SW8960912_Historical File_20061114

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
November 14, 2006
Ralph H. Griffin, Jr., President
American Auto & Finance Company, Inc.
Post Office Box 205
Wrightsville Beach, NC 28480
Subject: Stormwater Permit No. SW8 960912MOD
American Auto & Finance
High Density Project
New Hanover County
Dear Mr. Griffin:
The Wilmington Regional Office received a complete, modified Stormwater Management
Permit Application for American Auto & Finance on November 7, 2006. 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 960912MOD dated November 14, 2006, for the construction of the subject project.
This permit shall be effective from the date of issuance until November 14, 2016, 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 sixty (60) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Chris Baker, or me at [phone].
Since
I
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/csb: S:IWQSISTORMWATERIPERMIT1960912MOD.nov06
cc: Mark Hargrove, P.E., Withers and Ravenel
New Hanover County Building Inspections
City of Wilmington Development Services
Beth Wetherill, New Hanover County Engineering
Chris Baker
Wilmington Regional Office
Central Files NowortCarolina
tura!!r�
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwatemualitv.ore Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 960912MOD
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
Ralph H. Griffin, Jr., American Auto & Finance Company, Inc.
American Auto & Finance
6401 Carolina Beach Road, Wilmington, New Hanover County
FOR THE
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'l
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 November 14, 2016, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 32,915 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 960912MOD
A
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
Drainage Area, 9cres:
Onsite, ft :
Offsite, ft2:
Total Impervious Surfaces, ft2:
Design Storm, inches:
Pond Depth, feet:
TSS removal efficiency:
Permanent Pool Elevation, FMSI :
Permanent Pool Surface Are ft
Permitted Storage Volume, ft :
Temporary Storage Elevation, FMSL:
Controlling Orifice:
Permitted Forebay Volume, ft3:
Maximum Fountain Horsepower:
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
1.21
52,653
N/A
32,915
1.5
4
90%
36
4,429
8,043
37.3
1"0 pipe
2,081
1/8
UT Intracoastal Waterway/ CPF
18-87-(25.5)
SA OR (>1/2 mile from)
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 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. 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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 960912MOD
6. 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.
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.
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 hermit 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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 960912MOD
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 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.
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 in writing of any name, ownership or
mailing address changes within 30 days.
Permit issued this the 14th day of November 2006.
NORT ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
61
for Alan W. Klimbk, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
2
S 1
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
L GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
American Auto & Finance Company, Inc.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Ralph H.Griffin, Jr., President
3. Mailing Address for person listed in Item 2 above:
Post Office Box 205
City: Wrightsville Beach State:
Telephone Number: [phone]
Zip: 28480
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
American Auto & Finance
5. Location of Project (street address):
6401 Carolina Beach Rd.
City: Wilmington County: New Hanover
6. Directions to project (from nearest major intersection):
On the southeast corner of the Carolina Beach and Golden Road intersection
7. Latitude: 34' 06' 54" N Longitude: 770 54' 00" W of project.
8. Contact person who can answer questions about the project::
Name: Mark Hargrove Telephone Number: ( 910) 256-9277
H. PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal X Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW8 960912 and its issue date (if known) November 25,1996
Form SW-101 Version 3.99 Page 1 of 4

3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater will be treated by the use of a wet pond designed to remove 90% TSS.
2. Stormwater runoff from this project drains to the Cape Fear
3. Total Project Area: 1.43 acres.
4. Project Built Upon Area: 62.5 %.
5. How many drainage areas does the project have? 1
River Basin.
6. 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
Unnamed Trib to Intracoastal
Waterway
Receiving Stream Class
SA 01?W
Drainage Area
52,653 SF — 1.21 AC
Existing Im ervious*Area
26,426 SF — 0.61 AC
Proposed Impervious* Area
6,489 SF — 0.15 AC
% Impervious* Area (Total)
62.5%
Impervious* Surface Area
Drainage Area 1
On -Site Buildings
7,070 SF
On -Site Streets
- 0 -
On -Site Parkin Pavement
25,845 SF
On -Site Sidewalks (Concrete)
- 0 -
Other On -Site (future)
- 0 -
Off -Site
- 0 -
Total:
32,915 SF — 0.76 ac
*Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
7. How was the off -site impervious area listed above derived? N/A
Form SWU-101 Version 3.99 Page 2 of 4

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.
1. 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 any 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 SW-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 SW-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SW-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

r
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Ralph H. Griffin, Jr.
Title: President, American Auto & Finance Co., Inc.
Address: Post Office Box 205, Wrightsville Beach, NC 28480
Phone: [phone]
Date:
Signature
Note: The legally responsible party should not be a homeowners association unless more than 50%'of the lots
have been sold and a resident of the subdivision has been named the president.
I, eoej a Notary Public for the State of K) D(J1 &-no <<r u2- ,
County of �P +t�el�oJe� do hereby certify that ph f •1-gri
personally appeared before me this �24 day of 1A and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
REBECCA A. GREEN
NOTARY PUBLIC
NEW HANOVER COUNTY, N.C.
'►...s My Commission Expires 3-3-2009
My commission expires N! arch 3� o
Form SWU-102 Rev 3.99 Page 4 of 4

WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Avenue, Suite ioi
WILMINGTON, NORTH CAROLINA, 28403
[phone]
FAX [phone]
To: Cameron Weaver
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 284o5
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
LETON
DATE 11/o6/06
JOB NO. o610 1.00
I
ATTENTION Cameron Weaver
PHONE#
RE. American Auto & Finance
w 2 0
❑ Attached ❑ Under separate cover via
❑ Prints ® Plans ❑ Samples
❑ Change order ❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
2
Sets of Plans for Review
2
Stormwater Calculations
1
Articles of Organization
1
Check for $ ,000 for Express Application Fee
2
Or final and copy of Permit Application
2
Wet Detention Basin Supplement Permit Application
THESE ARE TRANSMITTED as checked below:
Z For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
❑ Resubmit
❑ Submit
❑ Return
_ copies for approval
copies for distribution
corrected prints
REMARKS: This package is submitted for the NCDWQ Express Stormwater Permit
ffenclosures are notes noted, kindfynotffy us atone

AMERICAN AUTO• & FINANCE
NCDWQ STORM WATER CALCULATIONS
November 6, 2006
' .CEIVED
NOV 0 8 2006
SEAL
19742
�GINEEP O
DER MIN 101. 14�°
Withers & Ravenel, Inc.
7040 Wrightsville Avenue, Suite 101
Wilmington, North Carolina 28403
[phone]

STORMWATER NARRATIVE
AMERICAN AUTO & FINANCE
NEW RANOVER COUNTY, NC
SITE DESCRIPTION
This +/- 1.43 acre site is located on Carolina Beach Road (S.R. 421) in New Hanover County,
North Carolina. The site has previously been developed by American Auto & Finance as a high
density project in 1996 and permitted by NCDWQ (Permit No. SW8 960912). The project will
consist of the construction of an additional commercial building and related site improvements.
The previous permit allocated future impervious area and the previous pond was sized to
accommodate future impervious area for the State's regulations. The initial pond was allowed to
be constructed due the site being farther than '/z mile from SA waters. A chlorides test was
performed back in 1996 that allowed the project to be permitted with a wet pond. However, New
Hanover County has developed stormwater regulations and the pond must be made larger in
order to meet the County's requirements. The proposed disturbed area for this project is 0.70
acres and the total amount of impervious area draining to the stormwater management pond is
62.5%. The erosion control plan identifies the appropriate measures to be implemented for
erosion control purposes during construction of the infrastructure associated with this
development.
SOILS
The soils for the American Auto & Finance project consist of Leon (Hydrologic Soil Group B/D)
and Kureb (Hydrologic Soil Group A).
STORM DRAINAGE DESIGN
The primary stormwater measure for this project is an expansion of an existing pond located in
the northeast corner of the site. The stormwater will be conveyed via a piped system to the
proposed pond by a drop inlet within the parking area and by sheet flow off the parking to a
grassed swale that conveys the runoff to the forebay. The proposed wet detention pond is
designed to control the post development peak discharge of the 2-yr, 10-yr, and 25-yr storm
events so as not to exceed the pre -development peak runoff discharge rate for the same storms to
meet New Hanover County's Stormwater Regulations.

WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
American Auto and Finance — Pond No. Ti
Total Area Draining to Pond= 52,653 SF = 1.21 AC
Total Proposed Impervious Surface Area Draining to Pond:
Buildings
Parking Lot
= 7,070 sf
= 25,845 sf
32,915 sf
% Impervious draining to pond = 32,915 /52,653 = 62.5%
Required Storage for 1.5-Inch of Runoff For Pond: (use Schueler Method)
= 0.05 + 0.009 (1)
= 0.05 + 0.009(62.5) = 0.613
= (1.5")(0.613)(1/12)(521653)
= 4,032 cf (6,472 cf provided)
POND DEPTH SA/DA %
(FT)
4.0 5.32
If Pond Depth = 4.0 ft, minimum surface area = 2,927 sf
Used 90% TSS chart to size pond
Area @ elevation 36.0 = 4,429 SF > 2,927 sf
POND SURFACE AREA (MIN.)
(SF)
2,927
Required storage for forebay: 20% of total permanent pool volume
= (0.2)(8,043 cf)
= 1,609 cf (2,081 CF PROVIDED --- 25.9%)
1040 Wrightville Ave. Wilmington, North Carolina 28403 tel: [phone] fax:[phone] www.withersravenel.com

W1`I"HIIIRS `' RA►'VEMEL
ENGINEERS I PLANNERS 1 SURVEYORS
Pond Volume
Contour
Incremental
Cumulative
Elevation
Area
Volume
Volume
(ft)
(s
(cf)
(cf)
Bottom Elevation 32.00
604
0
0
33.00
940
772
772
34.00
1,349
1,145
1,917
35.00
1,912
1,631
3,547
Permanent Pool 36.00
2,919
2,416
5,963
Forebay Volume
Contour
Incremental
Cumulative
Elevation
Area
Volume
Volume
(ft)
(� sq
(2D
(cf)
Bottom Elevation 33.00
183
0
0
34.00
443
313
313
35.00
791
617
930
Permanent Pool 36.00
1,510
1,151
2,081
Combined Pond and Forebay Volume = 8,043
Forebay Volume is
253°/0.
of Pond Volume
1040 Wrightville Ave. Wilmington, North Carolina 28403 tel: [phone] fax:[phone] www.withersravenel.com

WITHERS
ENGINEERS I PLANNERS 1 SURVEYORS
1.5" STORAGE VOLUME
Contour Incremental Cumulative
Elevation Area Volume Volume
(ft) (sf) (cf) (cf)
Normal Pool 36.00 4,429 0 0
37.00 5,272 4,851 4,851
1" Storage Level 37.30 5,535 1,621 6,472
POND RELEASE
TIME FOR CONTROL PIPE: POND
ELEV.
EFF. STORAGE
VOL. RELEASED
OUTFLOW RATE
RELEASE TIME
F
CF
CF
CFS
(HOURS)
37.30
6,472
1,621
0.030
15.0
37.00
4,851
4,851
0.026
51.3
36.00
0
TOTAL HOURS
66.3
DAYS
2.8
CONTROL PIPE:
1
INCH ORIFICE HOLE
USED ORIFICE EQUATION TO DETERMINE
OUTFLOW RATE
Q = Cd*A* 2 h "1/2
IOyo Wrightville Ave. Wilmington, North Carolina 28403 tel: [phone] fax:[phone] www.withersravenet.com

WK
DICKSON
February 19, 1998
Ms. Linda Lewis
Engineers N.C. Department of Environment,
Planners Health, and Natural Resources
Surveyors Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Stormwater Certifications for SW8 960912
American Auto and Finance Project
New Hanover County
Project No. 9622
Dear Ms. Lewis:
MAR ®2 M8
Enclosed please find one (1) copy of the Engineer's Certification for the
referenced project.
Very truly yours,
WK DICKSON
Mark N. Hargrove, P.E.
Encl.: As noted above.
cc: Ralph H. Griffin, Jr.
3177 Wrightsville Avenue Other Offices: Atlanta, GA Hickory, NC
Wilmington, North Carolina 28403 Asheville, NC Raleigh, NC
910 762-4200 Charlotte, NC Columbia, SC
Fax [phone]
www.wkdickson.com