WQ0024634_Regional Office Historical File Pre 2018

North Carolina
November 30, 2004
Mrs.. Aimee Rogers Thomas, Owner
Rogers Pontiac -Cadillac -Buick, Inc.
208 West Dixon Blvd.
Shelby, North Carolina 28152
Michael'F. Easley, Governor
William G Ross Jr.. Secretary
nt of Environment and Natural Resources
Alan W., Klimek, P.E. Director
Division of Water Quality.
Subject: Permit No, WQ0024634
Rogers Pontiac -Cadillac -Buick, Inc.
Rogers Sewer System
Wastewater Collection System Extension
Cleveland County, North Carolina
Dear Mrs. Thomas:
in accordance with your application received on November 19, 2004, and additional information
received on November 30, 2004, we are forwarding herewith Permit No. WQ0024634, dated November
30, 2004, to Rogers Pontiac -Cadillac -Buick, Inc. 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rescinded, and shall be subject to the conditions and limitations as specified therein.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 fetter
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 2H .0227 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 2H .0200; 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 Regional Office 610 East Center Ave.. Suite 301 Moore vine,
Internet h2o.enr.state.nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycled110% Post Consumer Paper
NC 2811, 5 Phone: ('7663-699 Fax: [phone]
NrthCaro%ina
X'at:raij

Mrs, Aimee Rogers Thomas
Page 2
November 30, 2004
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 Rogers Pontiac -Cadillac -Buick, Inc. for the construction and operation of approximately 400
linear feet of 8-inch gravity sewer; a 24.38-gallon per minute pump station with duplex pumps, on -site
audible and visual high water alarms, and a portable generator receptacle with telemetry; and
approximately 2,558 linear feet of 2-inch force main to serve an automotive dealership as part of the
Rogers Sewer System project, and the discharge of 8,778 gallons per day of collected domestic
wastewater into the City of Shelby's existing sewerage system, pursuant to the application received
November 19, 2004, and in conformity with 15A NCAC 2H .0200; 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 Shelby
WWTP (NPDES No. NC0024538) prior to being discharged into the receiving stream,
This permit shall become voidable unless the agreement between Rogers Pontiac -Cadillac -
Buick, Inc. and the City of Shelby for the collection and final treatment of wastewater is in full force and
effect.
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 perrnit shall be final and
binding.
If you need additional information conceming this matter, please contact Sonja Basinger at
[phone],
for AlanW, Klimek, P.E.
cc: Cleveland County Health Department
Mooresville Regional Office, Water Quality Section (WVVTF Permit No, NC0024538)
David Odom, Odom & Associates Engineering, Inc,
Water Quality Central Files
Marie Dokiovic, 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 perrnit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; 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 2H .0227. if an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
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 §143-215.1C.

4. This permit shall not be transferable. 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 stations, 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.
6. Per 15A NCAC 2H .0220, 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 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
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.
. 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.
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 [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-550 (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. Part II of Form CS -SSG (or the most
current Division approved form) can also be completed to show that the SSG was beyond
control.
Permit issued this the 30th day of November, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. KliP.E., Director
Division of Water Quality
By Authority of the Environmental Management Corr mission
Permit Number WQ0024634

Fast Track Engineering Certification
Permit. No. WQ0024634
November 30, 2004.
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 this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineers 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..
ENGINEERS CERTIFICATION
Partial El Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (ED periodically, LJ weekly, El full time) the construction of the Rogers Sewer
System, Cleveland County project for the Permittee hereby state that, to the best of my abilities, due care and
diligence was used d in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A NCAC 2H ,0200; 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 date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH RE d UIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
ATTN: DEE BROWDER
The Permittee is responsible for tracking all 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.

11/30/04
Permit Number0024634 Permit Tracking Slip
Program Category
Non -discharge
Fast Track
Perrnit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sonja.basinger
Permitted Flow
8778
Facility
Facility Name
Rogers Sewer System
Location Address
Owner
Status
In review
Project Type
New Project
Version Permit Classification
individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Cleveland
Facility Contact Affiliation
Owner Name
Rogers Pontiac -Cadillac -Buick, Inc.
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Aimee Thomas, Owner
208 W Dixon Blvd
Shelby NC 28152
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective
11/19/04
11,13r/c, 4-
Regulated Activities Requested/Received Events
Expiration
Commercial or industrial, other Additional information requested 11/30/04
Wastewater collection Additional information received 11/30/04
Outfall NULL
Waterbody Name Stream Index Number
Current Class Subbasin

THE FA
OF THIS DOCUMENT HAS A. CO
R
ACK.GRGUNP? ON WH@TE PAPER
PONT!AC/CA©ILLAC/BUICK/GMC TRUCK
PAY **FOUR HUNDRED DOLLARS AND 00/100*'
TO THE
ORDER
OF
DENR
FIRST NATIONAL BANK©
SHELBY, N,C. 28150
est Dixon Blvd Po0, Box 1
SHELBY, N C 28151
Phone [phone]
u''069LE, 2111 ,:0531,0L684p: 00/0749LLu'
`C
CK# 69162
2/04 $400. tCl
AC/CATRUCK
1 rta- t.

Om
&Associates
Engineering, Inc.
November 18, 2004
NCDENR- DWQ
Mooresville Regional Office
919 N Main Street
Mooresville, NC 28115
RE: Rogers Sewer System
To whom it may concern:
This project consists of the construction of a sewer collection system for Rogers ,Automotive in
Shelby, NC. The project includes 400 if of 8" gravity line and 2,558 if of 2" force main. The
projected flow for the project is 8,778 gpd.
Enclosed, please find the following info!°rati n for the above project. Two copies of each item.
have been provided.
Completed Application
$400 Check
8 1/2 X 11 color topo map
Flow Acceptance Letter
David W. Odom, F.E.
152 East Mitt St, •Forest City; North Carolina 28043 • (828) 247-445 •Fax [phone]

Entity Names
Page 1 of 1
Elaine F. Marsh
Secretary
Corporations
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North Carolina
DEPARTMENT THE
EC RETARY OF TATE
PO Box 29C22 Rol , NC 27626-0622 f919 7-2:225
Date: 11 /0/2004
Click here to:
View Document Filings
Print a pre -populated Annual Report Form i File an Annual Report
Corporation Names
Name
NC Rogers Pontiac-
cadillac-buick, Inc.
NC Blanton Pontiac-
cadillac Company
NC Rogers Pontiac-
cadillac, Inc.
Business Corporation Information
Name Type
Legal
Prev Legal
Prev Legal
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0125842
Current -Active
10/12/1955
Domestic
NC
Perpetual
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
Rogers, E. Pat
208 W. Dixon Blvd
Shelby NC 28150
208 W. Dixon Blvd
Shelby NC 28150
208 W. Dixon Blvd
Shelby NC 28150
Buick Inc
208 W Dixon Blvd
Shelby NC 28150-0000
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
For questions or comments conc
ning the Corporations Division, please send e-mail to Corporations Administrator
Click here for help downloading forms.
http://www. secretary. state.nc. us/corporations/so skb/C orp. asp?4 62600 8
1/30/2004

z
TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner:
;la Rogers PoAyr A L CAD'
Full Legal Name (company, municipality, HOA, utility, etc.
1 b. Aimee Rogers Thomas, owner
Application Number:
(to be completed by DWQ) v [�
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
The legal entity who will own this system is:
Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership
208 West Dixon Blvd
Street Address
...............................
NC
State
1h. [phone]
Telephone
2. Project (Facility) info
2a. Rogers Sewer System
[phone]
Facsimile
PAGE 3
Corporation ❑ Other (specify):
lg. 28152
Brief Project Name (permit will refer to this name)
Contact Person:
a, David W. Odom, Odom & Associates Engineering inc.
Zip Code
[e-mail]
E-mail
2b. Cleveland
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 828-247-4495
Phone Number
3c, [e-mail]
E-mail
Project is New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding anoth
er
phase, changing Tine size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2 Owner is ❑ Public (skip to Item B(3)) Private (go to Item 2(a))
2a, If private, applicant will be:
El Retaining Ownership (i.e. store, church, single office, etc.) or
El Leasing units (lots, townhomes, etc. - skip to Item 1(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
City of Shelby
Owner of Wastewater Trea
4a. City of Shelby
Name of WWTF
5a, City of Shelby 5b. 12-inch 5c.
Owner of Downstream Sewer Receiving Sewer Size
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision ❑ Car Wash
Apartments/Condominiums ❑ Institution
0 Mobile Home Park ❑ Hospital
School ❑ Church
❑ Restaurant 0 Nursing Home
❑ Office ICI Other (specify): Auto Dealer
Volume of wastewater to be permitted in this project: 8778 gallons per day
2b. if sold, facilities owned by a (must choose one
❑ Public Utility (instruction III)
0 Homeowner Assoc./Developer (Instruction IV)
Treating Wastewater From This Project
4b. NC0024538
F Permit No..
100 % Domestic/Commercial
% Industrial
Other (specify):
If the permitted flow is zero, indicate why:.
Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
El Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
FFA 02/03 - Rev. 1 06/03

z
0
TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item 8(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(l)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(I)(3).
Using a flow of 120gpd per 1000sgft Honda = 16,215 sqft Kia = 13,547 sqft GM = 35052 sqft there is a total square
footage of 64,814 sqft. An extra desired flow of 1,000 gpd was also added. (64,814/1000)120+1000=8,777.6
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8-inch
2-inch
ENTER TOTAL LINE LENGTH IN MILES
Length (feet)
400
2,558
0,56
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Design Flow Operational Point
shown on plans) (MGD) GPM @ TDH
N/A 0.0087
24.38@70.41
Gravity or Force Main
(pull down menu)
Gravity
Force Main
Gravity
Gravity
Gravity
Gravity
Gravity
Power Reliability Option
(dual line feed, permanent generator w/ATS,
portable generator w/autodialer, wet well storage
'vRTAE3t.
12, 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 2H ,0200 as applicable?
El Yes El 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 tfW°!TH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland(Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
El Yes Li No
N1 Yes Q No
Q Yes Q No
El N/A
© N/A
® N/A
F"l"A 02/03

F-TRACK APPLICATION for GRAVITY SEWERS, iPP STATIONS, AND FORCE MAINS
PAGE 5
1, Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02iO3
(FAST -TRACK SEWER SYSTEMS) to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
" regional office (see instructions far addresses) OR indicate the following:
El A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
z
® A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
hosen - as shown on > Name of Wa rbody •St am Waterbody
map for cross-reference) Waterbody River Basin Index Classification
i County
Submit the ii.5" x 11 COLOR topographic map as required in lr strction VI
regardless of whether a classification is provided
Applicant's Certification:
1, Aimee Rogers Thomas, attest that this application for Rogers Sewer System
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required
parts of this application are 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, o
certificatio in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as w tlgcivie penaltieip t $25,000 per violation.
tfftcial Signature
Professional Engineer's Certification:
Date
I attest that this application for Rogers Sewer System 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 and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of these materials under my
signature and seal signifies that l 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. David W. Odom, P.E.
Professional Engineer Name
2b. Odom & Associates Engineering Inc.
Engineering Firm
2c. 152 East Main Street
Address
2d. Forest City
City
2g. 828-247-4495 ;2h. 828-247-4498
,
Telephone Facsimile
davidodom@odomengineerin
Seal, Signature Date
Ft A 02/03 - Rev. 106103

704 484 6808
eRogets Thomas
,utuo .*Grotrp
208 e t ►' on Blvd.
Shelby, North Ceram812
SE
er is to co
per y of
numb is $:
Six
CITY OF H L E
.by road Riv
Autom tive Sewer Pr
PO Box 2 ° ' C weer St. - She by, NC -0207
Ph 7(-- - Fax -
PAGE./
up to 8,778
ityp *.