more counterparts each
of which in the aggregate shall constitute one and the same instrument
24�2010730513041021C 03185414 11

IN WITNESS WHEREOF, the parties have executed this Agreement the day and year
first written above
WAL-MART REAL ESTATE BUSINESS
TRUST, a Delaware statutory trust
By
Name
Title
Date
"Wal-Mart"
WR OF ROCKINGHAM, L L C , a South
Carolina limited liability company
By WRS, Inc , a South Carolina corporation,
its Manager
By _
Name
Title
Date
"Developer"
245201073 OD13041021C 0318�414 12

State of Arkansas
County of Benton
The foregoing instrument was acknowledged before me this day of
, 2004, by , an
of Wal-Mart Real Estate Business Trust, a Delaware statutory trust, on behalf of the statutory
trust
Notary Public
My commission expires
[NOTARIAL SEAL]
State of
County of
The foregoing instrument was acknowledged before me this day of
, 2004, by , the of
WR OF ROCKINGHAM, L C C , a South Carolina limited liability company, on behalf of the
limited liability company
My commission expires
Notary Public
[NOTARIAL SEAL]
24520107 3 051304 1021C 03185414 13

EXHIBIT A-1
(Site plan showing Wal-Mart Tract, Developer Tract and Outparcels)
2452010730�13041021C 03185414 14

r1�
<� ilm •:e rc y
oe
En
0
9rtm
e
1cu
�{3
cn
M !1T
�r
r
yr$'
7N
�a
Tw DEVELOPER TRACT
V
� rr
m
...
0
H
A'
r m w
17
OUTPARCEL 1 roe USi,50 —— — —__
-�C/L OF PRONGPALLING CREEK
IS5 THE THE PROPERTY
LINE
/ L Llvl ;
WAL-MART TRACT
J3i541
j vW
i
1

EXHIBIT A-2 TO ECR
s
1
111fi�
�I
f `n
6'
a�
r,
I
2
OC
f
s
m
;\\ —�'�
3�
i
y J P
�
nmm i.nni n w n
U
umiaiiiirii��
a
a
DEVELOPER TRACT
ry
O
O
i
1
,
'
i
BUILDING AREA
OUTPARCEL 2
i
F
W
I�I
"This map is not a certified survey and has not been reviewed by a
local government agency for compliance with any applicable land
development regulations,"

EXHIBIT B
(Wal-Mart Tract legal description)
Those certain tracts or parcels of land together with any improvements thereon, lying and being
in the City of Rockingham, Richmond County, North Carolina, shown and designated as Lot I
containing 43 432 acres and Lot 5 containing 0 696 acres, more or less, on that certain final plat
prepared by Freeland's Associates, Inc, dated July 20, 2003 and recorded on 2004,
in the Register of Deeds Office of Richmond County, North Carolina, in Slide
Plat
24�20107 3 051304 1021C 03185414

EXHIBIT C
(Developer Tract and Outparcels legal description)
Those certain tracts or parcels of land together with any improvements thereon, lying and being
in the City of Rockingham, Richmond County, North Carolina, shown and designated as Lot 2
containing 5 689 acres, Lot 4 containing 2 085 acres, and Lot 6 containing 1 389 acres, more or
less, on that certain final plat prepared by Freeland's Associates, Inc, dated July 20, 2003 and
recorded on , 2004, in the Register of Deeds Office of Richmond County, North
Carolina, in Slide , Plat
24�20107 3 031304 1021C 0318A14 19

REGULATIONS AND
OPERATING AGREEMENT
OF
LELAND RETAIL INVESTMENT, L L C
THESE REGULATIONS AND OPERATING AGREEMENT of LELAND RETAIL
INVESTMENT, L L C , a limited liability company organized pursuant to the South Carolina
Uniform Limited Liability Company Act of 1996 are entered into and shall be effective as of the
Effective Date, by and among the Company and the persons executing this Agreement as
Members
WITNESSETH
ARTICLE I
DEFINITIONS
For purposes of this Company Agreement (as defined below), unless the context clearly
indicates otherwise, the following terms shall have the following meanings
I Act The South Carolina Limited Liability Company Act and any successor
statute, as amended from time to time
2 Additional Member A Member other than an Initial Member or a Substitute
Member who has acquired a Membership Interest from the Company
3 Admission Agreement The Agreement between an Additional Member and the
Company described in Article XIII
4 Articles The Articles of Organization of the Company as properly adopted and
amended from time to time by the Members and filed with the Secretary of State of the State of
South Carolina
5 Assignee A transferee of a Membership Interest who has not been admitted as a
Substituted Member
6 Bankrupt Member A Member who (i) has become the subject of an Order for
Relief under the United States Bankruptcy Code, (u) has initiated, either in an original Proceeding
or by way of answer in any state insolvency or receivership proceeding, an action for liquidation
arrangement, composition, readjustment, dissolution, or similar relief, or (in) is bankrupt as
defined in the Act
7 Business Day Any day other than Saturday, Sunday or any legal holiday on
which banks in the State of South Carolina generally are closed

8 Capital Account The account maintained for a Member or Assignee determined
in accordance with Article V11I
9 Capital Contribution Any contribution of Property, services or the obligation to
contribute Property or services made by or on behalf of a Member or Assignee to the capital of
the Company
10 Code The Internal Revenue Code of 1986 and any successor statute, as
amended from time to time
I 1 Commitment The Capital Contributions that a Member or Assignee is obligated
to make
12 Company LELAND RETAIL INVESTMENT, L L C , a limited liability
company formed under the laws of the State of South Carolina, and any successor limited liability
company
13 Company Agreement This Regulations and Operating Agreement including all
Admission Agreements and amendments adopted in accordance with the Company Agreement
and the Act
14 Company Liability Any enforceable debt or obligation for which the Company
is liable or which is secured by any Company Property
15 Company Minimum Gam An amount determined by first computing for each
Company Nonrecourse Liability any gam the Company would realize if it disposed of the
Company Property subject to that liability for no consideration other than full satisfaction of the
liability, and then aggregating the separately computed gams The amount of Company
Minimum Gam includes such minimum gam arising from a conversion, refinancing, or other
change to a debt instrument, only to the extent a Member is allocated a share of that minimum
gam For any Taxable Year, the net increase or decrease in Company Minimum Gam is
determined by comparing the Company Minimum Gam on the last day of the immediately
preceding Taxable Year with the Minimum Gam on the last day of the current Taxable Year
Notwithstanding any provision to the contrary contained herein, Company Minimum Gam and
increases and decreases in Company Minimum Gam are intended to be computed in accordance
with §704 of the Code and the Treasury Regulations issued thereunder, as the same may be issued
and interpreted from time to time A Member's share of Company Minimum Gam at the end of
any Taxable Year equals the sum of Nonrecourse Deductions allocated to that Member (and to
that Member's predecessors in interest) up to that time and the distributions made to that Member
(and to that Member's predecessors in interest) up to that time of proceeds of a nonrecourse
liability allocable to an increase in Company Minimum Gam minus the sum of that Member's
(and that Member's predecessors' in interest) aggregate share of the net decreases in Company
Minimum Gam plus their aggregate share of decreases resulting from revaluations of Company
Property subject to one or more Company Nonrecourse Liabilities
16 Company Nonrecourse Liability A Company Liability to the extent that no
Member or Related Person bears the economic risk of loss (as defined in § 1 752-2 of the Treasury
Regulations) with respect to the liability
17 Company Property Any Property owned by the Company

18 Contributing Members Those members making contributions as a result of the
failure of a Delinquent Member to make the contributions required by the commitment as
described in Article Vill
19 Default Interest Rate A rate per annum equal to the lesser of (a) the maximum
legal rate permitted by applicable law, or (b) the then -current prime rate quoted by Wachovia
Bank, N A plus three percent
20 Delinquent Member A Member or Assignee who has failed to meet the
Commitment of that Member or Assignee
21 Distribution A transfer of Property to a member on account of a Membership
Interest as described in Article IX
22 Disposition (Dispose) Any sale, assignment, transfer, exchange, mortgage,
pledge, grant, hypothecation, or other transfer, absolute or as security or encumbrance (including
dispositions by operation of law)
23 Dissociation Any action which causes a Person to cease to be a Member as
described in Article XII hereof
24 Dissolution Event An event, the occurrence of which will result in the
dissolution of the Company under Article XIV unless the Members agree to the contrary
25 Effective Date The date defined in Article 11
26 Immediate Family A Member's Immediate Family includes the Member's
spouse, children (including natural, adopted and stepchildren), grandchildren, and parents, any
trust for the benefit of any one or more of the foregoing or any corporation or other entity in
which any one or more of the foregoing may have a controlling interest
27 Initial Capital Contribution The Capital Contribution agreed to be made by the
Initial Members as described in Article Vlll
28 Initial Members Those persons identified on Exhibit "A" attached hereto and
made a part hereof by this reference who have executed the Company Agreement
29 Ma on The affirmative vote or consent of Members (m interest, not number)
described as a "Majority" in Article Vi hereof
30 Management Right The right of a Member to participate in the management of
the Company, including the rights to information and to consent or approve actions of the
Company
31 Manager A person or entity, who may or may not be a Member, selected to
manage the affairs of the Company under Article ViI hereof The plural term Managers may be
used herein even in the event there is only one Manager
32 Member Initial Member, Substituted Member or Additional Member, and,
unless the context expressly indicates to the contrary, includes Assignees
3

33 Member Minimum Gam An amount determined by first computmg for each
Member Nonrecourse Liability any gam the Company would realize if it disposed of the
Company Property subject to that liability for no consideration other than full satisfaction of the
liability, and then aggregating the separately computed gams The amount of Member Minimum
Gam includes such minimum gam arising from a conversion, refinancing, or other change to a
debt instrument, only to the extent a Member is allocated a share of that minimum gain For any
Taxable Year, the net increase or decrease in Member Minimum Gam is determined by
comparing the Member Minimum Gain on the last day of the immediately preceding Taxable
Year with the Minimum Gain on the last day of the current Taxable Year Notwithstanding any
provision to the contrary contained herein, Member Minimum Gain and increases and decreases
in Member Minimum Gain are intended to be computed in accordance with §704 of the Code and
the Treasury Regulations issued thereunder, as the same may be issued and interpreted from time
to time
34 Member Nonrecourse Liability Any Company Liability to the extent the
liability is nonrecourse under state law, and on which a Member or Related Person bears the
economic risk of loss under §1 752-2 of the Code and the Treasury Regulations because, for
example, the Member or Related Person is the creditor or a guarantor
35 Membership Interest The rights of a Member or, in the case of an Assignee, the
rights of the assigning Member in Distributions (liquidating or otherwise) and allocations of the
profits, losses, gains, deductions, and credits of the Company
36 Money Cash or other legal tender of the United States, or any obligation that is
immediately reducible to legal tender without delay or discount Money shall be considered to
have a fair market value equal to its face amount
37 Net Losses The losses and deductions of the Company determined in
accordance with accounting principles consistently applied from year to year employed under the
method of accounting adopted by the Company and as reported separately or in the aggregate, as
appropriate, on the tax return of the Company filed for federal income tax purposes
38 Net Profits The income and gams of the Company determined in accordance
with accounting principles consistently applied from year to year employed under the method of
accounting adopted by the Company and as reported separately or in the aggregate, as
appropriate, on the tax return of the Company filed for federal income tax purposes
39 Nonrecourse Liabilities Nonrecourse liabilities include Company Nonrecourse
Liabilities and Member Nonrecourse Liabilities
40 Notice Notice shall be in writing All notices, requests or consents provided for
or permitted to be given under this Company Agreement shall be considered given either by
depositing that writing in the United States mail, addressed to the recipient, postage paid and
registered or certified with return receipt requested, or by delivering that writing to the recipient
in person, by courier or by facsimile transmission All notices, requests and consents to be sent to
a Member shall be sent to or made at the address reflected in the Company Agreement unless the
Member has given the Company a Notice of a different address
41 Offsettable Decrease Any allocation that unexpectedly causes or increases a
deficit in the Member's Capital Account as of the end of the taxable year to which the allocation
A

relates attributable to depletion allowances under § 1704(b)(2)(rv)(k) of the Treasury Regulations,
allocations of loss and deductions under §§704(e)(2) or 706 of the Code or under § 1 751-1 of the
Treasury Regulations, or distributions that, as of the end of the year are reasonably expected to be
made to the extent they exceed the offsetting increases to such Member's Capital Account that
reasonably are expected to occur during or (pnor to) the taxable years in which the such
distributions are expected to be made (other than increases pursuant to a Minimum Gam
Chargeback as described in Article iX)
42 Organization A Person other than a natural person Organization includes,
without limitation, corporations (both nonprofit and other corporations), partnerships (both
limited and general), Joint ventures, limited liability companies, and unincorporated associations,
but the term does not include Joint tenancies and tenancies by the entirety
43 Organization Expenses Those expenses incurred in the organization of the
Company including the costs of preparation of the Company Agreement and Articles
44 Permitted Transferee Any member of the Member's Immediate Family, any
Trust established for a member of the Immediate Family, or an Organization controlled by such
Member or by members of the Member's immediate Family
45 Person An individual, partnership, trustee, trust, estate, executor, or any
incorporated or unincorporated organization permitted to be a member of a limited liability
company under the laws of the State of South Carolina
46 Proceeding Any judicial or administrative trial, hearing or other activity, civil,
criminal or investigative, the result of which may be that a court, arbitrator, or governmental
agency may enter a Judgment, order, decree, or other determination which, if not appealed and
reversed, would be binding upon the Company, a Member or other person subject to the
jurisdiction of such court, arbitrator, or governmental agency
47 ProveProveM Any property (including the Tract and Improvements) real or personal,
tangible or intangible, including money and any legal or equitable interest in such property,
owned by the Company, but excluding services and promises to perform services in the future
48 Related Person A person having a relationship to a Member that is described in
§ 1752-4(b) of the Treasury Regulations
49 Resi ng ation The act by which a Manager ceases to be a Manager
50 Sharing Ratio (i) Stephen W Ramer 60%, (u) T Scott Smith 30%, (m)
Arthur J Kepes 10%
51 Substitute Member An Assignee who has been admitted to all of the rights of
membership pursuant to the Company Agreement
52 Taxable Year The taxable year of the Company as determined pursuant to §706
of the Code
53 Taxing Jurisdiction Any state, local, or foreign government that collects tax,
interest or penalties, however designated, on any Member's share of the income or gam
attributable to the Company

54 Treasury Regulations Except where the context indicates otherwise, the
permanent, temporary, proposed, or proposed and temporary regulations of Department of the
Treasury under the Code as such regulations may be lawfully changed from time to time
ARTICLE II
FORMATION
1 Organization The Members hereby organize the Company as a South Carolina
limited liability company pursuant to the provisions of the Act
2 Agreement For and in consideration of the mutual covenants herein contained
and for other good and valuable consideration, the receipt and sufficiency of which is hereby
acknowledged the Members executing the Company Agreement hereby agree to the terms and
conditions of the Company Agreement, as it may from time to time be amended according to its
terms It is the express intention of the Members that the Company Agreement shall be the sole
source of agreement of the parties, and, except to the extent a provision of the Company
Agreement expressly incorporates federal income tax rules by reference to sections of the Code or
Treasury Regulations or is expressly prohibited or ineffective under the Act, the Company
Agreement shall govern, even when inconsistent with, or different than, the provisions of the Act
or any other law or rule To the extent any provision of the Company Agreement is prohibited or
ineffective under the Act, the Company Agreement shall be considered amended to the smallest
degree possible in order to make the agreement effective under the Act in the event the Act is
subsequently amended or interpreted in such a way to make any provision of the Company
Agreement that was formerly invalid valid, such provision shall be considered to be valid from
the effective date of such interpretation or amendment
3 Name The name of the company is LELAND RETAIL INVESTMENT,
L L C , and all business of the Company shall be conducted under that name or under any other
name selected by the Members, but in any case, only to the extent permitted by applicable law
4 Effective Date The Company Agreement shall become effective upon the filing
and acceptance of the Company's Articles of Organization with the Secretary of State of the State
of South Carolina
5 Term The Company shall be dissolved and its affairs wound up in accordance
with the Act and the Company Agreement on December 31, 2035, unless the term shall be
extended by amendment to the Company Agreement and the Articles, or unless the Company
shall be sooner dissolved and its affairs wound up in accordance with the Act or the Company
Agreement
6 Registered Agent and Office The registered agent for the service of process and
the registered office shall be that Person and location reflected in the Articles as filed in the office
of the Secretary of State of the State of South Carolina The Manager, may, from time to time,
change the registered agent or office through appropriate filings with the Secretary of State of the
State of South Carolina in the event the registered agent ceases to act as such for any reason or
the registered office shall change, the Manager shall promptly designate a replacement registered
agent or file a notice of change of address as the case may be if the Manager shall fail to
designate a replacement registered agent or change of address of the registered office, any
Member may designate a replacement registered agent or file a notice of change of address
e

7 Principal Office The Principal Office of the Company shall be located at 2361
South Centennial Ave, Aiken, South Carolina 29803
ARTICLE III
NATURE OF BUSINESS
The purposes of the Company include, but are not limited to (a) owning, operating,
managing, and leasing the Company Property, (b) mortgaging, selling, exchanging or otherwise
encumbering or disposing of the Company Property or any portion of or interest therein, and (c)
in general, the making of any investments or expenditures, the borrowing of money and the
taking of any and all other actions which are incidental or reasonably related to any of the specific
purposes recited in (a) and (b) above The Company shall have the authority to do all things
necessary or convenient to accomplish its purpose and operate its business as described in this
Article iII The Company exists only for the purpose specified in this Article ill, and may not
conduct any other business without the unanimous consent of the Members The authority
granted to the Manager hereunder to bind the Company shall be limited to actions necessary or
convenient to this business
I Records to be Maintained The Company shall maintain the following records at
the Principal Office and any other records required by the Act
1 1 A current list of the full name and last known mailing address of
each Member and his percentage or other interest in the Company,
1 2 A copy of the Articles and all amendments thereto, together with
executed copies of any powers of attorney pursuant to which any organization
documents have been executed,
1 3 Copies of the Company's federal, foreign, state and local income
tax returns and reports, if any, for the six most recent years,
1 4 Copies of the Company Agreement including all amendments
thereto,
1 5 Any financial statements of the Company for the three most
recent years,
1 6 A writing or other data compilation from which information can
be obtained through retrieval devices into reasonably usable form setting forth
the following
1 61 the amount of cash and a description and
statement of the agreed value of the other property or services
contributed by each Member and which each Member has agreed
to contribute,
1 6 2 the times at which or events on the happening of
which any additional Commitments agreed to be made by each
Member are to be made,

1 6 3 any right of a Member to receive, or of the
Company to make, distributions to a Member which include a
return of all or any part of the Member's Capital Contribution,
and
1 6 4 any events upon the happening of which the
Company is to be dissolved and its affairs wound up
2 Reports to Members
2 1 The Manager shall provide reports at least annually to the
Members other than Assignees at such time and in such manner as the Manager
may determine reasonable
22 The Manager shall provide all Members with those information
returns required by the Code and the laws of any state
3 Accounts The Manager shall maintain a record of Capital Account for each
Member in accordance with Article VIII
ARTICLE IV
INTENTIONALLY OMITTED
ARTICLE V
NAMES AND ADDRESSES OF MEMBERS
The names and addresses of the Initial Members are as reflected on Exhibit "A" attached
hereto and by this reference made a part hereof as if set forth fully herein
ARTICLE VI
RIGHTS AND DUTIES OF MEMBERS
I Management Rights All Members (other than Assignees) who have not
Dissociated shall be entitled to vote on any matter submitted to a vote of the Members Only
those items specifically referenced in this Paragraph I or Paragraph 3 of Article VII as requiring
the consent of a Majority (or where applicable, a unanimous vote) of the Members shall require
the consent of a Majority (or where applicable, a unanimous vote) of the Members All other
decisions can be made by the Manager Any amendments to this Company Agreement will
require the consent of Majority of the Members as provided in Article XV Notwithstanding the
foregoing, the following actions require the unanimous consent of the Members
I I the admission of Assignees to Management Rights,
1 2 the continuation of the Company after a Dissolution Event
2 Maionty Whenever any matter is required or allowed to be approved by a
Majority of the Members or a Majority of the Remaining Members under the Act or the
Company Agreement, such matter shall be considered approved or consented to upon the
receipt of the affirmative approval or consent, either in writing or at a meeting of the
Members, of Members having Sharing Ratios to excess of one half of the Sharing Ratios of
i?

all the Members entitled to vote on a particular matter Assignees and, in the case of
approvals to withdrawal where consent of the remaining Members is required, dissociating
Members shall not be considered Members entitled to vote for the purpose of determining a
Majority In the case of a Member who has Disposed of that Member's entire Membership
Interest to an Assignee, but has not been removed as provided below, the Sharing Ratio of such
Assignee shall be considered in determining a Majority and such Member's vote or consent shall
be determined by such Sharing Ratio
3 Liability of Members No Member shall be liable as such for the liabilities of the
Company The failure of the Company to observe any formalities or requirements relating to the
exercise of its powers or management of its business or affairs under this Company Agreement or
the Act shall not be grounds for imposing personal liability on the Members or the Manager for
liabilities of the Company
4 Indemnification The Company shall indemnify the Members, Manager, and
agents for all costs, losses, liabilities, and damages paid or accrued by such Member, Manager or
agent in connection with the business of the Company, to the fullest extent provided or allowed
by the laws of the State of South Carolina, provided, however that this indemnity does not apply
to actions constituting bad faith, gross negligence, or breach of the provisions of the Company
Agreement
5 Representations and Warranties Each member, and in the case of an
Organization, the person(s) executing the Company Agreement on behalf of the Organization,
hereby represents and warrants to the Company and each other Member that (a) if that Member
is an Organization, that it is duly organized, validly existing, and in good standing under the law
of its state of organization and that it has full organizational power to execute and agree to the
Company Agreement and to perform its obligations hereunder, (b) that the Member is acquiring
its interest in the Company for the Member's own account as an investment and without an intent
to distribute the interest, (c) the Member acknowledges that the interests have not been registered
under the Securities Act of 1933 or any state securities laws, and may not be resold or transferred
by the Member without appropriate registration or the availability of an exemption from such
requirements
Conflicts of Interest
6 1 A Member shall be entitled to enter into transactions that may be
considered to be competitive with, or a business opportunity that may be
beneficial to, the Company, it being expressly understood that some of the
Members may enter into transactions that are similar to the transactions into
which the Company may enter Notwithstanding the foregoing, Members shall
account to the Company and hold as trustee for it any property, profit, or benefit
derived by the Member, without the consent of the other Members, in the
conduct and winding up of the Company business or from a use or appropriation
by the Member of Company Property including information developed
exclusively for the Company and opportunities expressly offered to the
Company
62 A Member does not violate a duty or obligation to the Company
merely because the Members conduct furthers the Member's own interest A
Member may lend money to and transact other business with the Company The
rights and obligations of a Member who lends money to or transacts business

with the Company are the same as those of a person who is not a Member,
subject to other applicable law No transaction with the Company shall be
voidable solely because a Member has a direct or indirect interest in the
transaction if either the transaction is fair to the Company or the disinterested
Members, to either case knowing the material facts of the transaction and the
Member's interest, authorize, approve, or ratify the transaction
ARTICLE VII
MANAGER OF THE COMPANY
I Original Manager The ordinary and usual decisions concerning the business
affairs of the Company shall be made by the Manager There shall be one Manager who does not
need to be a Member of the Company The initial Manager shall be
WRS Inc
2 Term of Office as Manager No Manager shall have any contractual right to such
position Each Manager shall serve until the earliest of
2 1 the Dissociation of such Manager (but only if such Manager is a
member),
22 removal of the Manager
3 Authority to Bind the Company The Members hereby agree that only the
Manager and authorized agents of the Company shall have the authority to bind the Company
No Member shall take any action as a Member to bind the Company, and shall indemnify the
Company for any costs or damages incurred by the Company as a result of the unauthorized
action of such Member Except as otherwise limited by this Agreement, the Manager has the
power, on behalf of the Company, to do all things necessary or convenient to carry out the
business and affairs of the Company, including, without limitation
3 1 the institution, prosecution and defense of any Proceeding in the
Company's name,
32 the purchase, receipt, lease or other acquisition, ownership,
holding, improvement, use and other dealing with, Property, wherever located,
33 subject to receiving a vote of a Majority of the Members, the
sale, conveyance, mortgage, pledge, lease, exchange, and other disposition of
Property,
34 subject to receiving a vote of a Majority of the Members, the
entering into contracts and guarantees, incurring of liabilities, borrowing money,
issuance of notes, bonds, and other obligations, and, subject to receiving a vote of
a Majority of the Members, the securing of its obligations by mortgage or pledge
of any of its Property or income,
3 5 subject to receiving a vote of a Majority of the Members, the
lending of money, investment and reinvestment of the Company's funds, and
receipt and holding of Property as security for repayment, including, without
10

limitation, the loaning money to, and otherwise helping Members, officers,
employees, and agents,
3 6 the conduct of the Company's business, the establishment of
Company offices, and the exercise of the powers of the Company within or
without the State of South Carolina,
3 7 the appointment of employees and agents of the Company, the
defining of their duties, the establishment of their compensation,
3 8 the payment of Distributions, if available, in the sole discretion
of the Manager,
39 subject to receiving a vote of a Majority of the Members, the
making of donations to the public welfare or for religious, charitable, scientific,
literary or educational purposes,
3 10 subject to receiving a vote of a Majority of the Members, the
payment or donation, or any other act that furthers the business and affairs of the
Company,
3 11 subject to receiving a vote of a Majority of the Members, the
payment of compensation, or additional compensation to any or all Members,
and employees on account of services previously rendered to the Company,
whether or not an agreement to pay such compensation was made before such
services were rendered,
3 12 the purchase of insurance on the life of any of its Members, or
employees for the benefit of the Company,
3 13 subject to receiving a vote of a Majority of the Members, the
participation in partnership agreements, joint ventures, or other associations of
any kind with any person or persons,
3 14 the indemnification of Members or any other Person
4 Actions of the Manager The Manager has the power to bind the Company as
provided in this Article VII To the extent the Company has more than one Manager at any time,
any difference arising as to any matter within the authority of the Managers shall be decided by a
Majority of the Managers No act of a Member in contravention of such determination shall bind
the company to Persons having knowledge of such determination Notwithstanding such
determination, the act of the Manager shall be construed as the act of the Company for the
purpose of apparently carrying on the usual way the business or affairs of the Company, including
the exercise of the authority indicated in this Article Vii, and no person dealing with the
Company shall have any obligation to inquire into the power or authority of the Manager acting
on behalf of the Company
5 Compensation of Manager The Manager shall be reimbursed all reasonable
expenses incurred in managing the Company and shall be entitled to compensation, in an amount
to be determined from time to time by the affirmative vote of a Majority of the Members

6 Manager's Standard of Care A Manager's duty of care in the discharge of the
Manager's duties to the Company and the Members is limited to refraining from engaging in
grossly negligent or reckless conduct, intentional misconduct, or a knowing violation of law In
discharging its duties, a Manager shall be fully protected in relying to good faith upon the records
required to be maintained under Article IV and upon such information, opinions, reports or
statements by any of other Managers, Members, or agents, or by any other person, as to matters
the Manager reasonably believes are within such other person's professional or expert
competence and who has been selected with reasonable care by or on behalf of the Company,
including information, opinions, reports or statements as to the value and amount of the assets,
liabilities, profits or losses of the Company or any other facts pertinent to the existence and
amount of assets from which distributions to Members might properly be paid
7 Removal of Manager Any Manager may be removed by the affirmative vote
representing at least 70% of the Members' interest in the Company
8 Vacancies Any vacancy occurring in the position of Manager may be filled by
the affirmative vote of a Majority of the Members
ARTICLE ViII
CONTRIBUTIONS AND CAPITAL ACCOUNTS
I Initial Contributions Each Initial Member shall make the Capital Contribution
described for that Member on Exhibit "A" at the time and on the terms specified on Exhibit "A"
and shall perform that Member's Commitment if no time for contribution is specified, the
Capital Contribution shall be made upon the filing of the Articles with the Secretary of State of
the State of South Carolina The value of the Capital Contributions shall be as set forth in
Exhibit "A " No interest shall accrue on any Capital Contribution and no member shall have the
right to withdraw or be repaid any Capital Contribution except as provided in this Company
Agreement Each Additional Member shall make the initial Capital Contribution set forth on
Exhibit "A "
2 Additional Contributions In addition to the initial Capital Contributions and
Commitments, the Manager may determine from time to time that additional contributions are
needed to enable the Company to conduct its business Upon making such a determination, the
Manager shall give Notice to all Members in writing at least ten Business Days prior to the date
on which such contribution is due Such Notice shall set forth the amount of additional
contribution needed, the purpose for which the contribution is needed, and the date by which the
Members should contribute Each Member shall be obligated to contribute its share (based on the
Sharing Ratios of such Members) of such additional contribution Except to the extent of a
Member's unpaid Commitment, no Member shall be obligated to make any such additional
contributions In the event any one or more Members do not make their additional contribution,
the other members shall be given the opportunity to make the contributions Each Additional
Member shall make the Capital Contribution to which such Member has agreed, at the time or
times and upon the terms to which the Manager and the Additional Member agree
3 Enforcement of Commitments In the event any Member (a Delinquent Member)
fails to perform the Delinquent Member's Commitment, the Manager shall give the Delinquent
Member a Notice of the failure to meet the Commitment If the Delinquent Member fails to
perform the Commitment (including any costs associated with the failure to demand compliance
with the Commitment and interest on such obligation at the Default Interest Rate) within ten
Business days of the giving of Notice, the Manager may take such action, including but not
12

limited to enforcing the Commitment in the court of appropriate jurisdiction in the state in which
the Principal Office is located or the state of the Delinquent Member's address as reflected in the
Company Agreement Each Member expressly agrees to the jurisdiction of such courts but only
for the enforcement of Commitments The Manager may elect to allow the other Members to
contribute the amount of the Commitment in proportion to such Members' Sharing Ratios, with
those Members who contribute (Contributing Members) to contribute additional amounts equal to
any amount of the Commitment not contributed The Contributing Members shall be entitled to
treat the amounts contributed pursuant to this section as a loan from the Contributing Members
bearing interest at the Default Interest Rate secured by the Delinquent Member's interest in the
Company Until they are fully repaid the Contributing Members shall be entitled to all
Distributions to which the Delinquent Member would have been entitled Notwithstanding the
foregoing, no Commitment or other obligation to make an additional contribution may be
enforced by a creditor of the Company unless the Member expressly consents to such
enforcement or to the assignment of the obligation to such creditor
4 Maintenance of Capital Accounts The Company shall establish and maintain
Capital Accounts for each Member and Assignee Each Member's Capital Account shall be
increased by (Q the amount of any Money actually contributed by the Member to the capital of
the Company, (u) the fair market value of any Property contributed, as determined by the
Company and the contributing Member at arm's length at the time of contribution (net of
liabilities assumed by the Company or subject to which the company takes such Property, within
the meaning of §752 of the code), and (in) the Member's share of Net Profits and of any
separately allocated items of income or gam including income and gam exempt from tax and
income gam described in Treasury Regulations §1 704-1(b)(2)(rv)(g), but excluding income and
gam described in Treasury Regulations §l 704-1(b)(4)(Q Each Member's Capital Account shall
be decreased by (i) the amount of any Money actually distributed to the Member by the
Company, (n) the fair market value of any Property distributed to the Member, as determined by
the Company and the contributing Member at arm's length at the time of contribution (net of
liabilities of the company assumed by the Member or subject to which the Member takes such
Property within the meaning of §752 of the Code), (m) allocations to the Member of expenditures
of the Company described in §705(a)(2)(B) of the Code, and (iv) the Member's share of Net
Losses and of any separately allocated items of deduction or loss (including any loss or deduction
described in Treasury Regulation §1 704-1(b)(2)(rv)(g), but excluding items described in clause
(m) above and loss or deduction described in Treasury Regulation §1 704-1(b)(4)(1) or §1 704-
1(b)(4)(m) Except as otherwise provided in this Company Agreement, whenever it is necessary
to determine the Capital Account of any Member for purposes of this Company Agreement, the
Capital Account of the Member shall be determined after giving effect to all allocations of Net
Losses and Net Profits of the Company for the current year and all distributions or amounts
distributable for such year in respect of transactions effected prior to the date as of which such
determination is to be made
5 Distribution of Assets if the Company at any time distributes any of its assets
in -kind to any Member, the Capital Account of each Member shall be adjusted to account for that
Member's allocable share (as determined under Article iX below) of the Net Profits or Net Losses
that would have been realized by the Company had it sold the assets that were distributed to their
respective fair market values immediately prior to their distribution
6 Sale or Exchange of Interest In the event of a sale or exchange of some or all of
a Member's interest in the Company, the Capital Account of the Transferring Member shall
become the capital account of the Assignee, to the extent it relates to the portion of the Interest
Transferred
13

7 Compliance with Section 704(b) of the Code The provisions of this Article VIIi
as they relate to the maintenance of Capital Accounts are intended, and shall be construed, and, if
necessary, modified to cause the allocations of profits, losses, income, gam and credit pursuant to
Article IX to have substantial economic effect under the Treasury Regulations promulgated under
§704(b) of the Code, in light of the distributions made pursuant to Articles IX and XIV and the
Capital Contributions made pursuant to this Article ViIl Notwithstanding anything herein or in
the Treasury Regulations promulgated under Section 704(b) of the Code to the contrary, all
distributions shall be made pursuant to Paragraph 6 of Article IX, and this Company Agreement
shall not be construed as creating a deficit restoration obligation or otherwise personally obligate
any Member to make a Capital Contribution in excess of the Initial Contribution Any capital
account adjustments necessary to comply with the Treasury Regulations promulgated under
Section 704(b) of the Code shall be made by making appropriate income and/or loss allocation
adjustments, and in no event shall the distribution priorities set forth in Paragraph 6 of Article iX
be adjusted altered or changed
ARTICLE iX
ALLOCATIONS AND DISTRIBUTIONS
I Allocations of Net Profits and Net Losses from Operations Except as may be
required by §704(c) of the Code, and §§2, 3, and 4 of this Article iX, net profits, net losses, and
other items of income, gam, loss, deduction and credit shall be apportioned among the Members
as follows
(a) Except as otherwise provided in this Article, all Company Net
Losses (including Nonrecourse Deductions and net losses resulting from a sale or
other disposition of all or substantially all of the Company Property) shall be
allocated each fiscal year (or portion thereof) to the Members in the ratio of their
respective Sharing Ratios
(b) Except as otherwise provided in this Article, all Company Net
Income (including gams resulting from a sale or other disposition of all or
substantially all of the Company Property) shall be allocated to the Members as
follows (i) first, to the Members in an amount and in the ratio necessary to
cause the Members' capital account balances to be in the ratio of their respective
Sharing Ratios, and (u) second the balance, if any, to the Members in the ratio of
their respective Sharing Ratios
2 Company Minimum Gam Chargeback If there is a net decrease in Company
Minimum Gam for a Taxable Year, each Member must be allocated items of income and gam for
that Taxable Year equal to that Member's share of the net decrease in Company Minimum Gam
A Member's share of the net decrease in Company Minimum Gam is the amount of the total net
decease multiplied by the Member's percentage share of the Company Minimum Gam at the end
of the immediately preceding Taxable Year A Member's share of any decrease in Company
Minimum Gam resulting from a revaluation of Company Property equals the increase in the
Member's Capital Account attributable to the revaluation to the extent the reduction in minimum
gam is caused by the revaluation A member is not subject to the Company Minimum Gam
Chargeback Requirement to the extent the Member's share of the net decrease in Company
Minimum Gam is caused by a guarantee, refinancing, or other change in the debt instrument
causing it to become partially or wholly a recourse liability or a Member Nonrecourse Liability,
14

and the Member bears the economic risk of loss (within the meaning of § 1 752-2 of the Treasury
Regulations) for the newly guaranteed, refinanced, or otherwise changed liability
3 Member Minimum Gam Char ee back If during a Taxable Year there is a net
decrease in Member Minimum Gam, any Member with a share of that Member Minimum Gam
(as determined under §1 704-2(1)(5) of the Treasury Regulations) as of the beginning of that
Taxable Year must be allocated items of income and gain for that Taxable Year (and, if
necessary, for succeeding Taxable Years) equal to that Member's share of the net decrease in the
Company Minimum Gam A Member's share of the net decrease in Member Minimum Gam is
determined in a manner consistent with the provisions of Treasury Regulations § 1 704-2(g)(2) A
Member is not subject to this Member Minimum Gam Chargeback, however, to the extent the net
decrease in Member Minimum Gam arises because the liability ceases to be Member
Nonrecourse Liability due to a conversion, refinancing, or other change in the debt instrument
that causes it to become partially or wholly a Company Nonrecourse Liability The amount that
would otherwise be subject to the Member Minimum Gam Chargeback is added to the Member's
share of Company Minimum Gam In addition, rules consistent with those applicable to
Company Minimum Gam shall be applied to determine the shares of Member Minimum Gain and
Member Minimum Gam Chargeback to the extent provided under the Treasury Regulations
issued pursuant to §704(b) of the Code
4 Qualified Income Offset In the event any Member, in such capacity,
unexpectedly receives an Offsettable Decrease, such Member will be allocated items of income
and gain (consisting of a pro rata portion of each item of Company income and gain for such
year) in an amount and manner sufficient to offset such Offsettable Decrease as quickly as
possible
5 Code Section 704(c) Tax Allocations In accordance with Section 704(c) of the
Code and the Treasury Regulations thereunder, income, gam, loss and deduction with respect to
any Property contributed to the capital of the Company shall, solely for tax purposes, be allocated
among the Members so as to take account of any variation between the adjusted basis of such
Property to the Company for federal income tax purposes and its fair market value in the event
the value of any Company Property is adjusted pursuant to §§1704(b)(2)(rv)(f) or
1 704(b)(2)(rv)-(r) of the Treasury Regulations, subsequent allocations of income, gain, loss, and
deduction with respect to such Property shall take account of any variation between the adjusted
basis of such asset for federal income tax purposes and its fair market value in the same manner
as under Code Section 704(c) and the Treasury Regulations thereunder Allocations pursuant to
this paragraph are solely for purposes of federal, state, and local taxes and shall not affect, or in
any way be taken into account in computing, any Members Capital Account or share of income,
gam losses, other items or Distributions pursuant to any provision of this Company Agreement
6 Guaranteed Payments and Distributions From time to time, the Manager shall
determine in its reasonable judgment to what extent, if any, the Company's cash on hand exceeds
the current and anticipated needs, including, without limitation, needs for operating expenses,
debt service, acquisitions, reserves, and mandatory distributions (which mandatory distributions
shall include the distributions to be made under subparagraph (a) below) To the extent such
excess exists, the Manager shall make distributions to the Members in the ratio of their respective
Sharing Ratios
7 Limitations on Distributions No distribution shall be declared and paid unless,
after the distribution is made, the assets of the Company are in excess of all liabilities of the
Company, except liabilities to Members on account of their Capital Accounts In addition, a
15

Member, regardless of the nature of the Member's contribution, may not demand that a
distribution from the Company be in a form other than cash
ARTICLE X
TAXES
i Elections The Manager may make any tax elections for the Company allowed
under the Code or the tax laws of any state or other Jurisdiction having taxing jurisdiction over
the Company
2 Taxes of Taxing Jurisdictions To the extent that the laws of any Taxing
Jurisdiction requires, each Member requested to do so by the Manager will submit an agreement
indicating that the Member will make timely income tax payments to the Taxing Jurisdiction and
that the Member accepts personal jurisdiction of the Taxing Jurisdiction with regard to the
collection of income taxes attributable to the Members income, and interest, and penalties
assessed on such income If the Member fails to provide such agreement, the Company may
withhold and pay over to such Taxing Jurisdiction the amount of tax, penalty and interest
determined under the laws of the Taxing Jurisdiction with respect to such income Any such
payments with respect to the income of a Member shall be treated as a distribution for purposes
of Article IX The Manager may, where permitted by the rules of any Taxing Jurisdiction, file a
composite, combined or aggregate tax return reflecting the income of the Company and pay the
tax, interest and penalties of some or all of the Members on such income to the Taxing
Jurisdiction, in which case the Company shall inform the Members of the amount of such tax
interest and penalties so paid
3 Tax Matters Partner The Manager shall be designated to act as the tax matters
partner of the Company pursuant to §6231(a)(7) of the Code Any Member designated as tax
matters partner shall take such action as may be necessary to cause each other Member to become
a notice partner within the meaning of §6223 of the Code Any Member who is designated tax
matter partner may not take any action contemplated by §§6222 through 6232 of the Code
without the consent of the Manager
4 Cash Method of Accounting The records of the Company shall be maintained
on a cash receipts and disbursements method of accounting
ARTICLE Xi
DISPOSITION OF MEMBERSHIP INTEREST
I Disposition Any Member or Assignee may dispose of all or a portion of the
Member's or Assignee's Membership Interest upon consent of a Majority of the Members and
compliance with this Section 1 No Membership Interest shall be Disposed of
1 I if such disposition, alone or when combined with other
transactions, would result in a termination of the Company within the meaning of
§708 of the Code,
12 without an opinion of counsel satisfactory to the Manager that
such assignment is subject to an effective registration under, or exempt from the
registration requirements of the applicable state and federal securities laws,
16

1 3 unless and until the Company receives from the Assignee the
information and agreements that the Manager may reasonably require, including
but not limited to any taxpayer identification number and any agreement that may
be required by any Taxing Jurisdiction
2 Dispositions not in Compliance with this Article Void Any attempted
Disposition of a Membership Interest, or any part thereof, not in compliance with this Article is
null and void ab initio
ARTICLE XII
DISSOCIATION OF A MEMBER
1 Dissociation A Person shall cease to be a Member upon the happening of any of
the following events
i I the Withdrawal of a Member with the consent of a Majority of
the remaining Members prior to the expiration of the term,
12 the Bankruptcy of a Member,
13 in the case of a Member who is a natural person, the death of the
Member or the entry of an order by a court of competent jurisdiction adjudicating
the Member incompetent to manage the Member's personal estate,
1 4 in the case of a Member who is acting as a Member by virtue of
being a trustee of a trust, the termination of the trust (but not merely the
substitution of a new trustee),
1 5 in the case of a Member that is a separate Organization other
than a corporation, the dissolution and commencement of winding up of the
separate Organization,
1 6 in the case of a Member that is a corporation, the filing of a
certificate of dissolution, or its equivalent, for the corporation or the revocation
of its charter, or
1 7 in the case of an estate, the distribution by the fiduciary of the
estate's entire interest in the Company
2 Rights of Dissociating Member In the event any Member dissociates prior to the
expiration of the Term
2 1 if the dissociation causes a dissolution and winding up of the
Company under Article XIV, the Member (or its/his successors in interest) shall
be entitled to participate in the winding up of the Company to the same extent as
any other Member except that any Distributions to which the Member would
have been entitled shall be reduced by the damages sustained by the Company as
a result of the Dissolution and winding up,
22 if the dissociation does not cause a dissolution and winding up of
the Company under Article XiV, the Member shall be entitled to an amount
equal to the value of the Member's Membership Interest in the Company, to be
17

paid within six months of the date of dissociation Notwithstanding the
foregoing, if the dissociation is other than as a result of the death or
incompetence of the Member, the Manager may pay the value of the Member's
Membership Interest in the Company out over a period not to exceed five years,
provided that the dissociating Member shall be entitled to participate as an
Assignee in the Company until the value of such interest (plus interest at the
Default interest Rate) is paid in full The value of the Member's Membership
interest shall include the amount of any Distributions to which the Member is
entitled under the Company Agreement and the fair value of the Member's
Membership interest as of the date of dissociation based upon the Member's right
to share in Distributions from the Company reduced by any damages sustained
by the Company as a result of the Member's dissociation
ARTICLE XIII
ADMISSION OF ASSIGNEES AND ADDITIONAL MEMBERS
1 Rights of Assignees The Assignee of a Membership interest has no right to
participate in the management of the business and affairs of the Company or to become a
Member The Assignee is only entitled to receive the Distributions and return of capital, and to
be allocated the Net Profits and Net Losses attributable the Membership interest
2 Admission of Substitute Members An Assignee of a Membership Interest shall
be admitted as a Substitute Member and admitted to all the rights of the Member who initially
assigned the Membership Interest only with the approval of the Manager and all of the Members
The Manager may grant or withhold the approval of such admission for any in its sole and
absolute discretion If so admitted, the Substitute Member has all the rights and powers and is
subject to all the restrictions and liabilities of the Member originally assigning the Membership
Interest The admission of a Substitute Member, without more, shall not release the Member
originally assigning the Membership interest form any liability to Company that may existed
prior to the approval
3 Admission of Permitted Transferees Notwithstanding Section 2 hereof, the
Membership interest of any Member shall be transferable without the consent of Manager or any
of the Members if (i) the transfer occurs by reason of or incident to the death, dissolution,
divorce, liquidation, merger or termination of the transferor Member, and (n) the Transferee is a
Permitted Transferee
4 Admission of Additional Members The Manager may upon consent of a
Majority of the Members, permit the admission of Additional Members and determine the Capital
Contributions of such Members Notwithstanding the foregoing, the Additional Members may
not become Managers unless and until selected to such position as provided in the Articles and
Company Agreement
ARTICLE XiV
DISSOLUTION AND WINDING UP
i Dissolution The Company shall be dissolved and its affairs wound up, upon the
first to occur of the following events (which, unless the Members agree to continue the business,
shall constitute Dissolution Events)
18

I 1 the expiration of the Term, unless the business of the Company
is continued with the consent of all the Members,
1 2 the unanimous written consent of all of the Members,
1 3 the Dissociation of any Member, unless the business of the
Company is continued with the consent of all of the non -disassociating Members
within 90 days after such Dissociation
2 Effect of Dissolution Upon dissolution, the Company shall cease carrying on as
distinguished from the winding up of the Company business, but the Company is not terminated,
but continues until the winding up of the affairs of the Company is completed and the Certificate
of Dissolution has been issued by the Secretary of State of the State of South Carolina
3 Distribution of Assets on Dissolution Upon the winding up of the Company, the
Company Property shall be distributed
3 1 to creditors, including Members who are creditors, to the extent
permitted by law, in satisfaction of Company Liabilities,
3 2 to Members in accordance with the provisions of Paragraph 6 of
Article IX Liquidation proceeds shall be paid within 60 days of the end of the
Company's taxable year or, if later, within 90 days after the date of liquidation
Such Distributions shall be in cash or Property (which need not be distributed
proportionately) or partly in both, as determined by the Manager
4 Winding Up and Certificate of Dissolution The winding up of the Company
shall be completed when all debts, liabilities, and obligations of the Company have been paid and
discharged or reasonably adequate provision therefore has been made, and all of the remaining
Property of the Company has been distributed to the Members Upon the completion of winding
up of the Company, a certificate of dissolution shall be delivered to the Secretary of State of the
State of South Carolina for filing The certificate of dissolution shall set forth the information
required by the Act
ARTICLE XV
AMENDMENT
1 Company Agreement May Be Modified The Company Agreement may be
modified as provided in this Article XV (as the same may, from time to time be amended) No
Member or Manager shall have any vested rights in the Company Agreement which may not be
modified through an amendment to the Company Agreement
2 Amendment or Modification of Company Agreement The Company Agreement
may be amended or modified from time to time only by a written instrument adopted by the
Manager and executed by a Majority of the Members
ARTICLE XVI
MISCELLANEOUS PROVISIONS
Me

i Entire Agreement The Company Agreement represents the entire agreement
among all the Members and between the Members and the Company and supersedes all prior
contracts or agreements with respect to the Company, whether oral or written
2 No Partnership Intended for Nontax Purposes The Members have formed the
Company under the Act, and expressly do not intend hereby to form a partnership under either the
South Carolina Uniform Partnership Act nor the South Carolina Revised Limited Partnership Act
The Members do not intend to be partners one to another, or partners as to any third party To the
extent any Member, by word or action, represents to another person that any other Member is a
partner or that the Company is a partnership, the Member making such wrongful representation
shall be liable to any other Member who incurs personal liability by reason of such wrongful
representation
3 Rights of Creditors and Third Parties under Company Agreement The Company
Agreement is entered into among the Company and the Members for the exclusive benefit of the
Company, its Members, and their successors and assignees The Company Agreement is
expressly not intended for the benefit of any creditor of the Company or any other Person
Except and only to the extent provided by applicable statute, no such creditor or third party shall
have any rights under the Company Agreement or any agreement between the Company and any
Member with respect to any Capital Contribution or otherwise
4 Effect of Waiver or Consent A waiver or consent, express or implied to or of
any breach or default by any Person in the performance by that Person of its obligations with
respect to the Company is not a consent or waiver to or of any other breach or default in the
performance by that Person of the same or any other obligations of that Person with respect to the
Company Failure on the part of a Person to complain of any act of any Person or to declare any
Person in default with respect to the Company, irrespective of how long that failure continues,
does not constitute a waiver by that Person of its rights with respect to that default until the
applicable statute -of -limitations period has run
5 Binding Effect Subject to the restrictions on Dispositions set forth in this
Company Agreement, this Company Agreement is binding on and inures to the benefit of the
Members and their respective heirs, legal representatives, successors, and assigns
6 Governing Law, Severabiltri THIS COMPANY AGREEMENT IS
GOVERNED BY AND SHALL BE CONSTRUED iN ACCORDANCE WiTH THE LAW OF
THE STATE OF SOUTH CAROLiNA, EXCLUDING ANY CONFLICT -OF -LAWS RULE OR
PRINCIPLE THAT MIGHT REFER THE GOVERNANCE OR THE CONSTRUCTION OF
THIS AGREEMENT TO THE LAW OF ANOTHER JURISDICTION If any provision of this
Company Agreement or its application to any Person or circumstance is held invalid or
unenforceable to any extent, the remainder of this Company Agreement and the application of
that provision to other Persons or circumstances is not affected and that provisions shall be
enforced to the greatest extent permitted by law
7 Further Assurances In connection with this Company Agreement and the
transactions contemplated by it, each Member shall execute and deliver any additional documents
and instruments and perform any additional acts that may be necessary or appropriate to
effectuate and perform the provisions of this Company Agreement and those transactions
M

8 Waiver of Certain Rights Each Member irrevocably waives any right R may
have to maintain any action for dissolution of the Company for partition of the Property of the
Company
9 Counterparts This Company Agreement may be executed in any number of
counterparts with the same effect as if all signing parties had signed the same document All
counterparts shall be construed together and constitute the same instrument
IN WITNESS WHEREOF, we have hereunto set our hands and seals on the date set forth
beside our names, effective for all purposes as of M aR cL 31 2005
MEMBERS
Date rkr`.QeL31, P.Oos By w�
Stephen W Ramer
Date Kin, ,e C L 3 �t 20o s By
T Scott Smith
Date Kneen 3It O-005 By "kAe.
'es
J
21

EXHIBIT "A"
MEMBER
CAPITAL
CONTRIBUTION
FMV OF
CONTRIBUTION
RESIDUAL SHARING
RATIO
Stephen W Ramer
$ 60000
$ 60000
60%
T Scott Smith
$ 30000
$ 30000
30%
Arthur J Kepes
$ 10000
$ 10000
10%
TOTALS
$1,000 00
$1,000 00
100%
22

WETLAND SURVEY
WEST GATE
BRUNSWiCK COUNTY
NORTH CAROLINA
DATE FEB 23 2005
COMMERCIAL TRACT
D
U S HWY 17 (OCEAN HIGHWAY)
(340 PUBLIC RIGHT a WAY) 1
7 I F
-7--7---�---
/ 6;'A 7Al 77
I I 8
Zl 'eY ' \O Ak, nq,� / \x .vY'3Y c x eoxvxe c asTw
9A � 4 rms PRpECT BOIMDA
C`O
a'Qb
r
\\I
YAM mTLL
/ I
\\
1
\
I
\
I
^
1
/
q Nmr• Mxw .LM IA .0 Ifb r��t RpvJelln d uw
I
/
/db aI MY Fvmdt dWWv s aWlbu b NY Janrr[ F
edL wMN wMn mw�l T en be �^A Y fMM t
I
/ / \
\
d edn� aNM> e/ ML abmdL moW MN m slpYld M x/� aM
y \
4 rnA lid b m.1YN b N NN eM M Mr
I
.
3993 AG TOTAL
PRD.ECT AREA
w;
x erw�� xir I
I
I
/
/
x
z
¢)
w
U
O
N
� , 3
A`TT(plI I11/lp//pA
r o°• �\A CARD%,r
O QpFESS%p��/-
' SEAL
nR (SX1N0 nUT MS FUT Af1�RA 16Y WMIS IIIC NMMY Ci
n[ AA7mClm a scnv: Ao. a nE aLv: ume An rwvAvr m
nc Ten wvs or Lxmmrs ovKAnw x,[vuu As mnmam n
Ix[ LNCfR9TYp M M'3 m1E WL19 IIHM 6 A tlLW(C M M UN
m ad nameD unaAn9ra. , nnwwAnm NAr M im[n
IIYW iM A RRM 6 {M1E fFAPS'm MIX
6UAhL -y!TA'DS
NA IFAS lx[T dR V LfMS .LI®MLRN MAK � � / L
s Awr mms n' [xulmrs mxYAL nnL wrt
16A6 AGT(N M
RECEIVED
MAR 2 4 2005 REDUCED HANOVER DESIGN SERVICES, P-A
'7� /- LAND SURYEYOFS ENGINEERS "ND PLANNERS
BY�Wg OSV�I® LMI WALNUT STREET
WILMINCTON NC I8401
ecuL N Rr (910) 34 9902
FAX
1� FAX 910 .H3-99s1
n 249
>s.
I!
I•
4 `
OC N
S tIIJM L
enaY
Q iSr M

WETLAND SURVEY
WEST GATE u s HWY 17 (OCEAN
BRUNSWICK COUNTY — — —
NORTH CAROLINA
(}Ap PUBl1C RIGHT OF WAY)
DATE FEB 23 2005
COMMERCIAL TRACT
1
73 \ \Np 70 I I d
Pe C T E SN
pRO..EC9WNON
/gyg'k.4 72
4 G Q1,gc? k
NwM M
I
wm r0]At
/
I /
I
1
� i
\
I
\
I
Q Nmn� CJT Lib. V A N Mb n��6 RpMMM s uw
1
/
nMb W pY hvnwt s M/IM s aMbn� b qY benrrt b
btiv11 �IN� mrwl aI IH bb vwA Y P�AMLL
l
Vbl
'
\
/
� evn tln n'bYe' N MY Mxnnt ng1rN� w slexd M}blb. N
y \
w'Nn n^PMbm�bY�l bmCW a1V
1
'
HIGHWAY)
3993 ACRES TOTAL
PRO CT AREA
UPLAND
DP�
eab] A
x sours
- t,• 4y V MEIlAND ,
av Ac i I
_ I
6 V
V I
N eIYY� F HIb
I xsnoa«
ezw
/ ran
/
RECEIVED
MAR 2 4 2005
i
BYSL�B USa3/�
/
E
I
N
N
Ld
J
4.
I—
I CD
Y
ss
_Q SEAL
r L-3391 z =
T .I0<
nEs vRrtMs pA] rNts lu] AcawAmr owcrz ric eiaAc.Mr r
xf AAdYYL11LN rc gctRv nl a mn' aux MArzn An aasbxr ro
M IM] LPMS K INORl15 G%«L rNM YNU.LL AS aEliVll(➢ er
m � �REL1{Ai�NY1ro$ AY/ �U°
lP'N IG A H9W (f RK IFMS {RVII MS MIE ISW 1ED IIF11N.05
tlt M1fR5 IIMI M 6 ftYmS JA.RYCIIb.' Ib.E B2V IA91ID
—Ie " .wrr oma r EN.a�uxs mnu -3, nnr wa'
EI.PPoAMM oA¢ a oeneArAxc Fr%- 2 3 20 /
Uy2 ACMI R
REDUCED
E
100 w 0 100
1 r�

WETLAND SURVEY
GATE WEST
BRUNSWICK COUNTY
NORTH CAROLINA
DATE FEB 2J 2005
COMMERCIAL TRACT
US HWY 17 (OCEAN HIGHWAY)
(340 PUBLIC RIGHT Of WAY)
--=-i---�--J----
1 \—
I /
e,:CY E 0n
PRpECT BOVNON
IA
I \�
/ ( x TGaYI E
wm roru
r
/ I
\ 1
1 \
\
It
I ' /
\ I
\ I
ryijx 3 Nsie� E� e/Ma{ YA N ,lib n�M Ryetlefbn e, r I I
aY NI.bMNwf wllfn mrnvl owl M 4N vwp' b Ntl�Mbd b
1 ,4'L EvnY abbtl el.N be�L mabl �p M vlYbb' Mee/, sN I' � � / \
UPLAND
UPLAND
J99J ACRES MM
PRDA'CT AREA
IVII A
bb b
b tle �h
x
/ e RECEIVED
MAR 2 4 2005
/ BY .SW�os o )f-
x
Ico
z
ui
U
0
x
d/x
O .•oF�ss;o
9 _
1YNE _ SEAL
` L-3391
T 'Irr t "'I
nss mew nbr nn lur AcawAmr o[rrcrs tt eauunr rc
nE AmmclRr ar gcnav NH a- � nL.w loon ecr nNsvAxr m
ISM E nC INI] RMS (Y LAVERS LY3KAMN YMRN AS 0[IOCtlI'D BY
Y TIE UICfn9a®d nI5 M1E LM85 nGQ R x 41LN2 N IM 1AIY
O! 0.R RHl9[D 2ALAiAMS n6OEIFA1MAlIM 14Y 9E RIID
OI F1L4LATM�) V PR 6 fIMS JR4YCIRV 14 � 14BId
/ / a'x�� Awr mros n ulaNtva amaze numros ar u,aNmaJamaze n��1u1 TAro
EMP/W.•llryl M26oaK IIbLF�_ 2Z �� I-e-� ]�
ULAR .,CIRI R
REDUCEDFTANnVF.R DESIGN SERVICES, P.A
Im 50 D 100
1 �DDn.

r 03/17/2005 14 42 8642975187 GRAY ENGINEERING PAGE 01/05
i�
FAX
G
c
GRAY ENGINEERING CONSULTANTS, INC.
TO Cameron Weaver FAX# [phone] DATE 3/17/2005 1 43 PM
FROM David Grafftus CGEC JOB# 24007/313 PAGES 5
RE Request for Fxpress Permit Review i roposed Retail Leland, NC
Cameron
'3/24 /o s- (2��i d-,
Thank you for your information today and this past week regarding the review processes for our p oposed
development( a J
t4'0
Attached per your request please find the completed Request for Express Permit Review a anticipate
res sews for stormwater due to our location in Brunswick County and erosion and sedimentation Control due
to our proposed 34 acres of land disturbance Per my discussion with vour office we have a pre -submittal
meeting setup for March 24 2005 art0em at your office We will have all the plans and calculations and
fees at that time for submittal if everything looks okay to you
Also per my discussion today with Paul I am attaching our subject property along with our Corps letter for a
small 0 17 acres wetland on the site We propose no impacts to this wetland and we do not anticipate that a
major CAMA permit is required for this project but we wanted you to confirm before our meeting
Please let me know if you have any questions or concerns about our request
Thank you
Project Description
WR of Leland LLC is proposmg the construction of a Retail Shopping Center development to be
located in the Town of Leland, Brunswick County North Carolina The site is located on a 37 30 acre tract of
land along the southern side of Ocean Hiphway (US Hwy 11) located southwest of downtown Leland The
existing ground cover consists of a comb nation of open area wooded and brushv area The site is generaliv
very flat and sits at or below the htghwa
The project will consist of the ccnsuuction of approximately 240 000 square feet of building area
and associated road improvements parkn,g drives two wet gtormwater detention facilities, landscaping, and
development of four outparcels The stormwater management report considers the pre development and the
post -development conditions for the entire project site The stormwater detention facilities were sued to
detain the 2, 10 and 25-year storm events for the post -development conditions that considers the full build -out
of all the proposed development, including the outparcels (80% impervious) The total disturbed area for this
project will be approximately 34 acres no wetlands will be disturbed Upon completion, approximately
68% of the development will consist of impervious area and the remainder will be grassed and landscaped
132 Pilgrim Roarl • Greenville, South Carolina 29607
Phone [phone] • Fax [phone]

0 /17/2005 14 42 864297,5187 GRAY ENGINEERING PAGE 02/05
MRR 17 e005 2 05PM NCDENR WIRO NO 651 P 1
' Au"
EW
North Carolina Department ofEnvironment and Natural Resources
943 Waahington Square Mall, Waa7in9ton NC 27889 [phone] FAX [phone]
Request for Express Permit Review
FILL-lN all Information below and CHECK required Permit(a)
FAX or smell to Lyn Hardison tim,hardrsonAnema l.net along with a narm&g and &JA[ty me c of the project location
Projects must be submitted by 9.00 A.hf of the review, date, unless prior arrangements are made
A PP LICANT Name Art Kepes
Company W R of Leland LLC
County Aiken
Proposed Retail Shopping Center
ENGINEER/CONSULTANT DavidCiraffus
❑ STREAM ORIGINATION CERTIFICATION, Stream Name
STORNWA TER ❑ Low Density © High Density -Detention Pond ❑ High Density -Other
❑ Low Density Curb & Gutter ❑ High Density-Infiitrabon ❑ Of Site
❑ COASTAL ❑ Excavation & FIII ❑ Bridges & Culverts C] Structures Information
MANAGEMENT [71 Upland Development ❑ Manna Development ❑ Urban Waterfront
LAND QUALITY L] Erosion and Sedimentation Control Plan with 34 acres to be disturbed
❑ WETLANDS (401) 0 No Wetlands on Site (letter from COE) []Wetlands Delmeate&No JD
Greater than 0,1 AC Wetlands Impacted []Jurlsdichonel Determination has been done
Less than 01 AC Wetlands Impacted [:]Greeter than 0 5 AC Wetlands Impacted
The legWabon allows adjtlonal leas, not to exceed 60% of the orIginal Hxpress Review permit applic0on
tee, to be charged for subsequent reviews due to the Insuftency of the permit applications
SUBMITTAL DATES.
SW
CAMA
LO S
401
'For DENR use
Fee Split for multiple, permits
S
,'
Total Fee Amount

03/17/2005 14 42 8642975187 GRAY ENGINEERING PAGE 03/05
U.S ARMY'CORPS OF ENGINEERS 19—VF-
-M�WILNGTON DISTRICT
Action Id 200500076 County Brunswick U S G S Quad Winnabow,
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent Westgate
c/o Nathan Sanders
Address P O Box 3167
W dmmgton, NC 28406
Telephone No _
Size and location of property (waterbody, road namc%number, town, etc ) The site is a 39 93-acre vacant tract to be
developed as a comercial subdivision The site is adiacent to US 17, west of the Town oCLeland and across from
Magnolia Greens, Brunswick County, North Carolina f atitude 34 2085'N, Longitude 78 0257R
Indicate Which of the Following Apply
Based on preliminary information there may be wetlands on the above desmbed property We strongly suggest you have
this property inspected to determine the extent o rDepartment of the Army (DA) jurisdiction To be considered final a
jurisdictional determination must be venfied by1dic Corps
X 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 ma} 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 deluieated 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 accum to depiction of all areas subject to CWA junsdiction 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 wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on W32005 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 arc 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
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA) You should contact the Division of Coastal Management in Washington, NC, at [phone] to determine
their requirements
Ditc 02/232005 Expiration Date 02/23f2010
Page 1 of 2

03/17/2005 14 42 8642975187 GRAY ENGINEERING PAGE 04/05
F
ction Id 200590076
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 Thomas Farrell at 910 2514
Basis For Determination
jr II�1
Corps Regulatory Official(Ini ) ti_} t� O Ct,5r C r SW� f_, k ld,,k-` -77-3
FOR OFFICE USE ONLY Fi,&., j-d) ,ree 4 f v i4q-, ,,4' A'v-ev-
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form
• A copy of the Notification Of Administrative Appeal Options And Process And Request For Appeal form must be
transmitted with the property owner/agent copy of this form
• If the property contains isolated wetlands/waters, please indicate in `Remarks' section and attach the Isolated
Determination Information Sheet to the file copy of this form
Page 2 of 2

w
to
a
a
7'f / I[W-1rr roiel JMINd
cLWs uwm uc
srawr.� w.vi n�aa�o vn4,ws an-!
'V'd 'b7llA9YSmVL9HQWSAONVH
*41
Y
19
I � I
(AVMHOIH Nb300)
— — ---,X
MOLLVD07
Ll

F
MAR 17 2005 2 05PM NCDENR WIRO A NO 651 P 1
ACRA
NCDENR
North Carolina Department of Environment and Natural Resources
943 Washington Square Mall, Washington NC 27880 (252) 94e 6481 FAX [phone]
Request for Express Permit Review
FILL. -IN all information below and CHECK required Permits)
FAX or small to Lyn Hardison Ivn hardison0ficmall.net along with a narrative and vicinity map of the project location
Projects must be submitted by 9.00 A.M. of the review date, unless prior arrangements are made.
Name Art Kepes
r Leland Retail Investment L L C
61 Centennial D ve City/State Aiken. SC Zip 29803 County Arleen
Phone [phone] FaxSn-;_sro_22 to Emall skenecntyrcrealtyrnm
Company Gray Engmeenng Consultants. Inc
Address 132 Pilgrim Road CItylStat Greenville, SC Zlp29607 COUntyGreenvdle
Phone [phone] Fax [phone] Email dgraffius wravengmeenng coin
❑ STREAM ORIGINATION CERTIFICATION, Stream Name
------- . _--------- - , .._ 0 .- - ---- -- __ ----..... - .. •- a_. g..._... Y......... .... ... ..M,...-..-...-- - -- .......----
© STORMWA TER ❑ Low Density © High Density -Detention Pond ❑ High Density -Other
Low Densit Curb & Gufter HI h 0ensit Infiitratlon ❑ Off site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts C] Structures Information -
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
jx] LAND QUALITY FLI Erosion and Sedimentation Control Plan with 34 acres to be disturbed
❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COED []Wetlands Delineated/No JD
Greater than 0,1 AC Wetlands Impacted Jurisdictional Determination has been done
Less than 01 AC Wetlands Impacted Greater than 0 5 AC Wetlands Impacted
The legislation allows addlltional fees, not to exceed 60% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the Insufficiency of the permit applications
SUBMITTAL DATES
SW
CAMA
LQS
401
For DENR use
Fee Split for multiple permits
Post-Ite Fax Note
7671
opte -t
p4 e►
To U
eo
r
CoMapt GffCo
e
Phone k
Phone X
(D_ 3f vdq
Fax N
Fez e
Total Fee Amount $

`Y
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N C Department of Environment and Natural Resources (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable place N/A in the blank )
Part A
1 Protect Name Proposed Retail Shopping Center
2 Location of land -disturbing activity County Brunswick City or Township Leland
Highway/Street US 74 (Ocean Hwy) Latitude 35 208 N Longitude 78 026 W
3 Approximate date land -disturbing activity will commence April 1, 2005
4 Purpose of development (residential, commercial, industrial institutional etc) Commercial
5 Total acreage disturbed or uncovered (including off -site borrow and waste areas) 340
6 Amount of fee enclosed $ 1700 The application fee of $50 00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example a 9-acre application fee is $450)
7 Has an erosion and sediment control plan been filed? Yes No Enclosed X
8 Person to contact should erosion and sediment control issues arise during land -disturbing activity
Name David Graffius E-mail Address dgraffius(a)grayengineering com
Telephone [phone] Cell # N/A Fax # [phone]
9 Landowner(s) of Record (attach accompanied page to list additional owners)
Grathwol Property Holding
Name
2905 Market Street
Current Mailing Address
Wilmington NC 28403
City State Zip
910 254 4646 910 254 4715
Telephone Fax Number
2905 Market Street
Current Street Address
Wilmington NC 28403
City State Zip
10 Deed Book No 1920 Page No 1228 Provide a copy of the most current deed
Part B
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet)
WR of Leland LLC bmurphv(a�wrsrealty corn
Name E-mail Address
2361 South Centennial Drive 2361 South Centennial Drive
Current Mailing Address Current Street Address
Aiken SC 29803 Aiken SC 29803
City State Zip City State Zip
Telephone [phone] Fax Number 803 502 2219

2 (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent
S&ME, Inc
Name
6409 Amsterdam Way, Building B-3
Current Mailing Address
Wilmington NC 28405
City State Zip
Telephone [phone]
rmartinasmemc com
E-mail Address
6409 Amsterdam Way, Building B-3
Current Street Address
Wilmington NC 28405
City State Zip
Fax Number 910 799 9958
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name attach a copy of the Certificate of Assumed Name If the Financially Responsible
Party is a Corporation give name and street address of the Registered Agent
Art Keoes
Name of Registered Agent
2361 South Centennial Drive
Current Mailing Address
Aiken SC 29803
City State Zip
Telephone [phone]
akepese-wrsrealty com
E-mail Address
2361 South Centennial Drive
Current Street Address
Aiken SC 29803
City State Zip
Fax Number 803 502 2219
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person) I agree to provide
corrected information should there by any change in the information provided herein
ArtKeoes V P of WRS manager of the applicant
Type M—L2=
Title or Authority
.jL&S
Signature rDater
I, Pd_ � , aNotary Public of the County of lC/zel= l
State of hereby certify that 4/// e7;Ve.J/Z KEPES appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him
Witness my hand and notarial seal, this /4 day of 20O,f-
Not6
Seal G
My commission expires D'ae
'64464y /'? zc%

I
Landowner(s) of Record (attach accompanied page to list additional owners)
River Wind Holdings LLC
Name
P O Box 3167
Current Mailing Address
Wilmington NC 28406
City State Zip
910 719 1196 N/A
Telephone Fax Number
N/A
Current Street Address
N/A
City State Zip
10 Deed Book No 1153 Page No 0192 Provide a copy of the most current deed

U.S. ARMY CORPS OF ENGINEERS U E OVED
WILMINGTON DISTRICT
Action Id 200500076 County Brunswick U S G S Quad Winnabow
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent Westgate
c/o Nathan Sanders
Address P O Box 3167
Wilmington, NC 28406
Telephone No _
Size and location of property (waterbody, road name/number, town, etc ) The site is a 39 93-acre vacant tract to be
developed as a comercial subdivision The site is adincent to US 17, west of the Town of Leland and across from
Magnolia Greens, Brunswick County, North Carolina Latitude 34 2085°N, Longitude 78 0257"W
Indicate Which of the Following Apply
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
X 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 junsdichon 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 wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on 2/23/2005 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 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
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA) You should contact the Division of Coastal Management in Washington, NC, at [phone] to determine
their requirements
Remarks Venfied in the field by TAF on Oct 21, 2004 The survey is dated Feb 23, 2005 and was signed by Jonathan
Wayne, L-3391, Hanover Design Services, P A. 319 Walnut St., Wilmington, NC 28401 A copy of this letter is sent to
Corps Regulatory Official
Date 02/23/2005 Expiration Date 02/23/2010
Page 1 of 2

qW
Action Id 200500076
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 Thomas Farrell at 910 2514466
Basis For Determination The wetland on site consists of freshwater woody system dominated by tulip poplar and sweet
Qum trees with wetland shrub laver dominated by fetterbush (Lvoma), sweet pepperbush, and wax myrtle. The site is
Corps Regulatory Official
FOR OFFICE USE ONLY
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form
• A copy of the Notification Of Administrative Appeal Options And Process And Request For Appeal' form must be
transmitted with the property owner/agent copy of this form
• If the property contains isolated wetlandstwaters, please indicate in Remarks" section and attach the ` Isolated
Determination Information Sheet" to the file copy of this form
Page 2 of 2

r
NORTH CAROLINA
Department of The Secretary of State
CERTIFICATE OF AUTHORITY
I, ELAINE F MARSHALL, Secretary of State of the State of North Carolina, do
hereby certify that
LELAND RETAIL INVESTMENT, L L C
having filed on this date an application conforming to the requirements of the General Statutes
of North Carolina, a copy of which is hereto attached, is hereby granted authority to transact
business in the State of North Carolina
Document Id C20050880068
3
IN WITNESS WHEREOF, I have hereunto
set my hand and affixed my official seal at the
City of Raleigh, this 30th day of March, 2005
i`
Secretary of State

State of North Carolina
Department of the Secretary of State
SUSID 774414
Date Filed 3/30/2005 8 06 00 AM
Elaine F Marshall
North Carolina Secretary of State
C200508800683
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR LIMITED LIABILITY COMPANY
Pursuant to $57C 7 04 of the General Statutes of North Carolina the undersigned limited liability company hereby applies for a
Certificate of Authority to transact business in the State of North Carolina and for that purpose submits the following
I The, name of the limited lability company is Leland Retail Investment, L L C
and if the limited liability company name is unavailable for use in the 1Slttatteof North Carolina the name the hmm,d
I'�T
liability company wishes to use is M �NtFIM INITfls�lJP)C,E
2 The state or country under whose laws the limited liability company was formed is South Carolina
The date of formation was March 23 2005
its period of duration is December 31 2035
4 Principal office information (Select either a orb)
a u The limited liability company has a principal office
The street address and county of the principal office of the limited liability company is
Number and Street 2361 South Centennial Ave
City State Zip Code Aiken South Carolina 29803 County Aiken
The mailing address ifdi ferent from the vireet address of the principal office of the corporation is
b ❑ The limited liability company does not have a principal office
5 Thy street address and county of the registered office in the State of North Carolina is
Number and Strcct 120 Penmarc Drive, Suite 118
City State Zip Code Raleigh, NC 27603
County Wake
6 The mailing address rfdifferent from the street address, of the registered office in the State of North Carolina is
7 The name of the rt-gistend agent in the State of North Carolina is Capitol Corporate Services, Inc
CORPORATIONS DIVISION
P O BOX 29622
RALEIGH NC 27626-0622
(Revised Jantrai j, 2002) (form L 09)

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
g The names titles and usual business addresses of the current managers of the limited liability company are
(uie arrac hmenr if necessary)
Name
WRS Inc
Business Address
2361 South Centennial Ave
Aiken, South Carolina 29803
9 Attached is a certificate of existence (or document of similar import), duly authenticated by the secretary of state or other official
having custody of limited liability company records in the state or country of formation The Certificate of Existence must be
less than six months old A Photocopy of the certification cannot be accepted
10 If the limited liability company is required to use a fictitious name in order to transact business in this State, a copy of the
resolution of its managers adopting the fictitious name is attached
11 This application will be effective upon filing unless a delayed date and/or time is specified Upon Filing
This the 28ttday of March
2005
Leland Retail Investment, V L C
a eofLi i d bdity Company
Sign ure Manager
Arthur J Kepes, of WRS Inc Manager
Type or Print Name
Notes
1 Filing fee is $250 This document must be filed with the Secretary of State
CORPORATIONS DIVISION P O BOX 29622 RALEIGH NC 27626-0622
(Revised January 2002) (Form L-09)

The State of South Carolina
Office of Secretary of State Mark Hammond
Certificate of Existence
1, Mark Hammond, Secretary of State of South Carolina Hereby certify that
LELAND RETAIL INVESTMENT, L L C , A Limited Liability Company duly
organized under the laws of the State of South Carolina on March 23rd, 2005,
with a duration that is until December 31st, 2035, has as of this date filed all
reports due this office, including its most recent annual report as required by
section 33-44-211, paid all fees, taxes and penalties owed to the Secretary of
State, that the Secretary of State has not mailed notice to the company that it is
subject to being dissolved by administrative action pursuant to section 33-44-809
of the South Carolina Code, and that the company has not filed articles of
termination as of the date hereof
Given under my Hand and the Great
Seal of the State of South Carolina this
23rd day of March, 2005
Mark Hammond, Secretary of State

TopoZone - The Web's Topographic Map
swg oSo31( PV� ✓� Sly. C � l �,.�
Page 1 of 1
J�one,�,
-J raw
rrl
_
` l'{ �,,,.. Sat•re�
�/lu.•.e eG�%�,
�' .,�--.� ��_ of
Melvin
30
r•
•. adio
%
towe
y
1
�IIJ
ffi f�Yjk�"
f
}�
+jS
is
f
�
1
I
�
0 03 06 09 12 15km M
G
0 01 02 03 04 05mi
Map center Is 34 21150N, 78 02290W (WGS84/NAD83)
Wmnabow quadrangle M--8 905
Projection Is UTM Zone 17 NAD83 Datum G=1 675
http //www topozone com/print asp9z=17&n=3789610 99875856&e=774288 000294294& 3/29/2005

N
IL
IL
N
v
N
O
to
0
Y
L
m
l
counav w,ln
ar r
,
Y� � `�/-1, ' it •, � I
t
Y
_ :or c.a aar
Tetf/L SM1gFT CRK
TIMGL 1116[T C(LK
sw¢.e
U 5 HWY 17
y/cS.r�r,
7 � I
4 II I
I
"
�• of
Y � a
t -' � .0 -
WestGate
72
101
/ 12.5
6
12
41
w
I vvE_
v IEIWIMI'gAg -S.0 [[TIAI I
, 1

a x
Mar 14 05 05:42p Hanover Design,{�
��
V
00FS ate of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Mee
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
November 16, 1999
Mr Nathan Sanders, President
Summer Tree Developers, Inc
PO Box 3167
Wilmington, NC 28406
Subject
Dear Mr Sanders
910-343-9941 p 3
Aj
NCDENR
NC CAM "ner.n.Menr or
E,M MEW mo Nau14u. R[BONIcrs
PemutNo SW8 990807
West Gate
High Density Subdivision Stormwater Project
Brunswick County
The WilmingtonRegional Officereoerved acomplete StonnwaterManagement PermrtApphcation for WestGate on October
6, 1999 Staff review of the plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H 1000 We are forwarding Permit No SW8 990807, dated
November 16, 1999, for the construction of the project, West Gate
This permit shall be effective from the dare of issuance until November 16, 2009, and shall be subjectto the conditions and
limitations as specified therem. Please pay special attention to the Operation and Maintenance requirements in this permit
Failure to establish an adequate system for operation and maintenance ofthe stormwatcr management system will result in
future compliance problems
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the nght to request an
adjudieatory hearing upon written request withm thirty (30) days following receipt of this permit This request must be m
the form of a written petition, conforming to Chapter 150B ofthe North Carolina General Statutes, and filed with the Office
ofAdmimstiative Hearings, P O Drawer 27447, Raleigh, NC 27611-7447 Unless such demands are made this permit shall
be final and binding
If you have any questions, or need additional information concerning this matter, please contact Scott Vinson, orme at (910)
395-3900
Sincerely,
Rick Shiver
Water Quality Regional' S'6p"'sor
RSS/ sav S 1WQSISTORMWATIPERM1TA990807 NOV
cc-7Javie}?iollis; P B -
Delaney Aycock Brunswick County Inspections
Scott Vinson
Wilmington Regional Office
Central Files
127 Cardinal Dr EIL, Wilmington, North Carolina 29405 Telephoue %0.3953900 FAX [phone]
An Equal Opportunity Affirmative Action Employer 50 % recycled/10%post-consumer paper

Mar 14 05 05 43p Hanover Design 910-343-9941 p.4
/; 7 How was the off -site impervious area listed above
9
IV DEED RESTRICTIONS AND PROTEC M 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.
1 The followingg covenants are intended to ensure or1S ling wmplmnce with state atormwater monagement permit
number CW 8 41 eA o 7 as issued by the Drossion of Water Quality These covenants may
not be changed or deleted unthout the consent of the State
85% c7Fyttrts (oE �lnea .
2 No more Aran O sq a feet of arty lot sha[I be cohered by sirtictures or impervious maferrals
Imperuwus materials include asphalt, gravel, wnerete, brick stone, slate or similar material but do not include wood
de
rkmg or the watersurface of sunmmmg pools
3 Swales shall not be filled in, piped, or altered except as necessary to provide dr vetvay crossings
4 Built -upon area In excess of the permitted amount requires a state stormwater management permit modIeatton pnor to
construction
5 All permitted runoff from outparcels or future development shall be directed into thepermnted 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 SUPPLEMENTFORMS
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 Umt at [phone] for the
status and availability of these forts
FormSWU-IO2 Wet Detention Basin Supplement✓
Form SWU-103 Infiltration �asm Supplement
Form SWU-104 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 Pracbce Supplement
Form SWU-101 Version 3 99 Page 3 of 4

Stag of North Carolma
` Department of Environment
and Natural Resources
Wilmington Regional Office
James B Hunt, Jr , Governor
Bill Holman, Secretary
Division of Water Quality
Mr Nathan Sanders President
Summer Tree Developers, Inc
PO Be\ 3167
Wilmington, NC 28406
Dear Mr Sanders
NC®ENK
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November 16, 1999
Subject Permit No SW8990807
West Gate
I-bgh Density Subdivision Stormwater Project
Brunswick County
The Wilmington Regional Office received a complete Stormwater Management Pernut Application for West Gate on October
6, 1999 Staff review of the plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H 1000 We are forwarding Permit No SW8 990807, dated
November 16, 1999, for the construction of the project, West Gate
This permit shall be effective from the date of issuance until November 16, 2009, and shall be subject to the conditions and
limitations as specified therein Please pay special attention to the Operation and Maintenance requirements in tlus 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 perrrut are unacceptable, you have the right to request an
adjudicatory hearing upon written request withm thirty (30) days following receipt of this peanut 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
ofAdmuustrative Hearings, P 0 Drawer 27447 Raleigh, NC 27611-7447 Unless such demands are made this permit shall
be final and binding
If you have any questions or need additional information concerning this matter, please contact Scott Vinson, or me at (910)
395-3900
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/ sav S \WQS\STORMWAT\PERMIT\990807 NOV
cc David Hollis P E
Delane) Aycock Brunswick Count} Inspections
Scott Vinson
Wilmington Regional Office,,,,,
Central Files
127 Cardinal Dr Ext, Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportumt) Anlrmatn a Action Emplover 50 % recycled/10% pint -consumer paper

State Stormwater Management Syst;ms
Permit No SW8 990807 ,
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
Summer Tree Developers, Inc
West Gate
Brunswick County
FOR THE
construction, operation and maintenance of wet detention pond in compliance with the provisions of 15ANCAC
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
Tlus permit shall be effective from the date of issuance until November 16, 2009 and shall be subject to the
following specified conditions and ]mutations
I DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data
This stormwater system has been approved for the management of stormwater runoff as described on page
3 of this permit, the Project Data Sheet The subdivision is pernutted for 12 lots, each allowed 85% of lot
area as built -upon area
Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit
Each of the 12 lots must obtain an individual Off -Site Stormwater Management Permit to ensure
continued compliance of this permit

i
State Stormwater Management Systems
Permit No SW8990807
Project Name
Permit Number
Location
Applicant
Mailing Address
Application Date
Name of Receiving Stream / Index #
Classification of Water Body
If Class SA, chloride sampling result
Design Storm
Pond Depth, feet
Permanent Pool Elevation, FMSL
Total Impervious Surfaces, ft2
12 lots at (85% of lot area) ft
Roads/Parking, ft2
Offsite Area entering Pond, ft2
Required Surface Area, ft2
Provided Surface Area, ft2
Required Storage Volume, ft3
Provided Storage Volume, W
Temporary Storage Elevation, FMSL
Controlling Orifice
3
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
West Gate
SW8 990807
Brunswick County
Mr Nathan Sanders, President
Summer Tree Developer, Inc
PO Box 3167
Wilmington, NC 28406
October 6, 1999
Jackeys Creek / CPF (18-77-3)
"C Sw"
s n/a
1 , /J
750 /�
900
63 5, 976
2 535,788 r r
100,188
none, per Engineer
21,710
26,530
51,201
57,110
11 00
3 0" (� pipe
c

State Stormwater Management Systems
Permit No SW8 990807
H SCHEDULE OF COMPLIANCE
No 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 pernut
and receiving approval from the Division
The pernuttee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area 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
The following items will require a modification to the permit
Any revision to the approved plans, regardless of size
Project name change
Transfer of ownership
Redesign or addition to the approved amount of built -upon area
Further subdivision of the project area
Filling in, altering, or piping of any vegetative conveyance shown on the approved plan
The Director may deternune that other revisions to the project should require a modification to the permit
The Director may notify the permittee when the pernutted site does not meet one or more of the mimmum
requirements of the permmt Within the time frame specified in the notice, the permrttee shall submmt a
written time schedule to the Director for modifying the site to meet rmmmum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director that the changes have been
made
The stormwater management system shall be constructed in it's entirety, vegetated and operational for its
intended use prior to the construction of any built -upon surface except roads
During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately
Each lot must submit for an individual Off -Site Stormwater Management Permit before any impervious
surfaces are placed on that particular lot
Upon completion of construction, prior to issuance of a Certificate of Occupancy, and pnor to operation
of this permitted facility, a certification must be received from an appropriate designer for the system
installed certifying that the pernutted facility has been installed in accordance with this perrrut, the
approved plans and specifications, and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification
10 Decorative spray fountains will not be allowed in the stormwater treatment system
1 1 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
12 Prior to transfer of ownership, the pond must be inspected by DWQ personnel, and deterrruned to be in
compliance with all permit conditions Records of maintenance activities will be required

State Stormwater Management Systems
Permit No SW8 990807
13 The pennittee 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 Serruannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and revegetation of side slopes
d Immediate repair of eroded areas
e Maintenance of side slopes in accordance with approved plans and specifications
f Debris removal and unclogging of outlet structure, onfice device and catch basins and piping
g Access to the outlet structure must be available at all times
h The vegetated filter shall be kept free of erosion The spreader mechanism shall be kept free of
sediment and trash, and shall evenly distribute the runoff across the width of the filter
14 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
15 Prior to the sale of any lot, deed restrictions must be recorded which linut the built -upon area per lot to
the amount as shown on the Project Data Sheet, per Section I, Part 2 The recorded statements must
follow the form
"The maximum built -upon area per lot is 85% of the total lot area This allotted amount includes
any built -upon area constructed within the lot property boundanes, 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, and coquina, but does not
include raised, open wood decking, or the water surface of swimrmng pools "
"The covenants pertaining to stormwater regulations may not be changed or deleted without
concurrence of the State "
"Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the State "
"Lots within CAMA's Area of Environmental Concern may be subject to a reduction in their
allowable built -upon area due to CAMA regulations "
"All runoff on the lot must drain into the permitted system This may be accomplished through
providing roof dram gutters which dram to the street, grading the lot to dram toward the street,
or grading penmeter swales and directing them into the pond or street Lots that naturally drain
into the system are not required to provide these measures "
Each lot must submit an individual off -site stormwater management permit application to the
Division of Water Quality to obtain an individual Off -Site Stonnwater Pernut before development
is started for that particular lot "
16 A copy of the recorded deed restnctions must be subrrutted to the Division witlun 30 days of the date of
recording the plat, and prior to selling lots The recorded copy must bear the signature of the Penmttee,
the,deed book number and page, and stamp/signature of the Register of Deeds

State Stormwater Management Systems
Permit No SW8 990807
17 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
18 A copy of the approved plans and specifications shall be maintained on file by the Permittee for a rrummum
of ten years from the date of the completion of construction
III GENERAL CONDITIONS
This pernut is not transferable In the event there is 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, such as a copy
of the deed of trust Other supporting materials, such as a signed Operation and Maintenance plan in the
case of engineered systems, will also be required The project 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
Failure to abide by the conditions and limitations contained in this permit may subject the Pernuttee to
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute
143-215 6A to 143-215 6C
The issuance of this perrrut does not preclude the Pernuttee 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
In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions,
the Perrmttee 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
The pemut may be modified, revoked and reissued or tertrunated for cause The filing of a request for a
permit modification, revocation and reissuance or termination does not stay any permit condition
Permittee grants permission to staff of the DWQ to access the property for the purposes of inspecting the
stormwater facrhties during normal business hours
Permit issued this the 16th day of November, 1999
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Kerr T Stevens, erector
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 990807

State Stormwater Management Systems
Permit No SW8 990807
West Gate
Stormwater Permit No SW8 990807
Brunswick County
Designer's Certification
Page 1 of 2
` ' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ' s a d u l y
registered m the State of North Carolina, havingbeen authorized to
observe (periodically/weekly/full time) the construction of the project,
ect)
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
SEAL
Signature
Registration Number
Date

State Stormwater Management Systems
Permit No SW8 990907
Certification Requirements Page 2 of 2
l The drainage area to the system contains approximately the permitted acreage
2 The drainage area to the system contains no more than the penmtted amount of built -upon area
3 All the built -upon area associated with the project is graded such that the runoff drams to the system
4 The outletibypass structure elevations are per the approved plan
The outlet structure is located per the approved plans
6 Trash rack is provided on the outletfb}pass structure
All slopes are grassed with permanent vegetation
8 Vegetated slopes are no steeper than 3 1
9 The inlets are located per the approved plans and do not cause short-circuiting of the system
10 The permitted amounts of surface area and/or volume have been provided
11 Required drawdown devices are correctly sized per the approved plans
12 All required design depths are provided
13 All required parts of the stistem are provided, such as a vegetated shelf, a forebay, and the vegetated filter
14 The overall dimensions of the system, as shown on the approved plans, are provided
cc NCDENR-DWQ Regional Office
Delaney Avcock, Brunswick County Building Inspector

ti
Date Received Fee Paid ���Y/J I Permit
Nl umber
/'J� //�/f�
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I GENERAL INFORMATION
name (specify the name of the corporation, individual, etc who owns the project)
2 Print Owner/Signing Official s name and title (personlegally responsible for facility and comphance) /
PrIGi i AtN4-,
3 Marling Address for person listed in item 2 above
City UJCVVtt�
Telephone Number
State k )c Zip 7L"�4oG
4 Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc )
-O��
5 Location of Project (street address)
City
6 Directions to project (from nearest major intersection)
7
County -PA i L UJ1
Latitude �� t2 t 304 Longitude -7 02t CC) of project
8 Contact person who
can answer questions about the project
Name I`JCt VC-� 5C"Azt A " Telephone Number
II PERMIT INFORMATION
It
! 1 Specify whether project is (check one) New Renewal Modification
Form SWU-101 Version 3 99 Page 1 of 4

J
2 If this application is being subrrutted as the result of a renewal or modification to an existing pemut, list the
existing permit number and its issue date (d known)
3 Specify the type of project (check one)
_Low Density —\e�4igh Density _Redevelop _General Permit _Other
4 Additional Project Requirements (check applicable blanks)
_CAMA Major V Sedunentatron/Erosion Control _404/401 Pernut _NPDES Stormwater
Information on required state perrruts 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 "r
2 Stormwater runoff fromTTthis project drams to the G r^� Fec.. River basin
3 Total Project Area c%� }
acres 4 Project Built Upon Area 1 Co %
5 How many drainage areas does the project havez_I_
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
w
BasmazInformahon n
r Drainage Aiea=1' = �a, -
g :t Drauuge'Are' 2 ,
Receiving Stream Name
Receiving Stream Class
Drainage Area
Existing Impervious* Area
Proposed Im ervious*Area
% Impervious* Area (total)
o
Irn ery ous�Salace�Area % '
° ----Diarnage Area'1 A
12- 3 ac6m
0, 3 4LV�5
Drainage Aiea 2 K
On -site Buildings
On -site Streets
On -site Parking
KA
On -site Sidewalks
NA
Other on -site
tjA
Off -site
U A
Total 1 4. 6_C_Ve_,S
Total
Impervious area is defined as the built upon area including but not hrnded to, buildings roads, parking areas
sidewalks, gravel areas, etc
Form SWU-101 Version 3 99 Page 2 of 4

7 How was the off -site impervious area listed above derived? AQ5;, LGt i A
j CaoG1
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 hsting each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment
1 The following covenants are untended to ensure ongoing compliance with state stormwater management permit
number SW 8 910807 as issued by the Division of Water Quality These covenants may
not be changed or deleted without the consent of the State
85 of p� q U-mas l of ect.. asp .
2 No more than O squ`ar'e 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 apphcable items required above, that the covenants will be binding on all parties and
persons clamung 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 SUPPLEMENTFORMS
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 Perauts 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-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 4

VI SUBMITTAL REQUIREMENTS
J
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 Pemut 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 specdicahons, including
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
d
Revision number & date
Mean high water line
Dimensioned property/pro)ect boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, brushed 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 calculation:
Drainage areas delineated
Vegetated buffers (where required)
VII AGENT AUTHORIZATION
If you wish to designate authonty to another individual or firm so that they may provide urformatron on your
behalf please complete this section
Mailing Address
• I ■�—
_� ' v
Phone'
•
VIII APPLICANTS CERTIFICATION
1, (print or type name of pei son listed in General Information, item 2) K\ Qu YZ�
certify that the information included on ttus 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 ill be recoyfied, and t �jt the proposed project complies with the requirements of 15A
NCAC 2H 1000 r 7
Signature
t72
C >
Date ry-�----//5
Form SWU-101 Version 3 99 Page 4 of 4

Permit No 5614 490 60 7
(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
Thu form may be photocopied for use as an original
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 (_10sk
Contact Person �l� ({�i Q,u '3>Cw nt2rS Phone Number (aQ) 79 (' ((e (�_2
For projects with multiple basins, specify which basin this worksheet applies to
rn2>
elevations
Basin Bottom Elevation 1 - 5 ft (floor of the basin)
LPermanent Pool Elevation d ft (elevation of the orifice)
l Temporary Pool Elevation G C) ft (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area up�J� sq ft
Drainage Area ac
Impervious Area (A G ac
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SAIDAi
Diameter of Onfice
Design Rainfall
Design TSS Removal z
JC�Gco cu ft
cu ft
(n_ cu ft
_ in
1 in
%
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -sue drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required)
(minimum 85% required)
Form SWU-102 Rev 3 99 Page 1 of 4

Footnotes
YWhen using the Division SAIDA tables, the correct SAIDA 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
2 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 90010 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 require4nents 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
a
The permanent pool depth is between 3 and 6 feet (required nummum of 3 feet)
LEA -A, b
The forebay volume is approximately equal to 20% of the basin volume
T�S(A c
The temporary pool controls runoff from the design storm event
_ it
The temporary pool draws down in 2 to 5 days
k__7M[A
e
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
�-� f
The basin length to width ratio is greater than 3 1
-G__; rl�. l A g
The basin side slopes above the permanent pool are no steeper than 3 1
Z?� L4 It
A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
T__"� i
Vegetative cover above the permanent pool elevation is specified
1�'S l
A trash rack or sirrular device is provided for both the overflow and onfice
ice- LGT- k
A recorded drainage easement is provided for each basin including access to nearest right-
of-way
E i 1 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
in A mechanism is specified which will dram the basin for maintenance or an emergency
III WET DETENTION BASIN OPERATION AND 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 dons not incorporate a vegetated filter at the outlet
This system (check one) 0 does :does not incorporate pretreatment other than a forebay
Form SWU-102 Rev 3 99 Page 2 of 4

Maintenance activities shall be performed as follows
l After every significant runoff producing rainfall event and at least monthly
Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
b Check and clear the onfice of any obstructions such that drawdown of the temporary Vool 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
Inspect and repair the collection system (i e catch basins, piping, swales, nprap, etc ) quarterly to
maintain proper functioning
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 manner and shall be handled in a manner that will not adversely impact water quality
(1 e stockpiling near a wet detention basin or stream, etc )
The measuring device used to detenrune 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 t .(0 feet in the main pond, the sediment shall be removed
When the permanent pool depth reads53S feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
(fill in the blanks)
�7� Permanent Pool Elevation 0•0
Sediment Re L--
9Z 75 o
Sedimem Removal Elevation 4 75 a0
Bo«omEl� %-------------------------------------- ---- 1-25010
------
Bottom Elevation i . 5
EOREBAY MAIN POND
Cka�
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 drain shall be minimized to the maximum extent practical
Form 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
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 pnor to any
changes to the system or responsible party
Print
Title
Phon
Signz
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, ee h e a 0 m I Vei I , a Notary Public for the State of N'p i l/L Ca YO finai/,
Countyof\� Q L��QXLYk Y do hereby certify that I Vl `� �1f1 n c,(ty. r) PY S
personally appeared before me this �nd day of s Iq and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witness my hand and official seal,
�ECCA M
/ ,,,oTA 9<
m"`"
U
y °&sty° _
\y011ER cov` /
SEAL
My commission expires �6' 11 "aoO':;i-
j
Form SWU-102 Rev 3 99 Page 4 of 4

L
RFC# „__Y,,,CK AMT_J0- ('hi. 1031
C,,SH ey 7—
Q7(rJ S)_
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
Brunswick County --Register of Deeds
Robert J Robinson
Inst #121493 Book 1608Page 739
07/19/2002 03.59-39pm Reci//,34/4
DECLARATION OF COVENANTS,
CONDITIONS, RESTRICTIONS,
RESERVATIONS, AND EASEMENTS
FOR WESTGATE BUSINESS PARK,
PHASE
THIS DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS,
RESERVATIONS, AND EASEMENTS FOR WESTGATE BUSINESS PARK,
PHASE 1, made this the _ day of 2002, by RIVER WIND HOLDINGS,
LLC, a North Carolina Limited Liability Company, hereinafter referred to as the
"Developer",
LA
MAY 1
004
WITNESSETFI
Whereas, the Developer is the owner of the certain real property, located in the
Town of Leland, Brunswick County, North Carolina, as is hereinafter described, and
Whereas, it is the desire and intention of the Developer to impose upon the subdi-
vision hereinafter described and such other portions of the property described below
made subject hereto from time to time, mutually beneficial conditions, standards and co-
venants (hereinafter referred to as "the Declaration' or "Covenants") under a general plan
of improvement and use for the benefit of all of the said property, the improvements
thereon, and the future owners thereof,
NOW THERFORE, the Developer hereby covenants, agrees, and declares, to and
with all persons, firms, or corporations, or other entities owning or hereafter acquiring
any lot or lots made subject to this Declaration that all of the properties described herem
shall be held, used, sold, and conveyed subject to the following covenants, conditions,
restrictions, reservations and easements, all of which are declared and agreed to be in
furtherance of a plan for the said properties, improvement and sale of the property (as
hereafter defined) and are established and agreed upon for the purpose of enhancing and
protecting the value, desirability, and attractiveness of this real property and every part
thereof All of the Covenants, Conditions, Restrictions, Reservations, and Easements
shall nut with the real property and shall be binding on all parties having or acquiring any
right, title, or interest in the property made subject hereto or any part thereof, and shal I
mure to the benefit of, and be binding upon, each owner and the successor in interest of
the each of the owners thereof The Covenants, Conditions, Restrictions, Reservations,
and Easements are as follows

Inst 9 121493 Book 1608Page 756
C All present and future vehicle parking, including trucks, trailers, and em-
ployee and visitor parking shall be provided on the premises and shall comply with all
applicable regulations promulgated by the Developer All parking areas are to be paved to
provide a dust free, all-weather surface, unless otherwise approved in writing by the
Developer The proposed number of parking spaces to be provided by the lot owner shall
be submitted to Developer for review and approval as a part of the required architectural
review process
No vehicles may park at any time on lawns, roadways, or common areas
All vehicles must park in designated parking areas No vehicle shall be allowed to block
any street, roadway, or other access area
D No loading dock shall be permitted fronting on any street without the ex-
press written consent of the Developer
E All set back areas facing roads between the front building line and the
pavement, with the exception of driveways, parking areas, sidewalks and other walk-
ways, shall be used exclusively for the planting and growing of trees, shrubs, lawns, and
other ground covering material as approved by the Developer If developed lots are not
properly maintained, the Developer or the Association may undertake such maintenance
as may be necessary at the expense of the owner
F Each occupant/owner must provide for trash disposal from his building
G All unused land area that is planned for future building expansion or other
purposes shall be maintained and kept free of unsightly plant growth, stored material,
rubbish and debris, and must be grassed and mowed if not wooded
H No animals, livestock, or poultry of any kind shall be raised, bled, or kept
on any lot subject to this Declaration
ARTICLE XIX
STORMWA TNANCE PLAN
It shall be the responsibility of the Association to provide the following inspec-
tions and maintenance of the stormwater system
A Periodic Inspections Periodic inspections shall be provided as follows
(1) The Association shall provide the services of aperson
competent to inspect the stormwater system on a periodic
basis for catch basin and pipe blockage and detention pond
operation
V.

Inst Y 121493 Book 1608Page 757
(2) The inspector shall remove any trash or debris that has col-
lected in the catch basins, pipes, or detention ponds, and
report any more serious defects to the Association
(3) Penodically, the ponds shall be inspected to see that the
pond level is at or below the permanent design level
follows B Semiannual Inspections Semiannual inspections shall be preformed as
(1) At least once every six months, an inspection shall be made
of the detention ponds to determine if excessive sedimenta-
tion or plant growth has occurred
(2) If sedimentation has occurred to the point that the general
elevation of the bottom of the pond is more than one foot
above the original pond bottom elevation, the sedimentation
shall be removed at least to the original pond bottom eleva-
tion
(3) If plant growth has progressed to the point that it interferes
with the effectiveness of the pond, it shall be removed This
can be accomplished by hand or mechanical means
(4) This inspection shall also include an inspection of the orifice
which controls the pond level after a rain
(5) When construction has been completed, certification by a
Registered Professional Engineer will be required stating that
construction was completed in accordance with the approved
plans
C The net effect of the above inspection and repairs where necessary, shall
be to keep the stormwater system in good repair and to see that the pollutant control ef-
fectiveness is not diminished
D Any sloughing, erosion, or vegetation washout of the stormwater system
shall be immediately repaired to obtain the design depth, slopes, and specifications
E The State of North Carolina is hereby made a beneficiary to the extent
necessary to enforce Its stormwater regulations as the same may be amended from time
to time
19

tr
Inst # 121493 Rook 1608Page• 758
,t
ARTICLE XX
STORMWATER RU REGULATIONS
A Built Upon Area, Defined `Built Upon Areas" shall mean that portion of
each lot that is covered by impervious or partially impervious cover, including buildings
and pavement, but not including decking The Built Upon Area for each lot or tract shall
not exceed 85% of the acreage or square footage of the lot or tract, unless and until the
State of North Carolina shall revise its stormwater nmoff regulations to permit a greater
built upon area for each lot
B Built Upon Area, Restricted Not more than 85% of the acreage or square
footage of any lot or tract in WestGate Business Park shall be covered by structures
and/or paved surfaces, including walkways, sidewalks, driveways, parking lots, or patios
of concrete, asphalt, brick, stone, slate or similar materials, all of which constitute ef-
fective impervious cover which is controlled by North Carolina Coastal Stormwater
Regulations The Developer reserves the absolute right to re -calculate the maximum al-
lowable built upon area for each lot if required by North Carolina Coastal Stormwater
Regulations This covenant is intended to insure continued compliance with stormwater
runoff rules adopted by the State of North Carolina, and therefore compliance may be en-
forced by the state of North Carolina
ARTICLE XXI
TEMPORARY STRUCTURES
No temporary building, trailer, shack or other stricture of a temporary nature shall
be used or permitted on the property, except that such may be permitted by the Developer
for the storage of building materials and equipment for use during the construction of the
main building on the lot Also, temporary improvements used only in connection with the
construction or sales of permanently approved improvements may be permitted by
Developer if they are located as inconspicuously as possible and are removed immediate-
ly upon completion of construction or sales
ARTICLE XXII
SIGNS
A Plans and specifications for all construction, installation, or alteration of
all outdoor signs, including traffic and directional signs, shall be first submitted to and
have the written approval of the Developer
20

I
II
,Coe' xm wTfum eso. JG7+1'^"�� 1.74 ACRES f74
Iert WSfllIID iMY GiW 9n.91 w5 R�
um. s,�w ns oe Dort a aa.ce TaAP W.RES-
AT G1F It 4F,k'Y ty,
/-
m
-,A 1 � LE 1eof ::.� �f. m« a,. •
NEW F' INTE BLVD:" -- _
--- IE ). fU p(10.f1 M fit{
40
FUTURF
\ � NU •4 J 4 eJi E l G�f Bn9M nT fi � 1 •�
\� \ [terui�iwc�ro +,wm 00 — — 1 F1CF ACRES O. CgFg
�>• /� o -�"� orMw ms�u1 ➢ O ^ oxnunu prow ..�.. T4 'yk=y Z
'saI
Sao.
��yI
1 , 6Ps
��r�� � ♦ � / / A / /yYl�ran I f�, ( I �! _
• gMpMfllO
` \ A#*
a b � n y /I r I/ Itl I I � 1 ., I ♦,q /
, - 1
,r��� � � � I l r r , �
p14
� I
7.15 Aeon� , - ,ram �' , !
WE
�,oA �o`' ?�p �i .��✓ I , � � � -i I'io I 1 <Ea�l � �/ 'moo �' �1,�....
<`<eey� � a,_o �/� =y •_ s,�mf wm�inzA n � un \L° f. � � ��i 0.17 A�.
m
\ Ji

"VI'MM L)RA P
- ----------
Yx`rl
ly
7. -
A6
Sr 11 W, 7 7
I.T
ti
Vo I
NN7
A122 019
10
Ll
1-113-2 F.F.E
KMAND
102
L74
I/-. o8f"A DPMHA(�,C-, APie,\ e,,,IAO
�
LO

ter..
�_tr�� �n_•,..� �, x ..�.�.y�+���,.'�i.: �.. h � .� -ti-� ..�� ,u�.,+�. �-+�n w.,._.u-���.-uAM,�,i.,�;..� ..n �✓,� ,•�u./..4.t���,C.� � ,/ � � � /� -� 1 � 1 1 �1 � Z. -sC - .. �, �' ��'`i
ur aw'ro'
v
- 'Pori
Q
1.14 AM
flllTi.OT NQ 3
. m W =
61rtsro� NHt 4 x, (�
n
. IL11 N � 1L EH N\ J
n.um u
/000�
T
tJF�'Sl1�to ON
F��',�� Ak ���� , � � � � � "� � ` � dud • M _ — � � 1
1 � ooUfal
xt
1,44
1
•[5 .� .' �r.e d.xrcu ... �ew�v• do. '
+ 14 � -' 0 / / 1 •I�fOI.V.I�OI�.O �M dRI��»tttifitt % / 1 ? ' ,/ ///\ (/ /
F.F.E.-2&00 l' 1
- VxV .
oz —
Ac ??-op Sr-P RetAt (_
x hod= fp2�r G AN
/ � l,El.pVy NC
Z..b°�-%►C. / � :. ��t\ Apr ::: ____.� _-�._ i 1'l i'11' ( [x+�. 1,. �1-.
fPf'
r
)L64

Z
�f
u��uv
au�w�nu s-1
u. nn�
uun iw
.c auN
Acc
s
C
All
lz
N - vsv
, l
pI.
• Lam. ��i�� �t 1 (/
1
`l 1
sp.�� ����--+•--�-.rys � �. mac. -�. . '.�\ ��/ �If �F
• _ •�_ -__ ..ter-w�-' ._."' ^�•�
qa�-Fm^E—
P-OPOSEP Vf--,-tAl L
(,F LAKIC�;llta C.
N •S