WQ0032888_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
Utiri G. Ross Jr,, Seuretai7.;
-North Caohnzi Department or Envirormicut and ?'Sroural Resources
(Token 11 Sullins, Director
Division of W:iler Quality
April 15, 2008
Mr, Mick Berry, City Manager
City of Hickory
PO Box 398
Hickory, NC 28603
Subject: Permit No. WQ0032888
Springs at Catawba Valley
Wastewater Collection System Extension
Catawba County, North Carolina
Dear Mr, Berry,
In accordance with your appl cation received on March 31, 2008, we are forwarding herewith
Permit No, WQ0032888, dated April 15, 2008, to the City of Hickory for the construction and operation
of the subject wastewater collection system extension, This permit shall be effective from the date of
issuance until rescinded, and shall be subject to the conditions and limitations as specified therein, This
cover letter shall be considered a part of this permit and is therefore incorporated therein by reference,
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T: 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable, 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules, Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215 6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Mooresville Regiortri Office 610 East Guntur Avo., Suite 301 1‘14,,ioresv ilk, 'N(. 28115
internel: www,nemwaterquality.org Ciistomer SeiNi cc 1-877-623-6748
An Equal OpportinitylAfrirmaVve Adion Employer - 500 ReCycied110% Post Consumer Paper
Phone [phone] Fax [phone]
Oro „
North(„,aro1,ma
Naturally

Mr. r8erry
Page 2
April 15,2008
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 the City of Hickory for the construction and operation of approximately 2,285 linear feet of 8-
inch gravity and the discharge of 55,200 gallons per day of collected domestic wastewater into the City
of Hickory existing sewerage system in conformity with 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable, and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the City of Hickory
WWTP (NPDES No, NC0040797) prior to being discharged into the receiving stream.
Assessing subsequent impacts to the downstream collection system and treatment facility is the
complete responsibility of the City of Hickory. Hickory must utilize whatever tracking tools necessary for
planning additions of sewer flow in order to maintain compliance with the WQCS00020 and WWTP
permitted limits.
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 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
f) Coleen H. Sullins
cc' Mooresville Regional Office, Collection System Permit File
Kevin Greer, City of Hickory
Surface Water Protection Central Files
PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facties are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable: the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times, The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T ,0403, If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e,
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-2151

r4, This permit shall not be trans erable, In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate, The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump statons, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
Per 15A NCAC 2T .0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable,
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities,
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable the Divisions
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable', and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection 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
facilities,
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500,
11, Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.: or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.

Voice mail messages or faxed information is permissible,, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number (800) 8-9 or
(919) 7 -3 00 Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence: This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Fart II of Form S-SS (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 15th day of April, 2008
NORTH CAR L INA ENVIRONMENTAL ANAGEMENT COMCOMMISSION
Coleen Ft. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Perm t Number WQ0032888

Fast Track Enqineerin_ Certification
Permit No, WQ0032888
April 15, 2008
Owner/WQCSIWrP PE
Mick Berry, City Manager Kevin Greer
Hickory, NC 28603 City of Hickory
PO Box 398 PO Box 398
Hickory, NC 28603 Hickory, NC 28603
Complete and submit this form to the permit issuing regional office with the following• :
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form, Permit
modifications are required for any changes resulting in non-compliance with thi e ul or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Partial
Li Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (El periodically, [11 weekly, 11 full time) the construction of Sprigs at Catawba Valley, a
Catawba County project for the Permittee, hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2T: the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and datei
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

0
ILL Mailing Address
Z if NC
Z State
lication Number:
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! App,), .-
(to be completed by DWQ)
1. Owner/Perrnittee:
la. City of Hickory
Full Legal Name (company, municipality, HOA, utitity, et
lb, MickyyBeny, City Manager
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
lc. The legal entity who will own this system is:
0 Individual [1] Federal Municipality 0 State/County 0 Private Partnership 0 Corporation El Other (specify):
ld. PO Box 398
ai
1 h. 828-323-7412 11 828-323-7550
2
2a.
Telephone Facsimile
Project (Facility) Information:
Springs at Catawba Valley,
Brief Project Name (permit will refer
this name)
le. Hickory
City
1 g. 28603
Zip Code
1j. mberaRci.hickory,nc,us
E-mail
2b. Catawaba
County Where Project ocated
Contact Person:
Kevin B. Greer, PE, Cityof Hickory Public Utilities Department
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 828-323-7427 3c, kgreer@ci,hickorocus
Phone Number E-mail
1. Project is New El Modification (of an existing permit) If Modification, Permit No.:
2. Owner is Public (skip to item B(3)) El Private (go to Item 2(a))
2a, If private, applicant will be. 2b, If sold, facilities owned by a (must choose one
El Retaining Ownership (i.e. store, church, single office, etc.) or El Public Utility (Instruction C)
El Leasing units (lots, townhomes, etc, - skip to Item 8(3)) E Homeowner Assoc./Developer (Instruction D)
0 Selling units (lots, townhomes, etc. - go to Item 8(2b))
3. Clly of Hickory
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Henry Fork WWTF
4b. NC0040797
Name of WWTF WWTF Permit No.
_5b, 12-inch Gravity 5c, UNK
Owner of Downstream Sewer
5a. City of Hickory Receiving Sewer Sizel0 Force Main I
, Permit # of Downstream Sewer (Instruction E)
The origin of this wastewater is (check all that apply):
El Residential Subdivision
Apartments/Condominiums
Mobile Home Park
School
El Restaurant
El Office
0 Retail (Stores, shopping centers)
O Institution
Hospital
O Church
O Nursing Home
O Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 55,200
*Do not include future flows or previously permitted allocations
8, If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit No,
0 Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO. contact your Regional Office
Pretreatment staff)
% Other (specify):
gallons per day
FTA12/07

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for'
the value in Item B(7) AND/OR the design flow for Vine or pump station sizing if a reduced or zero flow is being requested in
Item B(7), Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
100 2 Bedroom Apts. X 120= 12,000 gpd
120 3 Bedroom Apts x 360= 43,200 gpd; Total flow equals 55,200 gallons/day
10. Summary of Sewer Lines to be Permitted (attach additional sheels if necessary)
Size (inches) Length (feet)
8-in
New Gravity or Additional
Force Main
2285-ft Gravity
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow
Z (MGD)
0
z
0
Q Pump Station Location ID (self chosen - as shown on plans/map for reference)
2 Design Flow Power Reliability Option
Ce Operational Point
(MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
Q 2 - portable generator w/MTS
LL
z
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDhI 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to 6,12 please contact the Central Office PERCS Unit)
13, Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
Yes LI No if No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance Is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 12/07

14, Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? El Yes LIJ No N/A
Sedimentation and Erosion Control Plan? P Yes LI No fl N/A
Stormwater? Yes LI No 0 N/A
15, Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six, months
Check if Yes: EJ and provide details
1, Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
la.
1, _Mick W. Berry, City Manager , attest that this application for Springs at Catawba Valley has
been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application an not completed and that if all required supporting documentation and attachments are not included,
this application package is subject to being returned as incomplete, Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215,6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as well as civil penalties up to $25,000 per violation,
.ot
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
(j) TO OTHER UTILMES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T 0305
z
0
2. Professional Engineers Certification: (Signature of Design Engineer and Project Name)
1, Kevin B. Greer, PE , attest that this application for _Springs at Catawba Valley, has
been reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations,
and all other supporting documentation to the best of my knowledge. further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations arid Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance,
Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215,6B, any person who knowingly
makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor
which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation,
2a, Kevin B. Greer, PE
Professional Engineer Name
2b. City of Hickory Public Utilities
Engineering Firm
2c, p0 Box 398
Mailing Address
2d. Hickory 2e, NC 2f, 28603
City State Zip
2g, 828-323-7427 2h. 828-322-1405 2i, [e-mail],us
Telephone Facsimile E-mail
,A.444Vtiwit/
CAR Of
401,4,
Si
44.
E L
V37
FTA12/07

FORM WSCAS-12/07
WATERSHED CLASSIFIC.
FOR SEWER SYSTEMS
TION .ATTACHMENT
Applicant Name
City of Hickory
anal Engineer Name
KevinB. Greer, PE
Location
ID
Clark Creek(Shook Lake
Project Na
TheSt
Engineering Firm Name
City of Hickory Public Utilities
fiver Waterbody Stream
Name of ti#1►aterbady1 County in Index No.
Catavrba Catawba 1l w 129
c
Waterbody
Clamor catio
It unnamed, indicate "unnamed tributary to X", where Xis the named waterbody to which the unnamed tributary pains,
1 certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM WSCAS-12/07 ***
FORM: WSCAS-12/07 Page 1 of I

Hickory, NC
1993

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FES E l0/07)
Project Applicant Name: City of Hickory
Project Name for which flow is being :requested: Springs at Catawba. Valley
Yore than one FINE10/07 may be required.fiw a single ,projeci the owner ()idle itIVTP is not responsiNefOr all
pump stations along the route ofthe proposed .vvastewater flow.
1. Complete this section only if y.0 are the owner of the wastewater 1
a. WWTP Facility 'Name: Henry Fork Waste Water 'Treatment Piant.
b. WWTP Facility Permit NC0040797
c. WWTP facility's permitted flow
d., Estimated obligated flow not yet tributary to the WWTP
e, WWTP facility's actual avg. flow
I Total flow for this specific request
g. Total actual and obligated flows to the
h. Percent of permitted flow used
Lreat
AU flows are in. MGI)
9
1.21844
2.48
0.0552
3.75364
41,7 '?/:/i
MGD
MGD
MGD
MGD
MGD
IL Complete this section for each pump station you are responsible for along
proposed wastewater flow,
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGI)
(Firm/Design)
Clark Creek 1.92 MGD
Sandy Ford 2,30 MGD
oute ofthis
Approx. GM:Mt Avg.
Daily Flow, :MGD
0.673 MGD
0.936 MGD
III, Certification Statement:
1,. Mick W. Berrv„ (.7ity: Manager certify that, to the best of my .knowledge, the addition of the volume
of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment Facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflow's or overburden any, downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which 1 am the responsible party. Signature of this form„indicates
accept a -e of this watt -water flow..
2-2-1., 0 ir
gning, Oficial Sig7

Permit Number
Permi Tracking Slip
alt=sles APS SWP
04/15/08
Program Category
Non -discharge
Status
Active
Project Type
New Project
Permit Type r Track k Version Permit Classification
Gravity Sewer Extension, Pump Stations, Pressure Sewer 1.00 Individual
Extensions
Primary Reviewi
dee.bro°der
Peunitted Flow
55200
FacilitY
Facility Name
Springs at Cats b Valley
Le ion Address
Owner
Owner Name
City of Hickory
Dates/Events
Ong issue
04/15/08
Ape Received
0 / 1108
Regulated Acti° ties
Apartment c0114I>le
ondominium
Mitt
nitea
d.
Permit Contact Affiliation
rjoRegion
nor Mooresville
County
Catawba
Facility Conttct Affiliation
Scheduled
issuance
Owner Type
Government - Municipal
Owner Affiliation
Mick Berry
PO Box 398
Hickory
NC 010398
Public Notice Issue Effective Expiration
04/15/0 04/15/08
Arrdidr nal Prior
Additional irrfrarrmtirarr
atieri re
t Events
erred
ived,
rbody Name
Stream Index Number
current Class Su basai

1106
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BRANCH 55002
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ARCHITECTS ENGINEERS PLANNERS
1305 N CENTER STREET
HICKORY, NC 28603
800-568-7986 TOLL FREE
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