SW8061117_Historical File_20070209

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
February 9, 2007
Glenn Richardson, Member
Smithville Crossing, LLC
1327 Live Oak Parkway
Wilmington, NC 28403
Subject: Stormwater Permit No. SW8 061117
Smithville Crossing
Redevelopment/High Density Project
Brunswick County
Dear Mr. Richardson:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Smithville Crossing on February 9, 2007. 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 061117
dated February 9, 2007, for the construction of the subject project.
This permit shall be effective from the date of issuance until February 9, 2017, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management -system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 274..47, 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 Chris Baker, or me at [phone].
Since y,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/csb: S:IWQSISTORMWATIPERMIT1061117.feb07
cc: Denise Freund, P.E., WK Dickson
Brunswick County Building inspections
Chris Baker
Wilmington Regional Office
Central Files
No��nit,,Mina
Avuru!!y
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncwaterauality.org Location: N. 512 Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal OpportunitylAfBrmative Action Employer— 50% Recycled/10% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 061117
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
Glenn Richardson and Smithville Crossing, LLC
Smithville Crossing
1501 North Howe Street, Brunswick County
FOR THE
redevelopment of existing impervious surfaces and construction, operation and
maintenance of a wet detention pond 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 February 9, 2017, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. The proposed built -upon area is 268,120 square feet, which is less than the
269,610 square feet that previously existed.
2. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
3. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
4. The wet detention basin 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 105,811 square feet of
impervious area.
5. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
6. 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.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 061117
7. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
8. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, acres: 3.18
Onsite, ft : 138,521
Offsite, fly: None
b. Total Impervious Surfaces, ft2: 105,811
C. Design Storm, inches: 1
d. Pond Depth, feet: 3
e. TSS removal efficiency: 90%
f. Permanent Pool.Elevation, FMSL: 22.5
g. Permanent Pool Surface Area, ft2: 12,829
h. Permitted Storage Volume, ft3: 8,790
i. Temporary Storage Elevation, FMSL: 23.15
j. Controlling Orifice: 1.5"0 pipe
k. Permitted Forebay Volume, ft3: 4,244
I. Receiving Stream/River Basin: Price Creek / Cape Fear
M. Stream Index Number: 18-88-3
n. Classification of Water Body: "Sc;Sw"
9. To the extent practicable, the project has provided stormwater control measures
in accordance with the stormwater rules. Those control measures are:
a. Stormwater detention swales.
b. Those measures as more fully described in Section 1.10 of this permit.
10. Swales having raised inlet structures at the low point of the swale to the
maximum elevation possible without flooding the surrounding built -upon area.
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to any new or
redeveloped/reconstructed built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 061117
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. 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 this pond is 1/8 horsepower.
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 061117
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Mayor permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a 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.
4. 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.
5. The Dermittee 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 061117
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.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 9th day of February, 2007.
NORT CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
���--
for 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 061117
Smithville Crossing
Stormwater Permit No. SW8 061117
Brunswick County
Designer's Certification
1, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 061117
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
Brunswick County Building Inspections
Page 8 of 8

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
1 2 I 12,00fv,
goc)otj fo Sa
(..}
State of North Carolina
Department of Environmental 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
Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Smithville Crossing, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Glenn Richardson, Member
Mailing Address for person listed in Item 2 above:
1327 Live Oak Parkway
State: NC Zip: 29403
Telephone Number: [phone]
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Smithville Crossing
Location of Project (street address):
1501 N. Howe Street
City: Southport County: Brunswick
6. Directions to project (from nearest major intersection): From the intersection of NC 211 & NC 87 go west
on Robert Ruark Drive. The property is on the left immediately after the intersection the old Wilson Rose's
Shopping Center.
7. Latitude: 33 — 56 - 15
Longitude: 78 — 01 - 40 of project.
8. Contact person who can answer questions about the project::
Name: Denise Freund, PE
U. PIERMIT INFORMATION:
Telephone Number: [phone]
Specify whether project is (check one): _ X New Renewal Modification
Form SWU-101 Version 3.99 Pagel of 4

3. Specify the type of project (check one):
Low Density High Density X 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
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.
Stormwater will be treated by grassed swales located within the parking lot and a wet detention basin
to the west of the existing building. Detention requirements for the City of Southport are addressed through
the use of an underground detention facility.
2. Stormwater runoff from this project drains to the Cape Fear River Basin.
3. Total Project Area: 8.0 acres.
4. Project Built Upon Area: 77.0 %.
5. How many drainage areas does the project have? 1
6.
7
Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach and additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Receiving Stream Name _
Price Creek
Receiving Stream Class
SC, SW
Drainage Area
12.8 Acres (8.0 Acres On -Site / 4.8 Acres Off -Site)
Existing hu ervious*Area
269,610 SF
Proposed Impervious* Area
268,454 SF
Impervious* Area (Total)
77.0 %
Impervious* Surface Area
Drainage Area 1
On -Site Buildings
88,181 SF
On -Site Parking and Streets (Non -Permeable)
155,849 SF
On -Site Sidewalks
21,544 SF
Other On -Site (Pool Area)
2,880 SF
Total: 268,454 SF
*Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
How was the off -site impervious area listed above derived? NA
Form SWU-101 Version 3.99 Page 2 of

7. How was the off -site impervious area listed above derived? NA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, out parcels, 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.
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 than square feet of TOTAL lot shall be covered by structures or impervious
materials. Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but
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 the 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 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ). A
complete package includes all of the items listed below. The complete application package should be submitted to
the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form !a 6
• One copy of the applicable Supplement Form(s) for each BMP <; 13 rl,
• Permit application processing fee of $4000 (payable to NCDENR) 64 S l2
• Detailed narrative description of stormwater treatment/management 7Fs K �' �
• Two copies of plans and specifications, including: Gr t3�—
- Development/ Project name
- Engineer and firm
Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): WK Dickson & Co., Inc. c/o Denise Freund, PE
Mailing Address: 909 Market Street
City Wilmington State: NC
Phone: [phone]
VIII. APPLICANT'S CERTIFICATION
Zip: 28401
Fax: (910 ) 762-4201
I, Glenn Richardson, Member, Smithville Crossing, certify that the information included on this permit
application form is, to the best of my knowledge, correct and that the project will be constructed in conformance
with the approved plans, that the required deed restrictions and protective covenants will be recorded, and that the
proposed projec co plies with the requir ents of 15A NCAC 2H.1000.
Signature: 6 Date: 1013l)06
Form SWU-101 Version 3.99 Page 4 of 4

LETTER OF TRANSMITTAL I&WK
WDICKSON
community Infrastructure consultants
909 Market Street
TO: Chris Baker
NCDENR
Wilmington, North Carolina 28401 910.762.4200 tel. [phone] fax
DATE: 2/9/07
RE: Smithville Crossing
Stormwater Permit Submittal
PROJECT NO: 60194.00.WL
We are sending via: ❑ Overnight ❑ Regular Mail ❑ Pick-up
The following items: ❑ Correspondence ® Plans
® Other as listed below:
® Hand Delivered
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
2
Revised Page 2 - Stormwater Permit Application
2
Revised Plan Sheets C4, C5, and C14
THESE ARE TRANSMITTED as checked below:
® For Approval ❑ As Requested ❑ Approved as Submitted ❑ Returned for Corrections
❑ For Your Use ❑ Approved as Noted ❑ For Review and Comment
❑ Forward to Subcontractor
FEB 0 9 2007
REMARKS:
Chris — Enclosed please find the revised information you requested for the above referenced I
Droi ect.
Please let me know if you have any questions or need additional information.
Thank
COPY TO: Project File SIGNED: \"M%L%W
benise Freund. P.E.

P.O1
TRANSACTION REPORT
FEB-08-2007 THU 03:34 PM
FOR: NCDENR
9103502004
RECEIVE
DATE START SENDER
RX TIME PAGES TYPE
NOTE M# DP
FEB-08 03:31 PM 910 343 4325
3'22" 20 FAX RX
OK

Feb. 8. 2007 3:27PM Richardson Arch tecture No.1996 P. 1
OPERATING AGREEMENT
of
Smithville Crossing ►,u.0
THIS OPERATING AGREEMENT (this "Agreement") of Smithville Crossing LLC (the
"Company"), a limited liability company organized pursuant to the North Carolina Limited
Liability Company Act, is effective as of the 2nd day of Ocotber 2006, by and among the
Company and the persons executing this Agreement as the initial, Members (as defined below),
ARTICLE I
Definitions
1. DefinitiouL The following terms used in this Agreement shall have the following
meanings (unless otherwise expressly ,provided herein):
(a) "Act" means the North Carolina Limited Liability Company Act, as the
same may be amended from time to time.
(b) "Articles of Organization" means the Articles of Organization of the
Company filed with the Secretary of State, as amended or restated fxom time to time.
(c) "C" ccg='.' means for each Member the account established
pursuant to Article VIII, Section 2, hereof and maintained in accordance with the provisions of
this Agreement.
(d) "vital ContnVbution' means any contribution to the capital of the
Company in cash or property by a Member whenever made.
(e) "Code" means the Internal Revenue Code of 1986, as amended fxom time
to time (arid any corresponding provisions of -succeeding law).
(f) "Disbr��utable Cash" means, with respect to the Company for a period of
time, all funds of the Company on hand or in bank accounts of the Company as, in the discretion
of the Managers, is available for distribution to the Members after provision has been made for
(i) payment of all operating expenses of the Company as of such time, (ii) provision for payment
of all outstanding and unpaid current obligations of the Company as of sucfi time, and (iii)
provision for such reserves as the Managers deem necessary or appropriate for Company
operations.
(g) "Final Yeaz' means the calendar year; provided that the first Fiscal Year
of the Company shall commence upon formation of the Company, and continue through
December 31 of that year.
(n) "Initial Capital Contribution" means the initial contribution to the capital
of the Company made by,a Member pursuant to Article VIII, Section 1(a) of this Agreement.
Pos�t-IIr Fax Note 7671
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Feb. 8. 2007 3:28PM Richardson Architecture No.1996 P. 2
(i) "11 'ority" means, with respect to any referenced group of Managers, a
combination of any of such Managers constituting more than fifty percent (50%) of the number
of Managers of such referenced group who are then elected and qualified
6) "Majority in Interest," means, with respect to any referenced group of
Members, a combination of any of such Members who, in the aggregate, own more than fifty
percent (50%) of the Membership Interests owned by all of such referenced group of Members.
(k) "Manager" means each Person who is elected to act as manager of the
Company as provided herein, however, for any period during which no such designation has
been made or is in effect, all Members shall be Managers. "Miners' refers to such Persons as a
group.
(1) ' e b " means each Person designated as a member of the Company on
Schedule I hereto, or any additional member admitted as a member of the Company in
accordance with Article X. "Members" refers to such Persons as a group.
(m) "Mcmbershin Interest" means all of a Mcmber's rights in the Company,
including without limitation, the Member's share of the profits and losses of the Company, the
right to receive distributions of the Company's assets, any right to vote and any right to
participate in the management of the Company as provided in the Act and in this Agreement, As
to any Member, Membership Interest shall meats the percentage set forth, opposite such
Member's name on Schedule hereto.
(n) so " means an individual, a trust, an estate, or a domestic corporation,
a foreign corporation, a professional corporation, a partnership, a Iimited partnership, a limited
liability company, a foreign limited liability company, an unincorporated association, or another
entity.
(o) "Secretary of State" means the Secretary of State of North Carolina,
(p) "��surY._ .Re ations" means the Income Tax Regulations and
Temporary Regulations promulgated under the Code, as such regulations may be amended from
time to time (including corresponding provisions of succeeding regulations).
ARTICLE II
Formation of the Company
1. Formation. The Company was formed on October 2, 2006, upon filing with the
Secretary of State of the Articles of Organization of the Company. In consideration of the mutual
premises and covenants contained herein and other good and valuable consideration, the receipt
and sufficiency of which is hereby acknowledged, the parties hereto agree that the rights and
obligations of the parties and the administration and termination of the Company shall be
governed by this Agreement, the Articles of Organization and the Act
2. Name. The business and affairs of the Company shall be conducted under the
riatne Staaithvidle Crossing LLC The name of the company my be changed from time to time by

Feb. 8. 2007 3:28PM Richardson Architecture No.1996 P. 3
amendment of the Articles of Organization. The Company may transact business under an
assumed name by filing an assumed name certificate in the manner prescribed by applicable law.
3. Registered Office and Registered Agent. The Company's initial registered
office shall be 1327 Live Oak Parkway, Wilmington, New Hanover County, North Carolina
28403, and the name of its initial registered agent at such, address shall be Glenn B. Richardson,
The Company may change the location of its registered office and may replace its registered
agent as the Managers may from time to time deem necessary or advisable.
4. Principal Place of Business. The principal place of business of the Company
within the State of North Carolina shall be 1327 Live Oak parkway, Wilmington, New Hanover
County, North Carolina 28403. The Company may locate its place(s) of business and registered
office at any other place or places as the Managers may £rom time to time deem necessary or
advisable.
5. Term. The Company shall continue in existence until the close of the Company's
business on the date specified in the Company's Articles of Organization, unless the Company is
earlier dissolved and its affairs wound up in, accordance with the provisions of this Agreement or
the Act.
6. Purposes and Powers.
(a) The Company may engage in any lawful business for which limited
liability companies may be organized under the Act unless a more limited purpose is stated in the
Articles of Organization.
(b) The Company shall have any and all powers that are necessary or
desirable to carry out the purposes and business of the Company, to the extent the same may be
legally exercised by limited liability companies under the Act. The Company shall carry out the
foregoing activities pursuant to the arrangements set forth in the Articles of Organization and this
Agreement.
7. Nature of Members' Interests. The interests of the Members in the Company
shall be personal property for all purposes. Legal title to all Company assets shall be held in the
name of the Company. Neither any Member nor a successor, representative or assign of such
Members, shall have any right, title or interest in or to any Company property or the right to
partition any real property owned by the Company. Interests may be evidenced by a certificate
of membership interest issued by the Company, in such form as the Managers may determine.
ARTICLE III
Rights and Duties of Managers
1. Management. The business and affairs of the Company shall be managed by the
Managers. In addition to the powers and authorities expressly conferred by this Agreement upon
the Managers, the Managers shall have full and complete authority, power and discretion to
manage and control the business of the Company, to make all decisions regarding those matters
and to perform any and all other acts or activities customary to or incident to the management of

Feb. 8. 2007 3:28PM Richardson Architecture No.1996 P. 4
the Company's business, except those acts and things as to which approval by the Members is
expressly required by the Articles of Organization, this Agreement, the Act or other applicable
law
The Managers may cicct one or more oflticers who may but need not be Members or
Managers of the Company, with such titles, duties and compensation as may be designated by
the Managers, subject to any applicable restrictions specifically provided in this Agreement or
contained in the Act.
Actions by the Managers on behalf of the Company shall generally be evidenced by the
signatures of all Managers, provided, however, checks, drafts and other obligations of the
Company involving Ten Thousand Dollars ($10,000.00) or less may be evidenced by the
signature of any one (1) Manager if the undertaking by the Company of such obligation has been
approved by the Managers. Approval by the Managers of obligations involving Ten Thousand
Dollars ($10,000.00) or less need not be evidenced in a writing.
2. Number and Quallfieations. There shall initially be two (2) Managers of the
Company, whose names shall be set forth on Schedule II hereto. The names and consents of the
Managers to serve as such shall be evidenced on Schedule H attached hereto and made a part
hereof, as amended upon any change of Managers. The number of Managers of the Company
may be fixed from time to time by tho affirmative vote of a Majority in Interest of all of the
Members. Managers need not be residents of the State of North Carolina or Members of the
Company.
3. Election and Term of Office. Managers shall be elected at the annual meeting of
the Members (except as provided in Article III, Sections 5 and 6). F-ach Manager shall hold
office until the Membees successor shall have been elected and qualified, or until the death or
dissolution of such Member, or until his or its resignation, or removal from office in the manner
provided in this Agreement or in the Act.
4. Resignation. Any Manager of the Company may resign at any time by giving
written notice to all of the Members of the Company. The resignation of any Manager shall take -
effect upon receipt of notice thereof or at such later time as shall be specified in such notice; and,
unless otherwise specified therein, the aeeeptancc of such resignation shall not be necessary to
make it effective.
S. Removal. At any special meeting of the Members called expressly for that
purpose, all or any lesser number of Managers may be removed at any time, either with or
without cause, by the affirmative vote of a Majority in Interest of all the Members then entitled
to vote at any election of Managers. In cage any vacancy so created shall not be filled by the
Members at such meeting, such vacancy may be filled by the Managers as provided in Article
III, Section 6.
6. VacaAdc3. Any vacancy occurring for any reason in the Managers of the
Company may be filled by the affirmative vote of a Majority in Interest of all the Members at an
annual meeting of Members or at a specials meeting of Members calved for fluLt purpose.
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Feb. B. 2007 3:28PM Richardson Architecture No.1996 P. 5
7. Inspection of Books and Records. Any Manager shall have the right to examine
all books and records of the Company for a purpose reasonably related to such Manager's
position as a Manager.
8. Compensation. The compensation of the Managers of the Company shall be
fixed from time to time by an affirmative vote of a Majority in Interest of all of the Members,
and no Manager shall be prevented from receiving such salary by reason of the fact that he is
also a Member of the Company,
9. Committees of the Managers. The Managers, by resolution, may designate from
among the Managers one or more committees, each of which shall be comprised of one or more
of the Managers, and may designate one or more of the Managers as alternate members of any
committee, who may, subject to any limitations imposed by the Managers, replace absent or
disqualified Managers at any meeting of that committee. Any such committee, to the extent
provided in such resolution or in this Agreement, shall have and may exercise all of the authority
of the Managers, subject to any restrictions contained in this Agreement or the Act.
ARTICLE IV
Meetings of Managers
1. Place of Meeting. The Managers of the Company may hold their meetings, both
regular and special, at any place within or without the State of North Carolina.
2. Notice of Meetings. The ;first mee ling of newly elected Managers shall be held
immediately following the adjournment of the annual meeting of the Members. The Managers
may otherwise meet at such intervals and at such time and place as they shall schedule. The first
meeting of Managers, and any scheduled meetings of the Managers, may be held without notice.
Special meetings of the Managers may be called at any time by no less than one-third of the then
serving Managers for any purpose or purposes. Notice of such special meetings, unless waived
by attendance or by written consent, shall be given at least five (5) days before the date of such
meeting to all Managers not calling the meeting. Notice of such special meeting shall state that it
shall be held at the principal place of business of the Company, the date and hour of the special
meeting, and its purpose or purposes. Absent the written consent of a Majority of the Managers
to take other action, the business transacted at such special meeting shall be limited to such
purpose or purposes as stated in the notice.
3. Action by Managers; Quorum; Voting; Action without a Meeting.
(a) A Majority of the Managers shall be necessary to constitute a quorum for
the transaction of business. Every act or decision done or made by a Majority of the Managers
present at a meeting duly held at which a quorum is present shall be regarded as the act of the
Company, unless a greater number is required by law or by the Articles of Organization.
(b) Managers may participate in any meeting of the Managers by means of
conference telephone or similar communications equipment, provided all persons participating in
the meeting can hear one another, and such participation in a meeting shall constitute presence in
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Feb. 8. 2007 3:28PM Richardson Architecture No.1996 P. 6
(c) All votes required of Managers hereunder may be by voice vote unless a
written ballot is requested, which request may be made by any one Manager.
(d) Any action which under any provision of the Act or this Agreement is to
be taken at a meeting of the Managers may be taken without a meeting by written consent signed
by all Managers who would be entitled to vote upon such action at a meeting. Such written
consent must be kept with the records of the Company.
4. Adjournment. A. Majority of the Managers present may adjourn any Managers'
meeting to meet again at a stated day and hour or until the time fixed for the next regular meeting
of the Managers.
ARTICLE V
Members
I. Names and Addresses of Members. The names, addresses and Membership
Loterests of the Members are as reflected in Schedule I. attached hereto and made a part hereof,
which Schedule shall be as amended by the Company as of the effectiveness of any transfer or
subsequent issuance of any Membership Interest.
2. Admission of Members.
(a.) In'the case of a Person acquiring a Membership Interest directly from the
Company, the Person, shall become a Member with respect to such Membership Interest on
compliance with the requirements of Article X and making the Capital Contributions specified in
Article VIII. Section I.
(b) An assignee of a Membership Interest shall become a Member on
compliance with the requirements of Article X.
(c) Any Person may become a Member unless such Person lacks capacity or
is otherwise prohibited from being admitted by applicable law, subject to the provisions of
Article
FXJ_1_te)-o-Alai
Meetings of Members
1. Annual Meetings of Members. An annual meeting of the Members Will be held
at such time and date at the principal office of the Company or at such other place within or
without the State of North Carolina as shall be designated by the Managers from time to time and
stated in the notice of the meeting. The purposes of the. annual meeting need not be enumerated
in the notice of such meeting.
2. Special Meetings of Members. Special meetings of the Members may be called
by the Managers or by the holders of not less than twenty-five percent (25%) of all the

Feb. 8. 2007 3:28PM Richardson Architecture No.1996 P. 7
Membership Interests. Business transacted at all special meetings shall be confined to the
purpose or purposes stated in the notice.
3. Notice of Meetings of Members. Written notice stating the place, day and hour
of the meeting and, additionally in the case of special meetings, stating the principal place of
business of the Company as the location and the purpose or purposes for which the meeting is
called, shall be delivered not less than ten (10) nor more than sixty (60) days before the date of
the meeting, to each Member of record entitled to vote at such meeting.
4. Record Date. For the purpose of determining Members entitled to notice of or to
vote at any meeting of members or any adjournment thereof, or Members entitled to receive
payment of any distribution, or to make a determination of Members for any other purpose, the
date on which notice of the meeting is mailed or the date on which such distribution is declared,
as the case may be, shall be the record date for such determination of Members. When a
determination of Members entitled to vote at any meeting of Members has been made as
provided in this Section, such determination shall apply to any adjournment thereof.
5. Quorum. A Majority in Interest of the Members shall constitute a quorum at all
meetings of the Members, except as otherwise provided by law or this Agreement. Once a
quorum is present at the meeting of the Members, the subsequent withdrawal from the meeting
of any Member prior to adjournment or the refusal of any Member to vote shall not affect the
presence of a quorum at the meeting. If, however, such quorum shall not be present at the
opening of any meeting of the Members, the Members entitled to vote at such meeting shall have
the power to adjourn the meeting from time to time, without notice other than announcement at
the meeting, until the holders of the requisite .amount of Membership Interests shall be present or
represented.
6. Actions by Members Other thi m for Election of Managers.
(a) ()WCW VotiW ROMrements. Except for a matter for which the
aftmative vote of the holders of a greater portion of the Membership Interests entitled to vote is
required by law, the Articles of Organization or this Agreement, the act of Members shall be the
affirmative vote of a Majority in Interest of all the Members represented and voting at the
meeting.
(b) Action _bY _Written Consent. All actions of the Members provided for in
this Agreement may be taken by written consent without a meeting. Any such action which may
be taken by the Members without a meeting shall be effective only if the consents are in writing,
set forth the action so taken, and are signed by all Members eligible to vote on, such action.
Members may participate in any meeting of the Members by means of a conference telephone or
similar communications equipment, provided all persons participating in the meeting can hear
one another, and such participation in a meeting shall constitute presence in person at the
meeting.
/. Fiction by Members to Elect Managers. For purposes of voting on the election
of Managers, Managers shall be elected at any meeUg of the Members at which a quorum is
present by a majority of the Membership Interests represented and voting at the meting.

Feb. 8. 2007 3:29PM Richardson Architecture No.1996 P. 8
8. List of Members Entitled to Vote. The Managers shall make, at least ten (10)
days before each meeting of Members, a complete list of the Members entitled to vote at such
meeting, or any adjournment of such meetig, arranged in alphabetical order, with the address of
and the Membership Interest Meld by each, which list, for a period of ten (10) days prior to such
meeting shall be kept on, file at the registered office of the Company and shall, be subject to
inspection by any Member at any time during the usual business hours. Such list shall also be
produced and Dept open at the time and place of the meeting and shall be subject to inspection, of
any Member during the whole time of the meeting. However, failure to comply with the
requirements of this Section shall not affect the validity of any action taken at such meeting.
9. Registc reed Mcmabars. The Company shall be emtiticd to treat the holder of record
of any Membership Interest as the holder in fact of such Membership Interest for all purposes,
and accordingly shall not be bound to recognize any equitable or other claim to °E interest in
such Membership Interest on the part of any other person, whether or not it shall have express or
outer notice of such claim or interest, except as expressly provided by this Agreement or the laws
of North Carolina.
ARTICLE VII
Limitation of Liability and
Indemnification fication of Managers and Members
. Limsitetion of Liability. No Manager or Member of the Company shall be liable
to the Company or its Members for monetary damages for an act or omission in such person's
capacity as a Manager or a Member, except as provided mi the Act for (i) acts or omissions which
a Manager knew at the time of the acts or omissions were clearly in conflict with the interests of
the Company, (ii) any transaction from which a Manager derived an improper personal benefit,
or (iii) acts or omissions occurring prior to the date this provision becomes effective. If the Act is
amended to authorize action, further eliminafh* or litmitittg the liability of Managers and.
Members, then the liability of a Manager or Member of the Company shall be eliminated or
limited to the fullest extent permitted by the Act as so amended. Any repeal or modification of
this section shall not adversely affect the right or protection of a Manager or Member existing at
the time of such repeal or modification.
2. Indemnification. The Company shall i ndemn* the Managers and Members to
the fullest extent permitted or required by the Act, as amended from time to time, and the
Company may advance expenses incurred by the Manager or Member upon the approval of the
Managers and the receipt by the Company of an undertaking by such Manager or Member to
reimburse the Company unless it shall ultimately be determined that such Manager or Member is
entitled to be indemnified by the Company against such expenses. The Company may also
indemnify its employees and other representatives or agents up to the fullest extent permitted
under the Act or other applicable law, provided that the indemnification in each such situation is
first approved by Members owning a Majority in Interest.
3. Otter Rlgbts. The WdemnlAcation provided by this Agreement shall: (i) be
deemed exclusive or any other rights to which a person seeking indemnification may be entitled

Feb. B. 2007 3:29PM Richardson Architecture No.1996 P. 9
under any statute, agreement, vote of Members or disinterested Managers, or otherwise, both as
to action in official capacities and as to action in another capacity while holding such office; (H)
continue as to a person who ceases to be a Manager or Member; (iii) inure to the benefit of the
estate, heirs, executors, administrators or other successors of an indenmitee; and (iv) not be
deemed to create any rights for the benefit of any other person or entity.
4. Report to Members. The details concerning any action to limit the liability,
indemnify or advance expenses to a Manager, Member or other, taken by the Company shall be
reported in writing to the Members with or before the next submission to Members of a consent
to action without meeting or, if sooner, separately within ninety (90) days immediately following
the date of the action.
ARTICLE VUX
Contributions to Capital and Capital Accounts; Loans
1. Capital Contribution; Loans.
(a) Upon execution of this Agreement, each member agrees to make a
contribution to the capital of the Company in the amount set forth in the Initial Capital
Contribution of such Member on Schedule 1, attached hereto.
(b) If the Managers determine that the Initial Capital Contributions are
insufficient to carry out the purposes of the Company, the Managers may request that the
Members make additional contributions to the capital of the Company, but the Members shall
not be obligated to make any additional capital contributions.
(c) No Member skull be paid interest on any Capital Contribution to the
Cosy.
(d) Upon approval of the terms thereof by the Managers, any Member may
make a loan to the Company upon commercially reasonable terms. Loans by a Member to the
Company shall not be considered Capital Contributions.
(a) Fees charged to the company for the services of members or the services
of member's spouses shall be considered a contribution to the company, and shall not be treated
as a claim against the company or increase the membership interest of the contributing party.
2. Capital Accounts.
The Company shall maintain a separate capital account (each a "Capital
AeeoW') for each Member pursuant to the rules of Treasury Regulation Section 1
.704-1(b)(2Xiv). The Initial Capital Account of each Member shall be the Initial Capital
Contribution of such Member.
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Feb. B. 2007 3:29PM Richardson Architecture No.1996 P. 10
3. Withdrawal or Reduction of Member's Contributions.
(a) No Member shall have the right to withdraw all or any part of its Capital
Contribution or to receive any return on any portion of its Capital Contribution, except as may be
otherwise specifically provided in this Agreement Under the circumstances involving a return of
any Capital Contribution, no Member shall have the right to receive property other than cash.
(b) No Member shall have priority over any other Member, either as to the
return of Capital Contributions or as to net income, net losses or distributions; provided that this
subsection shall not apply to loans (as distinguished from Capital Contributions) which a
Member has made to the Company, and except as specified in provision 3(c), below.
(c) In the event of the incapacity of a member prior to completion of a project,
a member who accepts additional responsibilities in such an event shall be entitled to reasonable
compensation for the additional services rendered.
4. Liability of Members. No Member shall be liable for the debts, liabilities or
obligations of the Company beyond his or its respective Capital Contributions. Except as
otherwise expressly provided herein, no Member skull be required to contribute to the capital of,
or to loan any funds to, the Company.
ARTICLE IX
Distributions, Elections and Reports
1. Distributions. The Managers shall distribute Distributable Cash and other
property at such times and in such amounts as they may determine, in their sole discretion. All
distributions of Distributable Cash or other property shall be made to the Members in proportion
to their respective Membership Interests. Except as provided in Article XI, all distributions of
Distributable Cash and property shall be made at such time as determined by the Managers.
2. Lindtation upon Distributions. No distribution shall be declared and paid if
payment of such distribution would cause the Company to violate any limitations on
distributions provided in the Act
3. Tax Matters Partner. The Managers shall designate a Member serving as a
Manager, or if there is none or if none are eligible to act, any Manager or Member, as the "tax
matters partner" for federal income tax purposes. The name and consent of the tax matters
partner to serve as such shall be evidenced on Schedule III hereto and made a part hereof as
amended from time to time. The tax matters partner is authorized and required to represent the
Company in connection with all examinations of the Company's affairs by tax authorities,
including resulting administrative and judicial proceedings, and to expend Company funds for
professional services and costs associated therewith. The tax matters partner shall have the final
decision making authority with respect to all )Federal income tax matters involving the Company.
The Members agree to cooperate with the tax smatters partner and to do or refrain from doing any
or all things reasonably required by the tax matters partner to conduct such proceedings. Any
direct out-of-pocket expense incurred by the tax matters partner in carrying out his obligations
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Feb. 8, 2007 3:29PM Richardson Architecture No.1996 P. 11
hereunder shall be allocated to and charged to the Company as an expensc of the Company for
which the tax matters partner shall be reimbursed.
4. Records and Reports. At the expense of the Company, the Managers shall
maintain records and accounts of all operations and expenditures of the Company. The Company
shall keep at its principal place of business the records required by the Act to be maintained
there.
5. Books of Account.
(a) The Company shall maintain the Company's books and records and shall
determine all items of income, loss, net income and net loss in accordance with the method of
accounting selected by the Managers, consistently applied. All of the records and books of
account of the Company, in whatever form maintained, shall at all times be maintained at the
principal office of the Company and shall be open to the inspection and examination of the
Members. of their representatives during reasonable business hours. Such right may be exercised
through any agent or employee of a Member designated by its or by an attorney or independent
certified public account designated by such Member. Such member. shall bear all expenses
incurred in any examination made on behalf of such Member.
(b) All expenses in connection with the Keeping of the books and records of
the Company and the preparation of audited or unaudited financial statements required to
implement the provisions of this ,Agreement or otherwise needed for the conduct of the
Company's business shall be borme by the Company as an ordinary expense of its business.
6. Company Tax Return, and Aouuual Statement. The Managers shall cause the
Company to file a Federal income tax return and all other tax returns required to be filed by the
Company for each Fiscal year or part hereof, and shall provide to each Berson who at any time
during the Fiscal Year was a Member with an annual statement (including a copy of Schedule K-
1 to latftmal Revenue Service Form 1065) indicating such Member's share of the Company's
income, loss, gain, expense and other items relevant for Federal income tax purposes. Such
aimual statcment may be audited as required by the Managers.
7. Bank .Accounts. The bank account or accounts of the Company shall be
maintained in the bank approved by the Managers. The terms governing such accounts shall be
determined by the Managers and withdrawals from such batik accounts shall only be made by
such parties as may be approved by the Managers.
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Feb. 8. 2007 3:29PM Richardson Architecture No.1996 P. 12
ARTICLE X.
Transferability of Membership Interests;
Admission of Members
1. Trransfembility of Membership Interests. The term "transfer," when used in this
Agreement with respect to a Membership Interest, includes, without limitation, any We,
assignment, gift, pledge, exchange, interspousal transfer in connection with an action for
equitable distribution of property, court -ordered transfer, testamentary transfer, for example, by
will or intestacy statute, or any other disposition, whether voluntary or involuntary. With the
exception of transfers of a Membership Interest to a Member's family member, no Membership
Interest may be transferred at any time except in accordance with the conditions and limitations
set out in Article X, Section 2. Any transferee of a Membership Interest by any means shall have
only the rights, powers and privileges set out in Article X, Section 3, or otherwise provided by
law and shall not become a Member of the Company except as provided in Article X, Section 4.
2. Restrictions on Transfers of Membership Interests. With the exception of
transfers of a Membership Interest to a Membees family member, all or part of a Membership
Interest may be transferred only with the prior written approval of all of the Members which
approval may be granted or denied in the sole discretion of the Members. Members agree that
any disposition, of a Member skip Interest to a Member's family member shall be exempted from
the following provisions regarding restrictions on transfers of Membership Interests.
(a) ,SggU�W;j QRWM.l The Members shall not so consent unless the
proposed transferee shall have furnished the Company with an opinion of counsel, satisfactory in
form and substance to the Managers, that neither the offering nor the proposed transfer will
violate any Federal or applicable state securities law and that neither such offering nor the
proposed transfer will adversely affect the Company from being taxed as a partnership for
Federal income tax proposes.
(b) Right of First Refusal on Lifetime Transfers. In addition, the Members
shall not so consent unless the Member who desires to sell any part of his/its Membership
Interest first offers such interest to the remaining Members as follows: Within ten (10) days of
his receipt of a bona fide offer to purchase the Membership Interest or any interest therein, the
selling Member shall give written notice to the remaining Members of the identity of the
proposed purchaser, the interest offered and the proposed terms of sale. The remaining Members
shall thereupon, for a period of thirty (30) days following receipt of such written notice have an
option to purchase a pro rata share of the offered interest at the price offered by the proposed
purchaser, on the same terms and conditions of such offer. The remaking Members may exercise
their option to purchase the offered interest by giving written notice of their election to purchase
to the selling Member within thirty (30) days following receipt of the notice from the selling
Member. If any remaining Member elects not to purchase all of his pro rate share of the offered
interest, the remaining purchasing Members shall havc an additional five (5) days to elect to
purchase any such unsold portion of the offered interest. If the remaining Members do not
exercise all or any of their purchase rights within the thirty-five (35) day period provided above,
then for a period of thirty (30) days after expiration of the purchase option, the
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Feb. 8. 2007 3:29PM Richardson Architecture No.1996 P. 13
selling Member shall be free to sell any unsold portion of the offered interest to the same
purchaser, at the same price and on the same terms set forth in the selling Member's notice of
intended We provided such sale in all other respects meets the requirements of this Agreement.
(c) Right of JEk t Lehsal,.ijpon Death _of ,a Member. With the exception of
transfers of a Membership Interest to a Member's family member, upon the death of any
Member, the remaining Members shall have the right of first refusal to purchase any or all of the
deceased Member's Membership Interest upon the terms and conditions set forth herein. In the
event some of, the remaining Members elect to purchase less than their proportionate share of a
deceased Members Membership Interest, the remaining Members may elect to purchase a
proportionate share of any or all such unpurchased Membership Interest upon the terms and
conditions set forth herein.
(i) Tem of Riot. The right of first refusal granted herein shall begin
upon the date of death of the deceased Member.
(ii) Exercise of R%bt. The right granted herein shall be exercised by
written notice to the personal representative of the deceased Member's estate which shall be
mailed or delivered..
(iii) Purchase price. The purchase price for any Membership Interest
purchased pursuant to Article X, Section 2(c) hereof shall be the fair market value of such
Membership Interest to be determined as follows: The Members shall agree upon the fair market
value of the Membership Interest on an annual basis, and such value shall be recorded in the
minutes of the meetings of the Members. Any value arrived at by agreement of the Members
shall be referred to as the agreed price. If the Members are unable to agree upon a value, or if a
period of more than twelve (12) full calendar months has elapsed since the most recent
agreement by the Members on an agreed price, then the fair market value shall be determined
through appraisal by an appraiser agreed upon by the Members and the personal representative of
the deceased Met"nber's estate. Unless the Members have agreed otherwise, the cost of such
appraisal shall be borne by the Company. If the parties are unable to mutually agree upon an
appraiser, the Company and the personal representative of a deceased Member shall be entitled
at its own expense to name one appraiser. The appraisers so selected shall attempt to establish
the fair market value by their mutual agreement. In the event they do not succeed in reaching
such an agreement within thirty (30) days after the last appointment of an appraiser, the
appraisers shall choose one additional appraiser. In the event the three (3) appraisers shall be
unable to agree upon a fair market value, the average of the three appraisals shall be deemed the
fair market value. The purchase price shall be the fair market value, as determined herein,
multiplied by the deceased Member's Membership Interest. The cost of the third appraiser shall
be borne equally by the Company and the personal representative of the deceased Membees
estate. Each party shall bear the cost and expense of its own appraiser.
(iv) Payment- The payment of the purchase price shall be payable in
cash at closing.
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Feb. 8. 2007 3:30PM Richardson Architecture No.1996 P. 14
(v) Closing pate. If purchase is made pursuant to Article X, Section
2(c) of this Agreement, the closing date shall be the next regular business day one (1) year after
the deceased Member's death.
(vi) Place of Closing. Any purchase of Membership Interests pursuant
to Article X, Section 2(c) of this Agreement shall be closed on the closing date specified herein
in the principal office of the Company at a time set by the Company, or at such other place and
time mutually agreed upon by the parties thereto, at which time the purchasing Member(s) shall
tender the consideration and the Company shall transfer such Membership Interest on the books
of the Company.
3. Rights of Transferee. Unless and until admitted as a Member of the Company in
accordance with Article X, Section 4, the transferee of a Membership Interest shall not be
entitled to any of the rights, powers or privileges of a Member, except that the transferee shall be
entitled to receive the distributions and allocations to which the Member would be entitled but
for the transfer of his Membership Interest.
4. Admission of Transferees as Members. With the exception of transfers of a
Membership interest to a Member's family member, a transferee of a Membership Interest may
be admitted as a Member of the Company upon the furnishing to the Company all of the
following:
(a) The written consent of all of the Members;
(b) Evidence of the acceptance by the transferee of all the terms and
conditions of this Agreement as amended from time to time; and
(c) Payment of such reasonable expenses as the Company may incur in
connection with his admission as a Member.
5. Admission of New Members. New Members to the Company may only be
admitted with the consent of all of the Members, upon evidence of the acceptance by such new
Member of all of the terms and conditions of this Agreement, as amended from time to time,
upon compliance with all terms specified by the Managers and upon receipt by the Company, at
Company's request, of an opinion of counsel, satisfactory in form and substance to all the
Managers, that neither the offering nor the proposed sale of the Membership Interest will violate
any Federal or applicable state securities law and that neither such offering nor such sale will
adversely affect the Company's tax treatment as a partnership for Federal income tax purposes.
ARTICLE: XI
Dissolution and Termination
1. Withdrawal. Except as otherwise provided in this Agreement, no Member shall
at any time retire or withdraw from the Company or withdraw any =ount out of his Capital
Account, Any Member refiring or mrthdrawing in contravention of this Article, V, Section 1,
shall indemnify, defend and hold harmless the Company and all other Mcmbcn (other than a
Member who is, at the time of such withdrawal, inn default under this Agreement) from and
14

Feb. 8. 2007 3:30PM Richardson Architecture No.1996 P. 15
against any losses, expenses, judgments, fines, settlements or damages suffered or incurred by
the Company or any such other Member arising out of or resulting from such retirement or
withdrawal.
x. Dissolution.
(a) The Company shall be dissolved upon the first of the following to occur:
(i) Upon the election to dissolve the Company by all of the Members;
(ii) Upon the death, insanity, bankruptcy, retirement, resignation or
expulsion from the Company, or upon the happening of any other event of withdrawal (as
defined in the Act), with respect to any Member, or in the event all Members do not have the
right to manage the Company by virtue of membership in the Company, upon the happening of
any event of withdrawal (as defined in the Act) with respect to any Manager, unless there is at
least one remaining Member and the business of the Company is continued by the written
consent of all the remaining Members within ninety (90) days of the action by or affecting the
withdrawing Member or Manager, as the case may be; or
(iii) The entry of a decree of judicial dissolution or the issuance of a
certificate for administrative dissolution under the Act.
(b) Upon dissolution of the Company, the business and affairs of the
Company shall terminate and be wo,md up, and the assets of the Company shall be liquidated
under this Article M.
(c) Dissolution of the Company shall be effective as of the date on which the
event occurs giving rise to the dissolution, but the Company shall not terminate until there has
been a winding up of the Company's business and affairs, and the assets of the Company have
been distributed as provided in Article M, Section 3.
(d) Upon dissolution of the Company, the Managers may cause any part or all
of the assets of the Company to be sold in such manner as the Managers shall determine in an
effort to obtain the best prices for such assets; provided, however, that the Managers way
distribute assets of the Company in kind to the Members to the extent practicable.
3. Articles of Dissolution. Upon the dissolution and commencement of the winding
up of the Company, the Managers shall cause Articles of Dissolution to be executed on behalf of
the company and filed with the Secretary of State, and a Manager or authorized Member shall
execute, acknowledge and file any and all other instruments necessary or appropriate to reflect
the dissolution of the Company.
4. Distribution of Assets upon Dissolution. In settling accounts after dissolution,
the assets of the Company shall be paid in the following order:
(a) First, to creditors, in the order of priority as provided by law, except those
to Members on account of their Capital Contributions;
15

Feb. B. 2007 3:30PM Richardson Arch tecture No.1996 P. 16
(b) Second, an amount equal to the then remaining credit balances in the
Capital Accounts of the Members shall be distributed to the Members in proportion to the
amount of such balances; and
(c) Third, any remainder shall be distributed to the Members of the Company
y=jApI, to their respective Membership Interests.
5. Distributions in Kind. If any assets of the Company are distributed in kind, such
assets shall be distributed to the Members entitled thereto as tenants -in -common in the same
proportions as the Members would have been entitled to cash distributions if such property had
been sold for cash and the net proceeds thereof distributed to the Members. In the event that
distributions in kind are made to the Members upon dissolution and liquidation of the Company,
the Capital Account balances of such Members shall be adjusted to reflect the Meznbcrs'
allocable share of gain or loss which would bave resulted if the distributed property had been
sold at -its fair market value.
ARITCLE XIT
Miscellaneous Provisions
L Competing Business. Except as otherwise expressly provided in this Agreement
or the Act, neither the Maagers nor the Members, nor any of their shareholders, directors,
officers, employees, partners, agents, family members or affiliates, shall be prohibited or
restricted in any way from inves`ang m or conducting, either directly or indirectly, and may
invest in and/or conduct, either directly or indirectly, businesses of ' any nature whatsoever,
including the ownership and operation of businesses or properties similar to or in the same
geographical area as those held • by the Company. Except as otherwise provided in this
Agreement or the Act, any investment in or conduct of any such businesses by any such person
or entity sW1 not give rise to any claimp, for an accouutkg by any Member of the Company or
any right to claim any interest thereiva or the profits therefrom.
2. Member Representations and Agreements. Notwithstanding anything
contained in this Agreement to the contrary, each Member hereby represents and warrants to the
Company, the Managers and to each other that: (a) the Membership Interest of such Member is
acquired for investment purposes only, for the member's own account, and not with a view to or
in connection with any distribution, re -offer, resale or other disposition not in compliance with
the Securities Act of 1933, as amended, and the rules and regulations thereunder (the "1993
Act') and applicable state securities laws; (b) such Member, alone or together with the Members
representatives, possesses such expertise, knowledge and sophistication in financial and business
matters generally, and in the type of transactions in which the Company proposes to engage in
particular, that the Member is capable of evaluating the merits and economic risks of acquiring
and holding the Membership Interest and the Member is able to bear all such economic risks now
and in the future; (c) such Member has had access to all of the information with respect to the
Membership Interest acquired by the Member under this Agreement that the Member deems
necessary to make a complete evaluation thereof and has had the opportunity to question the
other Members and the Managers (if any) concerning such Membership -Interest; (d) such
Mcmber's decision to acquire the Membership Interests for investment has been based solely
16

Feb. B. 2007 3:30PM Richardson Architecture No.1996 P. 17
upon the evaluation made by the Member; (e) such Member is aware that the Member must bear
the economic risk of an investment in the Company for an indefinite period of time because
Membership Interests have not been registered under the 1933 Act or under the securities laws or
an exemption from registration is available; (f) such Member is aware that only the Company
can take action, to register Membership Interests and the Company is under no such obligation
and does not propose to attempt to do so; (g) such Member is aware that this Agreement provides
restrictions on the ability of a member to sell, transfer, assign, mortgage, hypothecate or
otherwise encumber the Member's Membership Interest; (h) such Member agrees that the
Member will truthfully and completely answer all questions, and make all covenants, that the
Company or the Managers may, contemporaneously or hereafter, ask or demand for the purpose
of establishing compliance with the 1933 Act and applicable state securities laws; and (i) if that
Member is an organization, that it is duly organized, validly existing, and in good standing under
the laws of its state of organization and that it has full organizational power and authority to
execute and agree to this Agreement and to perform its obligations hereunder.
3. Notice.
(a) All notices, demands or requests provided for or permitted to be given
pursuant to this Agreement must be in writing.
(b) All notices, demands and requests to be sent to any Manager or Member
pursuant to this Agreement shall be deemed to have been properly given or served if addressed to
such person at the address as it appears on the Company records and (i) personally delivered, (ii)
deposited for next day delivery by Federal Express, or other similar overnight courier services,
(iii) deposited in the United States mail, prepaid and registered or certified with return receipt
requested or (iv) transmitted via telecopier or other similar device to the attention of such person
with receipt acknowledged.
(c) All notices, demands and requests so given shall be deemed received: (i)
when actually received, if personally delivered, deposited for next day delivery with an overnight
courier, telecopied or faxed, or (ii) as indicated upon the return receipt if deposited in the United
States mail.
(d) The Managers and Members shall have the right from time to time, and at
any time during the term of this Agreement, to change their respective addresses by delivering to
the other parties written notice of such change in the manner prescribed in Article XII, Section
3(b)
(e) All distributions to any member shall be made at the address at which
notices are sent unless otberwise specified in writing by any such Member.
4. No Action. No Member shall have any right to maintain any action for partition
with respect to the property of the Company.
S. Amendments. This Agreement or the Articles of Organization may only be
amended or modified by a writing executed and delivered by each of the Members.
17

Feb. B. 2007 3:30PM Richardson Architecture No.1996 P. 18
6. Power of Attorney. Each Member hereby makes, constitutes and appoints each
elected Manager as may be serving ftm time to time, severally, with full power of substitution,
as the Members' true and lawful attorney -in -fact, for such Member and in such Member's name,
place and stead and for the Member's use and benefit to sign and acknowledge, file and record,
any amendments hereto among the Members and for the farther purpose of executing and filing
on behalf of each Member, any documents necessary to constitute the continuation of the
Company, the admission or withdrawal of a Member, the qualification of the Company in a
foreign jurisdiction (or amendment to such qualification), the admission of substitute Members
or the dissolution or termination of the Company, provided such continuation, admission,
withdrawal, qualification, or dissolution and termination has been approved in accordance with
the terms of this Agreement.
The foregoing Power of Attorney is a special, Power of Attorney coupled with an
interest, is irrevocable and shall survive the death or legal incapacity of each Member. It may be
exercised by any one of said attorneys by listing all of the Members executing any instrument
over the signature of the attorney -in -£act acting for all of them. The Power of Attorney shall
survive the delivery of assignment by a Member of the whole or any portion of his Membership
Interest. In those cases in which the assignee of, or the successor to, a Member owning
Membership Interest has been approved by the Members for admission to the Company as a
substitute Member, the Power of Attorney shall survive for the sole purpose of enabling the
Managers to execute, acknowledge and file any instrument necessary to effect such substitution.
This Power of Attorney shall not be affected by the subsequent incapacity or
mental incompetence of any Member.
7. Governing Law; Arbitration. This Agreement is made in Wilmington, New
Hanover County, North Carolina, and the rights and obligations of the Members hereunder shall
be interpreted, construed and enforced m accordance with the laws of the State of North
Carolina. Any dispute arising out of or in connection with this Agreement or the breach thereof
shall be decided by arbitration -to be conducted in New Hanover County, North Carolina, in
accordance with the then prevailing commercial. arbitration rules of the American Arbitration
Association, and judgment thereof may be entered in any court having jurisdiction thereof.
8. Eutire ,Agreement. This Agreement, including all schedules to this Agreement,
as amended from time to time in accordance with the terms of this Agreement, contains the
entire agreement among the parties relative to the subject matters hereof
9. Waiver. No consent or waiver, express or implied, by any Member to or for any
breach or default by any outer Member in the performance by such other Member of his or its
obligations under this Agreement shall be deemed or construed to be a consent or waiver to or of
any other breach or default in the performance by such other Member of the same or any other
obligations of such other Member under this Agreement. Failure on the part of any Member to
complain of any act or failure to act of any of the other Members or to declare any of the other
Members in default, regardless of how long such failure continues, shall not constitute a waiver
by such Member of his or its rights hereunder.
19

Feb. 8. 2007 3:30PM Richardson Architecture No.1996 P. 19
10. Severability. No consent or waiver, express or implied, by any Member to or for
any breach or default by any other Member in the performance by such other Member of his or
its obligations under this Agreement shall be deemed or construed to be a consent or waiver to or
of any other breach or default in the performance by such other Member of the same or any other
obligations of such other Member under this Agreement. Failure on the part of any Member to
complain of any act or failure to act of any of the other Members or to declare any of the other
Members in default, regardless of how long such failure continues, shall not constitute a waiver
by such Member of his or its rights hereunder.
11. Binding Agreement. Subject to the restrictions on transferability set forth in this
Agreement, this Agreement shall inure to the benefit of and be binding upon the undersigned
Members and their respective legal representatives, successors and assigns.
12. T9=3e and Gender. unless the context clearly indicates otherwise, the singular
shall include the plural and vice versa. Whenever the masculine, feminine or neuter gender is
used inappropriately in this Agreement, this Agreement shall be read as if the appropriate gender
was used.
13. Captions. Captious are included solely for convenience of reference and if there
is any conflict between captions and the text of this Agreement, the text shall control.
14. Benefits of Agreement Nothing in, this Agreement expressed or implied, is
intended or shall be construed to give to any creditor of the Company of any creditor of any
Member or any other persona or entity whatsoever, other than the Members and the Company,
any legal or equitable right, remedy or claim under or in respect of this Agreement or any
covemt, condition or provisions herein contai n4 and such provisions are and shall be held to
be for the sole and exclusive benefit of the Members and the Company.
15. Counterparts. This Agreement may be executed in multiple counterparts, each of
which shall be deemed an original for all purposes and all of which when taken together shall
constitute a single instrument.
IN WITNESS WHEREOF, the undersigned, being all of the Members of the Company,
have caused this Operating Agreement to be duly adopted by the Company as of the date first set
forth above and do hereby assume and agree to be bound by and to perform all of the terms and
provisions sat forth in this Agreement.
SEAL)
Glenn B. Richardson
Member
T L (SEAL)
Tanina L. Richardson
Member
19

Feb. 8. 2007 3:31PM Richardson Architecture
No.1996 P. 20
SCHEDUILEE I
Members of the Company
Names and Adresses Initial Capital Membership
of Members Contribution Interest
Glenn B. Richardson $500.00 50 %
1327 Live Oak Parkway
Wilmington, NC 28403
TaW= L. Richardson $500.00 50 %
1327 Live Oak Parkway
Wilmington, NC 28403
$1,000.00 100 %
20

LETTER OF TRANSMITTAL I&WK
WDICKSON
community Infrastructure consultants
909 Market Street Wilmington, North Carolina 28401
TO: Chris Baker
NCDENR
910.762.4200 tel. [phone] fax
DATE: 2/6/07
RE: Smithville Crossing
Stormwater Permit Submittal
PROJECT NO: 60194.00.WL
We are sending via: ❑ Overnight ❑ Regular Mail ❑ Pick-up
The following items: ❑ Correspondence ❑ Plans
® Other as listed below:
® Hand Delivered
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
2
Original & One Copy of Revised Page 2 - Stormwater Permit
Application
2
Original and One Copy of Wet Detention Basin Supplemental
2
Revised Stormwater Narrative
2
Revised Stormwater Calculations
2
Revised Plan Sheets C3, C4, C5, and C16
1
$2,000 Check for NCDENR - Resubmittal Fee
THESE ARE TRANSMITTED as checked below:
® For Approval ❑ As Requested ❑ Approved as Submitted ❑ Returned for Corrections
❑ For Your Use ❑ Approved as Noted ❑ For Review and Comment
❑ Forward to Subcontractor FEB 0 6 2007
REMARKS: T? ,.. ; SVj
O(oj ! 7
Chris — Enclosed please find the revised stormwater permit submittal for the above referenced
project. As we discussed, we have removed the proposed infiltration basin and permeable pavers
from the project due to groundwater elevation issues. We have also added a wet detention basin to
treat the impervious area from the existing building and rear parking lot as discussed in our last
meeting. Please give me a call at [phone] if you have any questions or need additional
information.
Thank you for your assistance with this project. /
k
COPY TO: Project File SIGNED:
se FAeb6d, P.E.

STORMWATER NARRATIVE
Smithville Crossing
Southport, NC
February 2007
W. K. Dickson & Co., Inc.
909 Market Street
Wilmington, North Carolina 28401
[phone]

C.FNFRAI
The scope of this project includes the redevelopment of the former Wilson Rose's Shopping
Center into the proposed Smithville Crossing. Smithville Crossing will be a development
that includes both retail and hotel uses. The site is located at the gateway to the City of
Southport at the intersection of NC 211 and NC 87. The existing building on the site will
be renovated with approximately 38,758 sf of retail space and 36,973 sf of storage facility.
A new 4-story, 86 room hotel will be constructed on a portion of the former parking lot.
The majority of the parking for this project will be provided in the existing parking lot,
which will be repaired and resurfaced where necessary. Additional parking has been
added to the west side of the existing building to serve both the retail spaces and the
storage faci I ity.
The project is located at 1501 N. Howe Street in Southport, NC and is currently owned by
Smithville Crossing, LLC, the developer of the project. The site is moderately flat and
currently drains by means of sheet flow over the existing pavement to a storm drainage
system which crosses N. Howe Street and eventually discharges into Price Creek, which
has a Surface Water Classification of SC, Sw. There are no wetlands or streams on the
project site.
PROPOSED IMPROVEMENTS
The proposed development will include the renovation of the existing building, the
construction of a new hotel, the repair of the existing parking lot and additional parking
areas. Water and sewer for the project will be provided by the City of Southport. An
erosion control permit has been issued for the project with the Project ID Number of Bruns-
2007-172.
The portion of the site in front of the existing building will drain by means of sheet flow
into proposed grass swales. These grass swales will be cut into the existing parking lot
between the parking aisles and will then outfall into a stormwater drainage system. The
grassed swales have been designed in accordance with the NCDENR Stormwater Best
Management Practices with the exception of the recommended longitudinal slope. Due to
elevation constraints, the recommended slope of 2-4% was not attainable. A minimum
slope of 0.5% is provided at all swale locations. The grassed swales will be sodded with
Centipede grass in accordance with the NCDENR Erosion and Sediment Control Planning
and Design Guide.
The existing building and parking area to the west of the existing building have been
directed into a proposed wet detention basin. The basin has been sized to treat the first
1.0" of runoff. An overflow system in the form of a riser structure and an emergency
spillway has been provided for runoff in excess of 1.0". The basin has been designed using
the SA/DA chart for 90% TSS removal as a vegetated filter is not proposed for the outfall.
The forebays for the pond have been sized so they have a combined volume of
approximately 20% of the permanent pool volume for the basin. The orifice has been
sized to release the volume from the 1-inch runoff within 2-5 days. An extended detention
area has been added to the south side of Forebay #2 to satisfy detention requirements for
the City of Southport. The spillway into the wet detention basin has been established at the

1" water quality volume elevation. When flow reaches this elevation, it will begin to exit
the pond through the riser structure and flow into the extended detention area. Please see
the basin cross section for additional details.
After exiting the wet detention basin, flow is conveyed via the proposed stormwater
drainage system through the site. Stormwater exits the site through an existing stormwater
drainage system which then outfalls into Price Creek.
SUMMARY
Overall, there is an approximate 1,357 sf reduction in the impervious area for the project
site. This reduction was primarily obtained by reconfiguring the existing parking lot to
provide grassed swales between the parking aisles. The addition of the grassed swales and
wet detention basin provides water quality treatment for impervious surface that in its
current configuration receives no water quality treatment.
The use of an infiltration system was evaluated for use in the front portion of the site
beneath the main parking area, but was found not to be feasible as the required 2'
freeboard between the bottom of the infiltration basin and the seasonal high water table
elevation could not be obtained.
Sand filters were considered for the front portion of the site beneath the main parking area,
but were also found not to be feasible given the lack of freeboard between the pavement
and the stormwater drainage system outfall where the runoff exits the project site. One of
the sand filters analyzed had a footprint of 47' x 54' and was only able to treat the first
0.29" of runoff due to the minimal depth that could be provided. This sand filter had a cost
of greater than $30,000. The cost of the sand filter systems' analyzed in the stormwater
calculations is prohibitive given the amount of treatment that can be attained. Additionally,
there is insufficient depth to provide bypass systems for the sand filters, so the full runoff
event would need to be routed through the sand filter. This routing would have the
potential to create hydraulic grade line concerns for the remainder of the stormwater
drainage system and reduce the effectiveness of the sand filter systems. Please see the
Stormwater Calculations for the analysis of the sand filters. Due to the reasons outlines
above, sand filters were not used on the project.

STORMWATER CALCULATIONS
Smithville Crossing
Southport, NC
February 2007
W. K. Dickson & Co., Inc.
909 Market Street
Wilmington, North Carolina 2€3401
[phone]

WK DICKSON
Engineering 909 Market Street
Land Planning Wilmington, NC 28401
Surveying [phone]
SMITHVILLE CROSSING
TOTAL AREA DRAINING TO POND = 138,523 SF = 3.18 AC
TOTAL PROPOSED IMPERVIOUS SURFACE AREA DRAINING TO POND:
PARKING AND ROADS = 27,364 SF
BUILDING = 73,635 SF
OTHER 4,812 SF
105,811 SF
PERCENT IMPERVIOUS DRAINAGE AREA FOR POND:
= (105,811 SF / 138,523 SF) x 100
= 76 %
POND DEPTH SA/DA %
(FT)
3.0 8.88
POND SURFACE AREA (MIN.)
(SF)
IF POND DEPTH = 3.0 FT, MINIMUM SURFACE AREA = 12,301 SF
USED 90% TSS CHART TO SIZE POND
12,301
TOP OF PERM. POOL/BOTTOM AREA OF STORAGE (ELEV 22.5) = 12,829 SF > 12,301 SF
REQUIRED STORAGE FOR FOREBAY: 20% OF TOTAL PERMANENT POOL VOLUME
= (0.2)(MAIN BASIN VOLUME +FOREBAY VOLUME)
= (0.2)(17,734 CF + 4,244 CF)
= 4,396 CF (4,244 CF PROVIDED)
PROJECT: SMITHVILLE CROSSING SUBJECT: POND CALCULATIONS JOB NO.: 60194.00.WL
PREPARED BY: DLF DATE: 02/01/07 CHECKED BY: BNM DATE: 02/01/07 PAGE NO 1 OF 3

Engineering
Land Planning
Surveying
WK DICKSON
909 Market Street
Wilmington, NC 28401
[phone]
Pond Volume
Contour
Incremental Cumulative
Elevation
Area
Volume
Volume
(ft)
(sf)
(cf)
(cf)
Bottom Elevation 19.5
2775
0
0
20�
3462.
1559
1559
21
5126
4294
5853
22
8147
6637
12490
Permanent Pool 22.5
12829
5244
17734
Forebay Volume
(Includes Forebay #1 and #2)
Contour
Incremental
Cumulative
Elevation
Area
Volume
Volume
(ft)
(sf)
A
(cf)
Bottom Elevation 19.5
580
0
0
20
814
349
349
21
1365
1090
1438
22
2030
1698
3136
Permanent Pool 22.5
2404
1109
4244
Forebay Volume is
19.3%
of Pond Volume
PROJECT: SMITHVILLE CROSSING SUBJECT: POND CALCULATIONS JOB NO.: 60194.00.WL
PREPARED BY: DLF DATE: 02/01/07 CHECKED BY: BNM DATE: 02/01/07 PAGE NO 2 OF 3

WK DICKSON
Engineering 909 Market Street
Land Planning Wilmington, NC 28401
Surveying [phone]
REQUIRED STORAGE FOR 1-1111CH OF RUNOFF FOR POND: (use Schueler Method)
Rv= 0.05 + 0.009 (1)
Rv= 0.05 + 0.009(76) = 0.73 in./in.
V= (1")(0.73)(1/12)(138,523)
= 8,427 CF (8,790 CF PROVIDED AT ELEV. 23.15)
1" Storage & Release Time
Contour
Incremental Cumulative
Outflow
Release
Elevation
Area
Volume
Volume
Rate
Time
(ft)
(sf)
(cf)
(cf)
(cfs)
(hrs)
Permanent Pool 22.5
12829
0
0
0.000
0.000
23
138%
6681
6681
0.042
44.4
1" Storage 23.15
14220
2109
8790
0.048
12.3
TOTAL HOURS 56.7
DAYS 2.4
Orifice Diameter = 1.5 inches
USED ORIFICE EQUATION TO DETERMINE OUTFLOW RATE
Q = Cd*A*(2gh)"1/2
PROJECT: SMITHVILLE CROSSING SUBJECT: POND CALCULATIONS JOB NO.: 60194.00.WL
PREPARED BY: DLF DATE: 02/01/07 CHECKED BY: BNM DATE: 02/01/07 PAGE NO 3 OF 3

WET DETENTION BASIN
STAGE STORAGE DISCHARGE
CALCULATIONS

D �CKSON
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COMPUTED BY _ a+Y-097, DATE A 07
CHECKED BY
DATE

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DATE Z
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Table of Contents
Wet Pond-Detetion (22 bottom).gpw
Hydraflow Hydrographs by Intelisolve
Friday, Feb 2 2007, 10:47 AM
2 - Year
SummaryReport ................................................................................................................. 1
HydrographReports........................................................................................................... 2
Hydrograph No. 13, Diversion2, Remainder.............:....................................................... 2
10 -Year
SummaryReport ................................................................................................................. 3
HydrographReports........................................................................................................... 4
Hydrograph No. 13, Diversion2, Remainder..................................................................... 4
25 - Year
SummaryReport ................................................................................................................. 5
Hvdroaraoh Reports........................................................................................................... 6
Hydrograph No. 13, Diversion2, Remainder..................................................................... 6
100 - Year
SummaryReport................................................................................................................. 7
HydrographReports........................................................................................................... 8
Hydrograph No. 13, Diversion2, Remainder..................................................................... 8

Hydrograph Summary Report
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
SCS Runoff 6.91
2
716
14,494
--
Post #1 to Pond
2
SCS Runoff 8.14
2
716
17,075
---
------
Post #2 to Pond
3
Combine 15.06
2
716
31,568
1,2
Post #1 and #2
4
Reservoir 12.15
2
720
29,891
3 23.33
12,221
<no description>
5
Diversion1 7.04
2
720
13,335
4
Spillway to Pond #2
6
Diversion2 5.10
2
720
16,556
4
Remainder
7
Diversion1 1.94
2
720
1,176
4
Overflow
8
Diversion2 10.21
2
720
28,715
4
— --
Remainder
9
Diversion1 3.17
2
720
236,433
4
--
Outfall Structure
10
Diversion2 8.98
2
720
-206,547
4
---
Remainder (Wier B & C)
11
Reservoir 0.58
2
772
7,868
5
6,531
<no description>
12
Diversion1 0.58
2
772
7,868
11
----
Overflow
13
Diversion2 0.00
2
766
0
11
-
Remainder
Wet Pond-Detetion (22 bottom).gpw
Return Period: 2 Year
Friday, Feb 2 2007, 10:47 AM
Hydraflow Hydrographs by Intelisolve

Hydrograph Plot
2
Hydraflow Hydrographs by Intelisolve
Hyd. No. 13
Remainder
Hydrograph type
= Diversion2
Storm frequency
= 2 yrs
Inflow hydrograph
= 11
Diversion method
= Pond - Pond #2
0 (cfs)
1.00
0.90
0.80
0.70
0.60
0.50
0.40
0.30
0.20
0.10
0 00
0
3 5
Hyd No. 13
Remainder
Hyd. No. 13 -- 2 Yr
8 11
Hyd No. 11
Friday, Feb 2 2007, 10:47 AM
Peak discharge
= 0.00 cfs
Time interval
= 2 min
2nd diverted hyd.
= 12
Pond structure
= Weir A
13 16 19
Hyd No. 12
Hydrograph Volume = 0 cult
0 (cfs)
1.00
0.90
0.80
0.70
0.60
0.50
0.40
0.30
0.20
0.10
0.00
21 24 27 29
Time (hrs)

Hydrograph Summary Report
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
SCS Runoff
12.17
2
716
26,472
----
------
Post #1 to Pond
2
SCS Runoff
14.34
2
716
31,186
--
------
Post #2 to Pond
3
Combine
26.51
2
716
57,658
1,2
Post #1 and #2
4
Reservoir
23.80
2
718
55,980
3
23.44
14,289
<no description>
5
Diversionl
14.35
2
718
29,430
4
Spillway to Pond #2
6
Diversion2
9.45
2
718
26,550
4
------
Remainder
7
Diversion'!
4.82
718
4,418
4
-----
--
Overflow
8
Diversion2
18.97
718
51,562
4
-- --
---
Remainder
9
Diversionl
4.63
2
718
245,436
4
----
--
Outfall Structure
10
Diversion2
19.17
2
718
-189,462
4
------
---
Remainder (Wier B & C)
11
Reservoir
6.40
2
726
23,963
5
23.49
10,917
<no description>
12
Diversionl
6.40
2
726
23,963
11
----
----
Overflow
13
Diversion2
0.00
2
732
0
11
---
----
Remainder
Wet Pond-Detetion (22 bottom).gpw
Return Period: 10 Year
Friday, Feb 2 2007, 10:47 AM
Hydraflow Hydrographs by Intelisolve

Hydrograph Plot
4
Hydraflow Hydrographs by Intelisolve
Hyd. No. 13
Remainder
Hydrograph type
= Diversion2
Storm frequency
= 10 yrs
Inflow hydrograph
= 11
Diversion method
= Pond - Pond #2
Friday, Feb 2 2007, 10:47 AM
Peak discharge = 0.00 cfs
Time interval = 2 min
2nd diverted hyd. = 12
Pond structure = Weir A
Hydrograph Volume = 0 cuft
Remainder
Q (cfs) Hyd. No. 13 -- 10 Yr Q (cfs)
7.00
6.00
5.00
4.00
3.00
2.00
1.00
000
7.00
6.00
5.00
4.00
3.00
2.00
1.00
0 00
0 2 5 7 9 12 14 16 19 21 23 26
Time (hrs)
— Hyd No. 13 Hyd No. 11 Hyd No. 12

Hydrograph Summary Report
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
SCS Runoff
14.37
2
716
31,616
— -
— -
Post #1 to Pond
2
SCS Runoff
16.93
2
716
37,247
----
--
Post #2 to Pond
3
Combine
31.30
2
716
68,863
1,2
-----
- ---
Post #1 and #2
4
Reservoir
28.34
2
718
67,185
3
23.48
15,040
<no description>
5
Diversionl
17.40
2
718
36,615
4
-----
- — -
Spillway to Pond #2
6
Diversion2
10.94
2
718
30,570
4
------
------
Remainder
7
Diversion1
6.07
718
5,762
4
-----
--
Overflow
8
Diversion2
22.27
[
718
61,423
4
----
------
Remainder
9
Diversionl
4.87
2
718
247,914
4
-----
Outfall Structure
10
Diversion2
23.47
2
718
-180,735
4
----
----
Remainder (Wier B & C)
11
Reservoir
9.91
2
724
31,148
5
23.59
12,837
<no description>
12
Diversion'!
9.91
2
724
31,148
11
---
—
Overflow
13
Diversion2
j
0.00
2
724
0
11
--
Remainder
Wet Pond-Detetion (22 bottom).gpw
Return Period: 25 Year
Friday, Feb 2 2007, 10:47 AM
Hydraflow Hydrographs by Intelisolve

6
Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Hyd. No. 13
Remainder
Hydrograph type
= Diversion2
Storm frequency
= 25 yrs
Inflow hydrograph
= 11
Diversion method
= Pond - Pond #2
Q (cfs)
10.00
4.00
2.00
Remainder
Hyd. No. 13 -- 25 Yr
Friday, Feb 2 2007, 10:47 AM
Peak discharge
= 0.00 cfs
Time interval
= 2 min
2nd diverted hyd.
= 12
Pond structure
= Weir A
Hydrograph Volume = 0 cuft
Q (cfs)
10.00
4.00
2.00
0.00 ' ' 1 1 1
" ' ' ' ' 0.00
0 2 5 7 9 12 14 16 19 21 23 26
Time (hrs)
Hyd No. 13 Hyd No. 11 Hyd No. 12

Hydrograph Summary Report
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
SCS Runoff
18.14
2
716 40,556
---
------
----- Post #1 to Pond
2
SCS Runoff
21.37
2
716 47,778
---
--- Post #2 to Pond
3
Combine
39.50
2
716 88,334
1,2
---- Post#1 and #2
4
Reservoir
36.08
2
718 86,655
3
23.55
16,268 <no description>
5
Diversionl
22.65
2
718 49,209
4
------
Spillway to Pond #2
6
Divers1on2
13.43
2
718 37,446
4
Remainder
7
Diversionl
8.23
2
718 8,191
4
Overflow
8
Diversion2
27.84
2
718 78,464
Remainder
9
Diversionl
5.20
2
718 251,402
4
------ Outfall Structure
10
Diversion2
30.88
2
718-164,753
4
Remainder (Wier B & C)
11
Reservoir
15.35
2
722 43,743
5
<no description>
12
Diversionl
15.35
2
722 43,743
11
Overflow
13
Diversion2
0.00
2
724 0
11
-- Remainder
Wet Pond-Detetion (22 bottom).gpw
Return Period: 100 Year
Friday, Feb 2 2007, 10:47 AM
Hydraflow Hydrographs by Intelisolve

Hydrograph Plot
8
Hydraflow Hydrographs by Intelisolve
Hyd. No. 13
Remainder
Hydrograph type
= Diversion2
Storm frequency
= 100 yrs
Inflow hydrograph
= 11
Diversion method
= Pond - Pond #2
Q (cfs)
18.00
15.00
12.00
Wroid
3.00
Remainder
Hyd. No. 13 -- 100 Yr
Friday, Feb 2 2007, 10:47 AM
Peak discharge
= 0.00 cfs
Time interval
= 2 min
2nd diverted hyd.
= 12
Pnnrl etn it-h irc
= 1A/cir A
Hydrograph Volume = 0 cult
Q (cfs)
18.00
15.00
12.00
•m
MIRE
3.00
0 2 5 7 9 12 14 16 19 21 23 26
Time (hrs)
Hyd No. 13 Hyd No. 11 Hyd No. 12

Pond Report
Hydraflow Hydrographs by Intelisolve
Friday, Feb 2 2007, 10:48 AM
Pond No. 1 - Pond
Pond Data
Pond storage is based on known contour areas. Average end area method used.
Stage! Storage Table
Stage (ft) Elevation (ft)
Contour area (sgft)
Incr. Storage (cuft) Total storage (cult)
0.00 22.50
12,829
0 0
0.25 22.75
13,359
3,274 3,274
0.50 23.00
13,896
3,407 6,680
0.60 23.10
14,111
1,400 8,081
0.65 23.15
17,757
797 8,877
0.75 23.25
18,271
1,801 10,679
1.00 23.50
18,925
4,650 15,328
1.25 23.75
19,582
4,813 20,142
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[D]
[A] [B]
[C]
[D]
Rise (in) = 15.00
1.50
0.00
0.00
Crest Len (ft) = 12.00 27.00
12.00
0.00
Span (in) = 15.00
1.50
0.00
0.00
Crest El. (ft) = 23.15 23.15
23.20
0.00
No. Barrels = 1
1
0
0
Weir Coeff. = 3.33 3.33
3.33
0.00
Invert El. (ft) = 22.10
22.50
0.00
0.00
Weir Type = Riser Ciplti
Ciplti
---
Length (ft) = 35.00
0.00
0.00
0.00
Multi -Stage = Yes No
No
No
Slope (%) = 1.43
0.00
0.00
0.00
N-Value = .013
.013
.000
.000
Orif. Coeff. = 0.60
0.60
0.00
0.00
Multi -Stage = n/a
Yes
No
No
Exfiltration = 0.000 in/hr (Contour) Tailwater Elev.
= 0.00 ft
Stage / Storage / Discharge Table
Stage
Storage
Elevation
Civ A
ft
cuft
ft
cfs
0.00
0
22.50
0.00
0.25
3,274
22.75
0.74
0.50
6,680
23.00
0.74
0.60
8,081
23.10
0.74
0.65
8,877
23.15
0.74
0.75
10,679
23.25
1.33
1.00
15,328
23.50
4.96
1.25
20,142
23.75
5.92
Note: Culvert/Orifice outflows have been analyzed under inlet and outlet control.
Civ B
Civ C Clv D Wr A
Wr B
Wr C Wr D Exfil
Total
cfs
cfs cfs cfs
cfs
cfs cfs cfs
cfs
0.00
0.00
0.00
0.00 -
0.00
0.03
0.00
0.00
0.00 --- ---
0.03
0.04
0.00
0.00
0.00
0.04
0.04
- - 0.00
0.00
0.00 -- --
0.04
0.05
- --- 0.00
0.00
0.00
0.05
0.05
--- --- 1.26
2.84
0.45 -- ---
4.60
0.01
-- - 4.95
18.62
6.57 --- --
30.14
0.01
- - 5.91
41.79
16.30 -- ---
64.00

Pond Report
Hydraflow Hydrographs by Intelisolve
Pond No. 2 - Pond #2
Pond Data
Pond storage is based on known contour areas. Average end area method used.
Stage / Storage Table
Stage (ft) Elevation (ft)
Contour area (sqft)
Incr. Storage (cuft)
Total storage (cult)
0.00 22.00
2,676
0
0
0.50 22.50
2,979
1,414
1,414
1.00 23.00
3,296
1,569
2,983
1.15 23.15
17,757
1,579
4,561
1.25 23.25
18,271
1,801
6,363
1.50 23.50
18,925
4,650
11,012
1.75 23.75
19,582
4,813
15,826
Culvert / Orifice Structures
[A]
IBl
Rise (in)
= 0.00
0.00
Span (in)
= 0.00
0.00
No. Barrels
= 0
0
Invert El. (ft) = 0.00
0.00
Length (ft)
= 0.00
0.00
Slope (%)
= 0.00
0.00
N-Value
= .013
.000
Orif. Coeff.
= 0.60
0.00
Multi -Stage
= n/a
No
Stage / Storage 1 Discharge Table
Stage
Storage Elevation
Clv A
ft
cuft ft
cis
0.00
0 22.00
--
0.50
1,414 22.50
--
1.00
2,983 23.00
1.15
4,561 23.15
1.25
6,363 23.25
---
1.50
11,012 23.50
1.75
15,826 23.75
---
[C]
0.00
0.00
0
0.00
0.00
0.00
.000
0.00
No
[D]
0.00
0.00
0
0.00
0.00
0.00
.000
0.00
No
Weir Structures
Friday, Feb 2 2007, 10:48 AM
[A]
[B]
[C]
[D]
Crest Len (ft)
= 12.00
0.00
0.00
0.00
Crest El. (ft)
= 23.20
0.00
0.00
0.00
Weir Coeff.
= 3.33
0.00
0.00
0.00
Weir Type
= Ciplti
--
-
--
Multi-Stage
= No
No
No
No
Exfiltration = 0.000 in/hr (Contour) Tailwater Elev. = 0.00 ft
Note: Culvert/Orifice outflows have been analyzed under inlet and outlet control.
Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil
Total
cfs cfs cfs cfs cfs cfs cis cfs
cfs
- --- --- 0.00 - -- ---
0.00
-- --- 0.00 -- -- -
0.00
- - -- 0.00 -- - - --
0.00
- -- - 0.00 -- -- ---
0.00
-- -- -- 0.45 -- - --- ---
0.45
-- --- - 6.57 -- - --- --
6.57
-- -- -- 16.30 -- --- --- ---
16.30

STORMWATER DRAINAGE
SYSTEM CALCULATIONS

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Table of Contents
HYDROGRAPHS.gpw
Hydraflow Hydrographs by Intelisolve
Tuesday, Feb 6 2007, 9:25 AM
Hydrograph Return Period Recap..................................................................... 1
2 - Year
SummaryReport ................................................................................................................ 2
HydrographReports.......................................................................................................... 3
Hydrograph No. 1, Rational, PRE-DEVELOPMENT........................................................ 3
10 -Year
SummaryReport ................................................................................................................ 4
HydrographReports.......................................................................................................... 5
Hydrograph No. 1, Rational, PRE-DEVELOPMENT........................................................ 5
25 - Year
SummaryReport ................................................................................................................ 6
HvdroaraphReports.......................................................................................................... 7
Hydrograph No. 1, Rational, PRE-DEVELOPMENT........................................................ 7

Hydrograph Return Period Recap
Hyd.
Hydrograph
Inflow
Peak Outflow (cfs)
Hydrograph
No.
type
Hyd(s)
description
(origin)
1-Yr
2-Yr
3-Yr
5-Yr
10-Yr
25-Yr
50-Yr
100-Yr
1
Rational
----- -----
35.38
-- --
42.75
50.69 58.49
------
64.51
PRE -DEVELOPMENT
2
Rational
---- ------
36.31
----
43.87
52.03 60.03
-------
66.20
POST -DEVELOPMENT
3
Rational
-- -- -----
16.42
-----
19.84
23.53 27.14
------
29.94
W INF
4
Rational
----- ------
21.92
------
26.48
31.40 36.23
------
I
39.95
E INF
Proj.
file: HYDROGRAPHS.gpw
FTUesday,
Feb 5 2007, 9:25 AM
Hydraflow Hydrographs by Intellsolve

Hydrograph Summary Report
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(tuft)
Hydrograph
description
1
Rational 35.38
1
10
21,230
---
---
----
PRE -DEVELOPMENT
2
Rational 36.31
1
10
21,788
---
POST -DEVELOPMENT
3
Rational 16.42
1
10
9,852
---
W INF
4
Rational 21.92
1
I
10
13,150
----
E INF
HYDROGRAPHS.gpw
Return
Period: 2
Year
Tuesday,
Feb 6 2007, 9:25 AM
Hydraflow Hydrographs by Intelisolve

3
Hydrograph Plot
Hydraflow Hydrographs by Intelisolve Tuesday, Feb 6 2007, 9:25 AM
Hyd. No. I
PRE -DEVELOPMENT
Hydrograph type
= Rational
Peak discharge
= 35.38 cfs
Storm frequency
= 2 yrs
Time interval
= 1 min
Drainage area
= 7.930 ac
Runoff coeff.
= 0.79
Intensity
= 5.648 in/hr
Tc by User
= 10.00 min
IDIF Curve
= SOUTHPORTADIF
Asc/Rec limb fact
= 1/1
Q (cfs)
40.00
30.00
K1111111
10.00
Hydrograph Volume = 21,230 cuft
PRE -DEVELOPMENT
Hyd. No. 1 — 2 Yr
...... .. . . - . . .... .. . ...
........................ . . . . ... ....... . . r . . .. ............... ... . . . ........... . . . . .. ................... . ........ ........... .. . ..... .. . . . ...... ... . ... ...... . ...... . ........ . .. ... ..... ... ... ... ... . . . . . .......... . .... ... ...... . ........
... .. .... ........... ....
Q (cfs)
40.00
30.00
20.00
10.00
0.00 11 1 1 1 IN 0.00
0.0 0.1 0.2 0.3 0.3
Hyd No. 1 Time (hrs)

4
Hydrograph Summary Report
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
- Volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
Rational
50.69
1
10
30,417
----
------
------
PRE -DEVELOPMENT
2
Rational
52.03
1
10
31,216
----
------
------
POST -DEVELOPMENT
3
Rational
23.53
1
10
14,115
----
W INF
4
Rational
31.40
1
10
18,839
----
E INF
HYDRQGRAPHS.gpw
Return Period: 10 Year
Tuesday, Feb 6 2007, 9:25 AM
Hydraflow Hydrographs by Intelisolve

Hydrograph Plot
Hydraflow Hydrographs by Intelisolve Tuesday, Feb 6 2007, 9:25 AM
Hyd. No. 1
PRE -DEVELOPMENT
Hydrograph type
= Rational
Peak discharge
= 50.69 cfs
Storm frequency
= 10 yrs
Time interval
= 1 min
Drainage area
= 7.930 ac
Runoff coeff.
= 0.79
Intensity
= 8.092 in/hr
Tc by User
= 10.00 min
IDF Curve
= SOUTHPORT.IDF
Asc/Rec limb fact
= 1/1
Q (cfs)
60.00
50.00
40.00
30.00
20.00
10.00
0.00 —"
0.0
Hyd No. 1
0.1
PRE -DEVELOPMENT
Hyd. No. 1 --10 Yr
0.2
0.3
Hydrograph Volume = 30,417 cuft
Q (cfs)
60.00
50.00
40.00
20.00
10.00
1 0.00
0.3
Time (hrs)
5

Hydrograph Summary Report
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
Rational
58.49 1
10
35,095
---
-----
----
PRE -DEVELOPMENT
2
Rational
60.03 1
10
36,017
---
----
-----
POST -DEVELOPMENT
3
Rational
27.14 1
10
16,286
---
----
W INF
4
Rational
36.23 1
10
21,737
---
------
------
E INF
HYQROGRAPHS.gpw
Return
Period: 25
Year
Tuesday,
Feb 6 2007, 9:25 AM
Hydraflow Hydrographs by Intelisolve

Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Tuesday, Feb 6 2007, 9:25 AM
Hyd. No. 1
PRE -DEVELOPMENT
Hydrograph type = Rational
Peak discharge
= 58.49 cfs
Storm frequency = 25 yrs
Time interval
= 1 min
Drainage area = 7.930 ac
Runoff coeff.
= 0.79
Intensity = 9.337 in/hr
Tc by User
= 10.00 min
IDF Curve = SOUTHPORT.IDF
Asc/Rec limb fact
= 1/1
Q (cfs)
60.00
50.00
40.00
30.00
20.00
10.00
000
PRE -DEVELOPMENT
Hyd. No. 1 -- 25 Yr
Hydrograph Volume = 35,095 cult
Q (cfs)
60.00
50.00
40.00
30.00
20.00
10.00
0 00
0.0 0.1 0.2 0.3 0.3
Hyd No. 1 Time (hrs)
7

Hydrograph Summary Report
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
SCS Runoff
6.91
2
716
14,494
--
----
Post #1 to Pond
2
SCS Runoff
8.14
2
716
17,075
— -
--
Post #2 to Pond
3
Combine
15.06
2
716
31,568
1.2
Post#1 and#2
4
Reservoir
8.51
2
722
29,625
3
23.37
14,437
Pond Routing
5
Diversions
3.95
2
722
238,014
4
—
Outflow Structure
6
Diversion2
4.56
2
I
I
722
-208,395
4
---
Overflow Spillway
Wet Detention -Extra Storage.gpw
Return Period: 2 Year
Friday, Feb 2 2007, 2:19 PM
Hydraflow Hydrographs by Intelisolve

Hydrograph Summary Report
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
SCS Runoff
14.37
2
716
31,616
—
------
------
Post #1 to Pond
2
SCS Runoff
16.93
2
716
37,247
---
Post #2 to Pond
3
Combine
31.30
2
716
68,863
1.2
Post #1 and #2
4
Reservoir
25.62
2
720
66,897
3
23.65
19,774
Pond Routing
5
Diversion'!
5.58
2
720
253,486
4
Outflow Structure
6
Diversion2
20.03
2
720
-186,595
4
Overflow Spillway
Wet Detention -Extra Storage.gpw
Return Period: 25 Year
Friday, Feb 2 2007, 2:1 S PM
Hydraflow Hydrographs by Intelisolve

Hydrograph Summary Report
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
SCS Runoff 15.73
2
716
34,833
—
------
---
Post #1 to Pond
2
SCS Runoff 18.53
2
716
41,037
---
Post#2 to Pond
3
Combine 34.26
2
716
75,870
11,2
Post#1 and #2
4
Reservoir 28.23
2
720
73,902
3
23.69
20,475
Pond Routing
5
Diversion1 5.71
2
720
255,650
4
----
- —
Outflow Structure
6
Diversion2 22.52
2
720
-181,755
4
-----
Overflow Spillway
Wet Detention -Extra Storage.gpw
Return Period: 50 Year
Friday, Feb 2 2007, 2:1 S PM
Hydraflow Hydrographs by Intelisolve

4
Hydrograph Summary Report
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
SCS Runoff 18.14
2 716
40,556 ---
------
Post #1 to Pond
2
SCS Runoff 21.37
2 716
47,778 ---
Post #2 to Pond
3
Combine 39.50
2 716
88,334 1,2
Post #1 and #2
4
Reservoir 32.85
2 720
86,362 3
23.75
21,662
Pond Routing
5
Diversion'! 5.91
2 720
259,407 4
Outflow Structure
6
Diversion2 26.94
2 720
-173,052 4
Overflow Spillway
Wet Detention -Extra Storage.gpw
Return Period: 100 Year
Friday, Feb 2 2007, 2:19 PM
Hvdraflow Hydrographs by Intelisolve

LETTER OF TRANSMITTAL PSWK
WDICKSON
community infrastructure consultants
909 Market Street Wilmington, North Carolina 28401
TO: Chris Baker
NCDENR
910.762.4200 tel. [phone] fax
DATE: 11 /20/06
RE: Smithville Crossing
Stormwater Permit Submittal
PROJECT NO: 60194.00.WL
We are sending via: ❑ Overnight ❑ Regular Mail ❑ Pick-up
The following items: ❑ Correspondence ® Plans
M Other as listed below:
® Hand Delivered
® Specifications
COPIES
DATE
NO.
DESCRIPTION
2
Original and One Copy of Stormwater Permit Application
2
Original and One Copy of Infiltration Basin Supplemental
2
Original and One Copy of Permeable Pavement Maintenance
Agreement
2
Stormwater Narrative
2
Stormwater Calculations
2
Geotechnical Report
2
Project Specifications
2
Plan Set
THESE ARE TRANSMITTED as checked below:
® For Approval ❑ As Requested ❑ Approved as Submitted ❑ Returned for Corrections
❑ For Your Use ❑ Approved as Noted ❑ For Review and Comment RE.Cf!.i
❑ Forward to Subcontractor NOV 2 1 2006
REMARKS: BY' W VO t v
Chris - Enclosed please find the stormwater permit submittal package for the Smithville Crossing
Please contact me at [phone] if you have any questions or need additional information.
Thank
COPY TO: Proiect File
v .:0isereund,

I�,iAr
NCDENR D VC - A P
�
North Carolina Department of Environment and Natural Resources 1
O 127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone] /� y O
Request for Express Permit Review l
� a P
FILL-IN all information below and CHECK required Permit(s).
FAX or email to Cameron. WeavertancmaiLnet along with a narrative and vicinity may of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name Glenn Richardson
Company _Smithville Crossing, LLC
Address_1327 Live Oak Parkway City/State_ Wilmington, NC Zip 28403 _ County New Hanover
Phone [phone] Fax [phone] Email gr chardsonC-)richardsonarchkecture.com
PROJECT Name_Smithville Crossin
PROJECT SYSTEM(S) TRIBUTARY TO Price Creek (STREAM NAME) _Cape Fear RIVER BASIN
ENGINEER/CONSULTANT Denise Freund, P.E.
Company W. K. Dickson
Address 909 Market Street City/State Wilmington, NC Zip 28401 _ County New Hanover
Phone [phone] Fax [phone] Email [e-mail]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------
State or National Environmental Policy Act (SEPA, NEPA) - EA or EIS Required ❑ Yes ® No
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------
❑ SIREAN ORIGIN determination; # of stream calls; Stream Name
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------
® STORMWA TER ❑ Low Density ❑ High Density -Detention Pond ® High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
------------------------------------------------------------------------------------------------=---------------------------------------------------
® LAND QUALITY ® Erosion and Sedimentation Control Plan with 8 acres to be disturbed.
----------------------------------------------------------------------------------------------------------------------------------------------------
WETLANDS (401) Wetlands on Property ❑ Yes ® No Isolated Wetlands on Property ❑ yes ® No
Check all that apply Wetlands Will Be Impacted ❑ Yes ❑ No Wetland Impacts: Acre(s)
Wetlands Delineation has been completed ❑ Yes ❑ No ❑ Buffers Impacted: Acres)
USACOE Approval of Delineation completed ❑ Yes ❑ No
404 Application in process wIUSACOE ❑Yes ❑No I Permit received from USACE ❑Yes ❑No
401 Application required ❑Yes ❑ No If Yes, ❑ Regular ❑ Express
------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES:- Fee Split for multiple permits:
SW _..__ $
CAMA $
LQS $
401 $ Total Fee Amount $

GENERAL PROJECT NARRATIVE
Smithville Crossing
Southport, NC
October 10, 2006
W. K. Dickson & Co., Inc.
909 Market Street
Wilmington, North Carolina 28401
[phone]

Project Description
The scope of this project includes the redevelopment of the former Wilson Rose's Shopping Center
into a project incorporating retail and hotel uses. 'ine site is located at the gateway to the City of
Southport at the intersection of NC 211 and NC 87. The property is located within the BD (Business
District) zoning district according to the City of Southport Zoning Map. This zoning district was
established to provide a commercial related district with lot and setback requirements suitable for
placement abutting residential areas. The proposed redevelopment is in accordance with the intent
and allowed uses in the BD zoning district.
Proposed Use
The existing building on the site will be renovated and converted into approximately 38,758 sf of
retail space and 36,973 sf of storage facility. A new 4-story, 86 room hotel will be constructed on a
portion of the former parking lot. Renovating the existing building and parking lot will greatly
enhance the appearance of this gateway into Southport by dramatically improving the appearance of
the existing dilapidated structure and parking area.
Parking
Parking for this project will be provided in the existing parking lot of the shopping center, which will
be repaired and resurfaced where necessary. Additional parking has been added to the west of the
existing building to serve both the retail spaces and the storage facility. The parking areas have been
designed in accordance with the City of Southport zoning ordinance and will be nicely landscaped to
provide a softer feel to the parking lot. Grassed median areas have been added between the parking
aisles of the parking lot to provide additional green space within the parking area. Eleven handicap
parking spaces, nine were required, have been located throughout the parking area to provide access
at a number of the entrances to the renovated building and the hotel. Loading areas for both the retail
and storage facility spaces have been provided along the south and west sides of the building to allow
deliveries to the building.
Landscaping
An extensive landscape plan using plant material. appropriate for the project area, including live and
willow oaks, wax myrtles, and crape myrtles has been proposed for this important gateway project.
Grassed swales have been located between the parking aisles in the parking lot to provide green space
and trees have been located at the ends of the grassed swales to provide a boulevard affect within the
parking lot. Streetscape plant materials will be provided along Robert Ruark Drive. Six foot wooden
shadowbox fences are proposed along both the south and west property lines adjacent to the existing
and proposed residential developments. A row of wax myrtles is proposed in front of the fence along
the west property line to provide additional screening between the commercial and residential
properties. The proposed hotel will have foundation plantings as well as a planter beneath the hotel
drop-off canopy. Planter boxes filled are proposed to be provided in the pedestrian walkway area in
front of the proposed retail space. An irrigation system will be designed and installed to ensure the
proposed landscaping flourishes upon completion of the project.
Signage
A pole mounted, interior lit sign for the shopping center will be provided within the parking lot at a
location that is yet to be determined. Individual signs for the retail spaces will be building mounted
and will be designed at a later time. Entrance and exit signs, also with interior lighting, will be
located at the entrance on Robert Ruark Drive as well as at the entrance on NC 211.

Site Lighting
Both pole and building mounted exterior lighting will be provided for the project. Lighting fixtures
have been selected and located to minimize glare for drivers within the parking lot. Additionally,
extensive attention was paid to designing the site lighting so that the parking areas are safely lit with
little spillover light and glare to the residential properties along the south and west sides of the
commercial property.
Water
A proposed 6" DIP water line has been proposed from the existing 6" water line in Robert Ruark
Drive to the existing 6" water line along the south side of the proposed hotel in the existing 33' Right
of Way easement. Looping the water line in this manner will provide improved service for the
shopping center and the hotel.. Proposed V PE water service lines with individual meters will be
provided for the retail spaces as well as the storage facility, while a 1" PE water service line with a
meter will be provided for the proposed hotel. Backflow prevention devices will be provided in
accordance with design standards. Both the hotel and the renovated building will be served with
dedicated 6" fire protection lines. Sprinkler systems for both the renovated building and the proposed
hotel will be designed by a licensed sprinkler contractor based on specifications provided by a
licensed mechanical engineer. The sprinkler systems are required by the NC Building Code and will
be based on NFPA standards with input from the local Fire Marshall. Standpipes will be located as
required by code, and an FDC will be provided for connection to necessary fire fighting apparatus.
Additionally, two fire hydrants have been located in the parking area.. A 1" PE water service with a
backflow prevention device will be designed at a! later date to serve the proposed irrigation system for
the project.
Sewer
A proposed 8" C900 PVC sewer line is proposed to serve the renovated building and the proposed
hotel. The proposed sanitary sewer line will connect to the existing sanitary sewer line located in
Robert Ruark Drive. Cleanouts will be located just outside the retail spaces as well as outside the
proposed canopy over the pedestrian walkway area to the east of the renovated building to allow
access to the service lines if required. 4" Schedule 40 PVC sanitary sewer service lines are proposed
for the retail spaces while the hotel will be served by a 6" Schedule 40 PVC line.
Stormwater
The project will result in an overall decrease in impervious area of approximately 21,446 sf (8%
reduction) due to the addition of the grassed median areas between the parking aisles as well as the
proposed landscape areas along Robert Ruark Drive and surrounding the proposed hotel. In addition
to providing green space within the parking lot, the grassed median swales will also serve to improve
the quality of the runoff from the parking lot by serving as a filtering system before the pavement
runoff reaches the storm sewer system. A grassed swale has also been added to the west of the
additional parking area for the renovated building to convey runoff to the storm sewer system. This
grassed swale will also serve to improve the quality of the runoff. During the design process, the
existing storm sewer system was found to be inadequate to convey even a 2-year storm event. To
improve the existing drainage problems in the parking lot and meet the City of Southports' zoning
ordinance, it has been necessary to replace the existing storm sewer system with larger pipes with
positive flow. The proposed storm sewer system will adequately pass not only the 2-year storm, but
the 10-year and the 25-year storm as well. As the storm sewer system conveyance improves, the peak
discharge for the system will reach the existing outfall location much more quickly than it does in it's

current configuration. In order to detain the post -construction peak discharges to the pre -construction
discharge levels, an underground stormwater detention system is proposed to reduce the peak
discharge for the 2-year, 10-year, and 25-year storms prior to discharging into the existing storm
sewer system outfall at the Kerr DMagstore property.
Refuse
Two refuse collection areas are proposed for the project. A 27' x 19' dumpster pad with a shadowbox
fence enclosure is proposed to service the renovated building. Tenants of the building will convey
their refuse to the dumpster location through the use of rolling carts. A 12' x 12' dumpster pad, also
designed with a shadowbox fence enclosure, is proposed to service the hotel. The site plan, location
of the refuse collection areas, and intended service path for collection has been reviewed and
approved by Waste Industries personnel.
Traffic
An evaluation of the traffic to be generated by the proposed shopping center and hotel has found that
the proposed use for the renovated shopping center will generate significantly less traffic than the
prior use of the shopping center.
Summary
This project will provide a revitalized retail site in addition to provide hotel accommodations within
walking distance of downtown Southport. The project has been discussed with both the commercial
and residential properties adjacent to the project. The renovation of the Wilson Roses Shopping
Center will provide a positive impact to this gateway to the City of Southport.