SW7080939_CURRENT PERMIT_20090522

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE it
YYYYMMDD

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Freshwater Traders, LLC
Attn: Mr. Bob Oakes
PO Box 1807
Nags Head, NC 27959
Dear Mr. Oakes:
Division of Water Quality
Coleen K Sullins
Director
May 22, 2009
Dee Freeman
Subject: Stormwater Permit No. SW7080939
Columbia Park - Phase 1
High Density Stormwater Project
Tyrrell County
The Washington Regional Office received a completed Stormwater Management
Permit Application for the subject project on May 15, 2009. 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. SW7080939 dated May 22, 2009 for the subject
project.
12,3°�vl
This permit shall be effective from the date of issuance until May 22, 2019, 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
and in the submitted application. 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 27447, Raleigh, NC 27611-7447. Unless such demands are made
this permit shall be final and binding.
North Carol ina Division of Water Quality Internet, www.ncwaterqualitv.ore
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity)Affirmative Action Employer — 50% Recycled110% Post Consumer Paper
NorthCarolina
Naturally

Page 2 of 9
Freshwater Traders, LLC
May 22, 2009
Page Two
If you have any questions, or need additional information concerning this matter,
please contact either Bill Moore, or me at [phone].
Sincee ely,
1 AI Ho � e
Regional Supervisor
Surface Water Protection Section
cc: Albemarle & Associates
Tyrrell County Building Inspections
Washington Regional Office
Central Files

Page 3 of 9
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
Freshwater Traders, LLC
Columbia Park - Phase 1
Tyrrell County
FOR THE
construction, operation and maintenance of a wet detention basin 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 May 22, 2019 and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of
stormwater described in the application and other supporting data.
2. This stormwater system has been approved for the management of
stormwater runoff as described in Section 1.6 on page 4 of this permit. The
stormwater controls have been designed to handle the runoff for Columbia
Park, Phase 1, involving 6.07 acres of impervious area.
3. 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 and permit.
4. The tract will be limited to the amount of built -upon area indicated on page
4 of this permit, and per approved plans.

Page 4 of 9
5.
C.
The runoff from all built -upon area within the permitted drainage areas of
this project must be directed into the permitted stormwater control system
The following design criteria have been provided in the wet detention
basin and must be maintained at design condition:
a.
Total Site Area:
84.4 acres
(Phase 1 Project Area)
10.3 acres
b.
Total Impervious Surfaces:
6.07 acres
(Phase 1 only)
C.
Design Storm:
1.0 - inch
d.
Pond Depth:
6.4 ft
e.
TSS removal efficiency:
90 %
f.
Permanent Pool Elevation, FMSL:
1.4 ft
g.
Permanent Pool Surface Area Required:
26,417 sf
h.
Permanent Pool Surface Area Provided:
56,757 sf
i.
Permanent Storage Volume Required:
21,995 cf
j.
Permanent Storage Volume Provided:
48,603 cf
k.
Temporary Storage Elevation, FMSL:
2.2 ft
I.
Small Diameter Controlling Orifice:
3.5 - inch pipe
M.
Receiving Stream/River Basin:
UT -Scuppernong River
n.
Classification of Water Body:
SC
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of
any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded
areas of the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at
optimum efficiency. The approved Operation and Maintenance Plans
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.

Page 5 of 9
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, filter media,
flow spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass 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.
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.
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.
7. 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.
Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received
approval for revised plans, specifications, and calculations prior to
construction, for any modification to the approved plans, including, but not
limited to, those listed below:
a. Any revision to any item shown on the approved plans, including
the stormwater management measures, built -upon area, details,
etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or
to the drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the
project area. The project area is defined as all property owned by
the permittee, for which Sedimentation and Erosion Control Plan
approval or a CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on
the approved plan.

Page 6 of 9
10. The permittee shall submit final site layout and grading plans for any
permitted future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on
file by the Permittee at all times.
12. The Director may notify the permittee when the permitted site does not
meet one or more of the minimum requirements of the permit. Within the
time frame specified in the notice, the permittee shall submit a written time
schedule to the Director for modifying the site to meet minimum
requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
13. This permit shall be effective from the date of issuance until May 22, 2019.
Application for permit renewal shall be submitted 180 days prior to the
expiration date of this permit and must be accompanied by the processing
fee.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the
Director. In the event of a change of ownership, or a name change, the
permittee must submit a formal permit transfer request to the Division of
Water Quality, accompanied by a completed name/ownership change
form, documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request will be
considered on its merits and may or may not be approved. The permittee
is responsible for compliance with all permit conditions until such time as
the Division approves the transfer request.
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.
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 permittee grants DENR Staff permission to enter the property during
normal business hours for the purpose of inspecting all components of the
permitted stormwater management facility.
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.

Page 7 of 9
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.
Approved plans and specifications for this project are incorporated by
reference and are enforceable parts of the permit. A copy of the approved
plans and specifications shall be maintained on file by the Permittee for
the life of the project.
9. The permittee shall notify the Division of any name, ownership or mailing
address changes within 30 days.
Permit issued this the 22 nd day of May, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
..\L+
for
uoieen H. 6unrns, uirecior
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7080939

Page 8 of 9
Stormwater Permit No. SW7080939
Wet Pond System
Columbia Park - Phase 1
Columbia, NC
Designer's Certification
I, as a duly registered
in the State of North Carolina, having been
authorized to observe (periodically/ weekly/ full time) the construction of the
project,
(Project)
for (Project Owner) hereby state that,
to the best of my abilities, due care and diligence was used in the observation of
the project construction such that the construction was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Note: The checklist on the following page must be included with this
Certification. Any changes or deviations from the approved plans and
specifications must be explained in detail, and may require a permit modification.
The certification forms should be submitted to the Division of Water Quality at the
appropriate Regional office.
SEAL
Signature
Registration Number
Date

Page 9 of 9
Complete this checklist for each system and include with
Certification:
1. The drainage area to the system contains approximately the
permitted acreage.
2. The drainage area to the system contains no more than the
permitted amount of built -upon area.
3. All the built -upon area associated with the project is graded such
that the runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the
system.
5. The bypass structure elevations are per the approved plan.
6. The bypass structure is located per the approved plans.
7. A 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. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved
plans.

tVp
State of North Carolina ,S (t f, }GK 9/20 g
Department of Environment and Natural Resources
Division of Water Quality RECEIVE®
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original SEK 3 0 2008
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Freshwater Traders, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
3. Mailing Address for person listed in item 2 above:
City:Nags Head State:NC Zip:27959
Phone: [phone] Fax: (252 ) 480-4705
Email:boakes®villagerealtyobx.com
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Columbia Park - Phase la
5. Location of Project (street address):
City:Columbia County: Tyrrell Zip:27925
6. Directions to project (from nearest major intersection):
7. Latitude:35° 55' 13" N Longitude:760 14' 57" W of project
8. Contact person who can answer questions about the project:
Name:Michael 1. Morway, PE Telephone Number: (252 ) 441-2113
Email:[e-mail]
II. PERMIT INFORMATION:
1. Specify whether project is (check one): ®New ❑Renewal ❑Modification
FormSWU-101 Version02.19.08 Page 1 of

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit
and its issue date (if
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater runoff from the homesites will sheet flow to new right-of-ways and easementswhere is will be
collected via flumsa and curb inlets and conveyed to new swales. The swales will provide additonal filtration and
infiltration as it directs the runoff into an engineered stormwater management pond for tretament 1rior to release.
2. Stormwater runoff from this project drains to the Pasquotank River basin.
3. Total Property Area: 84.4 acres
4. Total Wetlands
5. 100' Wide Strip of Wetland Area: acres (not applicable if no wetlands exist on site)
6. Total Project Area**:10.3 acres 7. Project Built Upon Area:59% %
8. How many drainage areas does the project have?1
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, complete the table with one drainage area for each engineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Scuppernong
Stream Class & Index No.
30-144-(9) , SC
Total Drainage Area (so
448,428
On -site Drainage Area (so
448,428
Off -site Drainage Area (so
0
(2L
Existing Impervious* Area (so
0
Proposed Impervious*Area (so
264,487
% Impervious* Area (total)
59%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (so
175,674
On -site Streets (so
80,089
On -site Parking (so
0
On -site Sidewalks (so
8,724
Other on -site (so
0
Off -site (so
0
Total (so:
264,487
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation. This is the area used to calculate percent project built upon area (BUA).
Form SWU-101 Version 02.19.08 Page 2 of

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®High Density. ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control 0404/401 Permit ❑NPDES Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater runoff from the homesites will sheet flow to new right-of-ways and easementswhere is will be
collected via flumsa and curb inlets and conveyed to new swales. The swales will provide additonal filtration and
infiltration as it directs the runoff into an engineered stormwater management pond for tretament prior to release.
2. Stormwater runoff from this project drains to the Pasquotank River basin.
3. Total Property Area: 84.4 acres 3r 47611 96¢S 4. Total Wetlands Area: acres
5. 100' Wide Strip of W nd Area: acres (not applicable if no wetlands exist on site)
6. Total Project Ar ":10.3 acres t 1. Q9 a c 7 7. Project Built Upon Area:59% 7 %
8. How many drainage areas does the project have?l
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, com lete the table with one drainage area for each engineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Scuppernong
Stream Class & Index No.
30-14-4-(9) , SC
Total Drainage Area (so
517,990
On -site Drainage Area (sf)
517,990
Off -site Drainage Area (so
0
0 7 ! . 61 : SJ
Existing Impervious* Area (so
0
Proposed Impervious'Area (so
264,487
07 d , 3 = 9
% Impervious* Area (total)
59%
Impervious" Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (so
175,674
On -site Streets (so
80,089
On -site Parking (so
0
On -site Sidewalks (so
8,724
Other on -site (so
0
Off -site (so
0
Total (sf):
264,487
1,16.07 qc
Impervious area is defined as the built upon area including, but not lirnited to, buildings roads, parking areas,
sidewalks, gravel areas, etc.
"Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation. This is the area used to calculate percent project built upon area (BUA).
Form S WU-I01 Version 02.19.08 Page 2 of 4

10. How was the off -site impervious area listed above derived?From CADD drawings
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment. Forms can be
downloaded from ham://h2o.enr.state.nc.us/su/bmp forms.htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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. Forms can be downloaded from http://h2o.enr.state.nc.us/su/bmp forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Welland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form SWU-101 Version 02.19.08 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 Office. (Appropriate office may be found by locating project on the
interactive online map at htto://h2o.enr.state.nc.us/su/msi mans.htm)
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
P`S r'�
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
KSe'
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
t1S r
• Permit application processing fee of $505 ($4,000 for Express) payable to NCDENR
h'S r^
• Calculations & detailed narrative description of stormwater treatment/management
h'S n
• Copy of any applicable soils report
MSM
• Two copies of plans and specifications (sealed, signed & dated), including:
AM
- 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. (ex. designing engineer or firm)
Designated agent (individual or firm):Michael 1. Morway, PE, Albemarle & Associates, Ltd
Mailing Address:115 West St. Clair St.
City:Kill Devil Hills State:NC Zip:27948
Phone: (252 ) 441-2113 Fax: (252 ) 441-0965
Email:[e-mail]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2)
certify that the information included on this permit application form is, to the best of my knowledge, correct and �l i
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be r orde and that the proposed project complies with the requirements of 15A
NCAC 2H .100 C
i ((�� I i ,I I �3
Signature: tvL t' Pr tlt q?w I °w" Date: T% ! { GT
Form SWU-101 Version 02.19.08 Page 4 of

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000, the Stormwater Management Regulations, deed restrictions and
protective covenants are required for High Density Residential Subdivisions where lots will be subdivided and
sold and runoff will be treated in an engineered stormwater control facility. Deed restrictions and protective
covenants are necessary to ensure that the development maintains a "built -upon" area consistent with the
desiggnn criteria used t size the stormwater control facility.
I, �r . acknowledge, affirm and agree by my signature below, that I will
cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality under
NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot #' BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood. decking, or the water surface of swimming
pools. <
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to orbvide t1heseadditibnal measures.
-1llc1169
I, a Notary Public in the
State of 47--VA PAR-&-tojA ICounty of �AY�
do hereby certify that �l�e� ( ©e,4s I✓ personally appeared
be7du
a this the �P day of 0 20 , and acknowledge
t xecution o t"hja f� going instrument. Witness my hancka�Acial
SEP 3 0 2008
MZD zo $
y (�& Commission expires :,jJIJf).'A��i��
Form D C-3 Rev.l Page 1 of 1

Columbia Park - Lot Area Table
Area of
Lot Coverage
Lot#
Lot (SF)
80%
1
7,626
6,101
2
7,108
5,686
3
7,733
6,186
4
8,249
6,599
5
8,559
6,847
6
8,663
6,930
7
8,565
6,852
8
8,267
6,614
9
7,855
6,284
10
10,230
8,184
11
7,776
6,221
12
6,400
5,120
13
6,204
4,963
14
6,009
4,807
15
7,514
6,011
16
7,514
6,011
17
6,007
4,806
18
6,201
4,961
19
6,395
5,116
20
7,772
6,218
21
8,036
6,429
22
6,744
5,395
23
6,717
5,374
24
6,691
5,353
25
6,664
5,331
26
6,638
5,310
27
6,611
5,289
28
6,585
5,268
29
6,559
5,247
30
7,701
6,161
Total
219,693
175,674
Albemarle & Associates, Ltd. 9/29/2008

Permit
(to be imo iyatl by DWq)
1z/, Z10 8
HCDEIR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Columbia Pads - Phase 1a
Contact person Michael J. Morway
Phone number 252-441-2113
Date
Drainage area number
fir t
O�OF WATF90G
h y
r
o <
II. DESIGN INFORMATION
Site Characteristics
Drainage area
517,990 ft'
Impervious area, postdevelopment
.264,487 fez o7 4'�)
%impervious
51.06 %
Design rainfall depth
10 in
Storage Volume: Non -SA Waters
Minimum volume required
21,995 it' OK
Volume
48,603 '/
provided
ft'
OK, vdtarle provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5' runoff volume
nia 11'
Pre -development 1-yr, 24-hr runoff
11'
Post -development 1-yr, 24-hr runoff
to
Minimum volume required
nla ft'
Volume provided
ft'
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr stone peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: l-yr, 24-hrstorm
Pro -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow, control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1Oft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment deanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the statetequired temp. pod?
Elevation of the top of the additional volume
(Y or N)
in
(unless)
(unitiess)
inlhr
ft'Isec
ft'Isec
2.20 fmsl
1.40.fmsl
1.40 final
1.90 fmsl
0.90 fed
-5.00 fist -
( y- PP
Data not needed for calculation option #1, but OK if provided.
-8.00 tfnsl Data not needed for calculation option #1, but OK if provided.
3.00 It
y (Y or N)
2.2 fmsl OK
Fmm SW401-Wet Detention aasb Rev.5 pares i. a n. Design Summary, Page 1 of 2

(m be ProvidBd by DWQ)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool 63,866 f?
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pod, Ar,,,,y,f
Area, bottom of 10ft vegetated shelf, Ap, ore
Area, sediment deaceuL top elevation (bottom of pond), Ay,.,
Volumes
Volume, temporary pod
Volume, permanent pool, Vp,,,, a„
Volume, forebay (sum of forebays if more than one fombay)
Forebay % of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
MountainlPiedaont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vp,,,,_p ,
Area provided, permanent pool, Ao, , ,
Average depth calculated
Average depth used in SAIDA, d,,, (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, AP,,,,you,
Area, bottom of 10ft vegetated shelf, Ate,,,
Area, sediment dearout, top elevation (bottom of pond), Ae .,
26,417 fl'
5.10 (uni8ess Z
56,757 W OK
51,610 fit'
25,454 ft`
48.603 it' OK
208,784ft'
40,440 it'
19A% % OK
90 %
y (Y or N)
n (Y or N)
5.10 (unless)
y (Y or N)
208,784 ft'
56.757 fl
3.70 it
3.5 it
n (Y or N)
fi
(t`
'Depth' (distance b/w bottom of 1011 shelf and top of sediment) it
Average depth calculated it
Average depth used in SAIDA, d„, (Round to nearest 0.5ft) it
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (f circular)
Area of orifice (lf-noncircular)
Coefficient of discharge (CO)
Driving head (Ho)
Drawdown through weirs
Weir type
Coefficient of discharge (C„)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume diawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of ftowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies
y (Y or N)
3.50 in
in'
0.60 (unidess)
0.12 it
n (Y or N)
(unidess)
(unidess)
it
It
ft'Isec
0.11 ft'/sec
2.27 days
3 :1
10 :1
10.0 If
3 :1
3.0 :1
OK
OK
Check calculation.
OK
Storage volume discharge rate greater than predev. 1y24hr.
OK, draws down in 2-5 days.
Drawdown time varying from expected value by more than a half day.
Check calculation.
OK
OK
OK
OK
OK
y (Y or N) OK
1.0 If OK
n (Y or N) OK
(Y or N)
y (Y or N) OK
pond is below water table - dewateringis required to empty
Fore SW401-Wet Deteneon Basin-Rev.5 Parts I. & II. Design Summery, Page 2 of 2

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
® does ❑ does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide time and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.3 Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.3 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to groin on
Consult a dam safety specialist to
the embankment
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 6.25 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 66:0 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Sediment Removal . -5 Pe anen Pool
_------------- ___ Vn111me
Bottom
fft Min.
Sediment
Storage
Permanent Pool Elevation 1.0
Sediment Removal Elevation -5_75 Volume
---------------------------------------- ------
Bottom Elevation -8 J,1-ft
Storage
FOREBAY
MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.3 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name
BMP drainage area number:Drainage Area #1
Print name:Bob Oakes M''1? j� Wel Tr a P� f trT L
Title:Manager
Address:PO Box 1807
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1, _ JOµ.y cyGA a Notary Public for the State of
/yTartd b7tt WA County of "�;?_ff , do hereby certify that
p
yf 0&1;5 � Iw- personally appeared before me this
day of i6tv I ?C&O , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal
k�*
e....Couati� .
SEAL
G
My commission expires et 20DU
Form SW401-Wet Detention Basin O&M-Rev.3 Page 4 of 4

Permit
L\.
(to be provided by DWq)
F-WA
OF W ATpq
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, Filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Colmbia Park - Phase to
Contact person Michael J. Morway
Phone number 252-441-2113
Dale 25-Sep-08
Drainage area number 1
II. DESIGN INFORMATION
Site Characteristics
Drainage area 448,428.00 flz
Impervious area 264,487.00 ft' I
%impervious 58.98092893 %
Design rainfall depth 1.00 in 6+s—
Storage Volume: Non -SR Waters
Minimum volume required
Volume provided
Storage Volume: SR Waters
1-yr, 24-hr runoff depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Basin Elevations
Basin bottom elevation
Sediment cleanout elevation
Bottom of shelf elevation
Permanent pool elevation
SHWT elevation
Top of shelf elevation
Temporary pool elevation
21,705.00 ft3
51,067.00 ft3
in
ft3
ft3
It,
tt3
3.60
in
0.30
(unitless)
0.66
(unitless)
0.16
inthr
15.10
ft3/sec
33.30
ft3/sec
18.20
ft3/sec
-8.00 ft
5.75 It
-1.50 ft
1.00 ft
1.00 ft
1.00 ft
2.00 ft
.'L FC EIv7'' �
j, rlf�
SEP 3 0 2008
Form SW401-Wet Detention Basin-Rev.4
Parts I. & II. Design Summary, Page 1 of 2

Permit No.
J, (to be pmvlded by DWQ)
J
II. DESIGN INFORMATION
Volume and Surface Area Calculations
SAIDA ratio
4.10
(unitless)
Surface area at the bottom of shelf
33,696.00
ft'
Volume at the bottom of shelf
72,646.00
W
Permanent pool, surface area required
18,295.00
le
Permanent pool, surface area provided
47,455.00
f?
OK
Permanent pool volume
251,639.00
ft3
Average depth for SAIDA tables
5.30
ft
OK
Surface area at the top of shelf
47,455.00
f?
Volume at the top of shelf
251,639.00
ft'
Forebay volume
54,103.00
ft'
Forebay % of permanent pool volume
21.50
%
OK
Temporary pool, surface area provided
54,678.00
ft'
Drawdown Calculations
Treatment volume drawdown fime
2.40
days
OK
Treatment volume discharge rate
0.10
W/s
Pre -development 1-yr, 24-hr discharge
Wls
Post -development 1-yr. 24-hr discharge
ft'/s
Additional Information
Diameter of orifice
2.5
in
Design TSS removal
90
%
Basin side slopes
3.00
:1
OK
Vegetated shelf slope
6.00
:1
Side Slopes are too steep, maximum 10:1
Vegetated shelf width
15.00
ft
OK
Length of flowpath to width ratio
3.00
:1
OK
Length to width rafio
3.00
:1
OK
Trashrack for overflow & orifice?
y
(Y or N)
OK
Freeboard provided
1.00
ft
OK
Vegetated filter provided?
n
(Y or N)
Design must be based on 90% TSS removal
Recorded drainage easement provided?
(Y or N)
Capures all runoff at ultimate build -out?
y
(Y or N)
OK
Drain mechanism for maintenance or emergencies
n
Form SW401-Wet Detention Basin-Rev.4 Parts 1. & It. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
C�
1. Plans (1' - 50' or larger) of the entire site showing:
a C�Z
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW,
Overflow device, and
Boundaries of drainage easement.
M
C
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
+�4r
C3�Z
3. Section view of the dry detention basin (1' = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
H51�
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
MS I"
AM4ZIAOD
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
MT"
'�— 3�
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
M
1p�k�F-
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
9. A copy of the deed restrictions (if required).
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Forth SW401-Wet Detention Basin-Rev.4 Part III. Required Items Checklist, Page 1 of 1

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000, the Stormwater Management Regulations, deed restrictions and
protective covenants are required for High Density Residential Subdivisions where lots will be subdivided and
sold and runoff will be treated in an engineered stormwater control facility. Deed restrictions and protective
covenants are necessary to ensure that the development maintains a "built -upon" area consistent with the
design criteria used tq,size the stormwater control facility.
1, �rt K �r • acknowledge, affirm and agree by my signature below, that I will
cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality under
NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stomrwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
Form
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required In n/nvide tlhP.,z"ridihhnal mks ci irac
M
`1/i(, (69
, a Notary Public in the
State of /)OF A PAR- LX�A , County of -DAEM
do hereby certify that Ter--(- 1044S J t,, personally appeared
bef a this the /lv day of l AV 20 '9 , and acknowledge=jay��:
t e du xecution o t e f�egoing instrument. Witness my han¢.aridl
SEP 3 0 2w
V ! ,
mission ex ires 664 ZO 2 60 0
.............
Rev. I Page 1 of 1 `� Gs U ik:� i
.�-trlS`..-

Columbia Park - Lot Area Table
Area of
Lot Coverage
Lot #
Lot (SF)
80%
1
7,626
6,101
2
7,108
5,686
3
7,733
6,186
4
8,249
6,599
5
8,559
6,847
6
8,663
6,930
7
8,565
6,852
8
8,267
6,614
9
7,855
6,284
10
10,230
8,184
11
7,776
6,221
12
6,400
5,120
13
6,204
4,963
14
6,009
4,807
15
7,514
6,011
16
7,514
6,011
17
6,007
4,806
18
6,201
4,961
19
6,395
5,116
20
7,772
6,218
21
8,036
6,429
22
6,744
5,395
23
6,717
5,374
24
6,691
5,353
25
6,664
5,331
26
6,638
5,310
27
6,611
5,289
28
6,585
5,268
29
6,559
5,247
30
7,701
6,161
Total
219,593
175,674
Albemarle & Associates, Ltd. 9/29/2008