WQ0029474_Regional Office Historical File Pre 2018

North Carana )e.
November 2, 2005
Mr. David Bentley, Project Manager
AutoZone Development Corporation
123 south Front Street
3rd Floor
Memphis, TN 38103
nt
Michael F. Easley, (i eMOP
William G. Ross it., Secretary
iroriment and Natural Resources
Alan W. Klimek, P.E. Direc(or
Division of Water Quality
Subject, Permit No, WQ0029474
AutoZone
AutoZone Development Corporation
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr, Bentley.
In accordance with your application received on October 26, 2005, we are forwarding herewith
Permit No, WQ0029474, dated November 2, 2005, to AutoZone Development Corporation 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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 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.
1\tooresville Regional Office 610 Past Center Ave., Suile 301 Mooresville, NC 28115 Phone' (704).663-1699 Fax: [phone]
Internet h2o..enrstate.nctis Customer Service: 1 - 8 7 -62,3 -6 74 8
An Equal Opportunity/Affirmative Action Employer -50% Recycled/10% PO5i. Consumer Paper
Dix
OhCarolina
turally

PrirMr Bentley
Page 2
November 2, 2005
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 AutoZone Development Corporation for the construction and operation of approximately 365
linear feet of 6-inch gravity sewer as part of the AutoZone project, and the discharge of 250 gallons per
day of collected domestic wastewater into the Water and Sewer Authority of Cabarrus County existing
sewerage system, pursuant to the application received August 15, 2005, 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 Water and Sewer
Authority of Cabarrus County WVVTP (Rocky River Regional NPDES No. NC0036269) prior to being
discharged into the receiving stream,
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,
r Alan W. Klimek, P.E.
cc: Cabarrus County Health Department
Mooresville Regional Office, Surface Water Protection
Kevin Caldwell, Geoscience Group, Inc,
Surface Water Protection Central Files
Marie Doklovic, PERCS
P Permit No, NC0036269)

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 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.
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 21...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.
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.
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 26 .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.
2

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-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 Part 11 of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control,
Permit issued this the 2nd day of November, 2005,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W, Kli P„E,„ Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number VR10029474

Fast Track Engineering Certification
Permit No, WQ0029474
November 2, 2005
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 errnit e ulations 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
LI Partial
Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (LI periodically, LI weekly, LIJ full time) the construction of the AutoZone, Cabarrus
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 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 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 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,

Central Files: APs
Permit Number 00029474
Permit Tracking Slip
/01t0a
Program Category
Non -discharge
Status Project Type
in review New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Individual
Extensions
Primary Reviewe
de. browder
Permitted Flow
250
Facility
Facility Nerve
AutoZone
Leo 'on Addrt
Owi
Permit Contact Affiliation
Major/ legion
Minor Mooresville
Fa llityr C
County
Cabarrus
,ffalatirrn
Owner Marne
Autozone Development Corporation
Da
Orig
e ttlated Activities
far rrtercal or industrial, other
'Wastewater collector
ue
Outfall NUL.1
Owner Type
Non -Government
Owner Affiliation
David BenBentley I lanar Project
Scheduled
App Received Draft Initiated Issuance
0/ 6/06
Public Notice
Addiii a
Additional info
rr requested
ation received
frective Expiration
titerbody Name
Stream index Number
t diass
Strbbasin

GEOSCIENCE GROUP, INC.
500 CUWTON ROAD, SUITE K
CHARLOTTE, NC 28217
WACHOVIA
WACHOVIA BANK, N.A.
ACH RFT 053000219
66-21/530 CH
Oct. 5, 2005
AL"FHO SdZED NAT
$ 41}II.©0

P1iE 3
FAST -"TRACK APPLICATIONtar GR4'6'I'TY 5�.lEtS, ��'` S"f'AT'tC)PaIS, ANI� >fi QRCE MANS
USE THE TAB KEY TO
Owner
AutoZon
OVE, FROM FIE
n Number:
ed t y DW
r.
:1 13o +eloriren# Cor of ati- the r-da Cor©rat«
4 Full Legal Na(�mpany ..._ municipality, H+.C A uttllty, etc_)
_._..... ..�
11 b. David Bentley y r
Signing Official Name and l"itle fP ee
1c, 1'he legal entity who will own this systems t
lndtivrdur�i Feder�l 0 Munk. a(it _D,State/CQunty Private Partnerfl P. X. Cargo ?n. _ _O ar sp
d1r�. M,ernphls
1d. 't23 South Front Streets Ord Floor City
krt Address �......
TN
State
Telephone ._ __.>..._.._ ..
Prolectp f acrlit isµ„ ,,,
a, AutoZone t�caun
Brief Project Name (permit will refer to this name)
Contact Person:
��__..... _ •_.
Kevin S. Caldwell, PE, i +eoscience Group, I
Name and Affiliation of Sr meene Who Can Answr
b, 704-525-2003.
ee review 'l A NCAC 2H „0206(b) to
Phone Number
Project is X New 0 lodifi
For modifications, attach a se
phase, changing line size/langot
duplicate project information In
2 Owner is Public (skip to Item
a. If private, applicant will be:
X Retaining Ownership (i.e. store, church, single office, etc.) o
Leasing units (lots, townhomes, etc. - slop to Item 8(3))
Q Selling units (lots. townhornes, etc. - go to Horn ,B(21))
ter esnet ewcir Authorit, elf ±Babarrus Coup -,Treating AlJast Ater Frio Tttts Project
owner of �'tewater Tr tr rot Facility ( %I TF) _
Rocker F Pennit No.
2
uth an erl sigrron otficials!)
ns About this Application
Inc, kcaldwell@
E-mat
ion (of an existing permit) If Modification Permit No.: ,,..
ate sheet clearly explaining the reason for the modification (i.e adding another
). Only include the modified information in this permit application - do not
rid R(1041) that has already been included in the original permit.
Ea Private (go to item 2(8))
2b_ If sold,
a Public Utility (instruction III
Homeowner ,ttssoci©evel0Pe
Name
City of
Owner of D
The origin of this wastewater is
[] Residential Subdivision
© Apartments/Condominiums
Mobile Home Park
School
Restaurant
© Office
Volume of waste
perrnitted flow is zero, indicate why: nterceptor Line - Flow will be permitted is subsequent permits m s that connect to this line
0 F1ow has already been allocated in Permit No.
Q Rehabilitation or replacement of existing sewer with no new flow expected
e
ewer Siz
Permit Number of Downs
lc all thatw a_ppl ' .,-_.._,...___--__
© Car Wash
© Institution
D Hospital
El Church
D Nursing Home
El Other (specify): Shopping Center
,his project Zail gallons per day
:IZ SCCV: 9Z 4-30
ISCu-S
x ,J
wneci by s (must choose
tiion IV)
known)
oomesticfCommercial
% Industrial
% Other (specify):
2
dflOaJ 33NOIDS03,9
0

PAST-T3
C TII fotG GRAVITY SEWERS, PIMP S'T'A.TIONS, ANJ1 FORCE MAINS
PAGE 4
Provide the wastewater flow calculations used in determining the permitted flow in ae with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow far lute or pump station sizing if zero flow in tl"te space below, Values other than
that in 15A NCAC 2H ,0219(1)(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).
AutoZone (25 gallons per person per shift)
5 people per shift (2 shifts) 5x2x25. 250 gallons per day design flow
Total Daily Design Flow 250 gallons per d
Y
O. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
ENTER TOTAL, IN
ary of Pump Sta
Location ID
f chosen - as oho 4a rt on Design Flo
ns for cmes=reference (,MGP1_
365
LENGTH IN 1
ions to be Permitted (attach additional sheets as necessary)
_._. Power Raliablllty Option
Operational Point (1- dual line feed; 2- permanent generator WATS; 3-
GPM &TOH_._ portable generator wlteierr try, 4-wet well staray_e),
Gravity or Force Main
(use the pull down menu
Gravity
Does the sewer system comply with the fvlinirrlum Design Cnteraa for the Fast Track Permitting of Pump Stations end Force;
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H _0200 as applicable?
X Yes 0 No If no, please reference the pertinent minimum design criteria or regulation and Indicate why a
variance is requested:
"•."MIT rW COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERT!
Have tit following permltslcert►ficadons been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? Yes 0 No N/A
Sedimentation and Erosion Control Plan? X Yes © No 0 N/A
Stormwater? X Yes 0 No © N/A
NT T+I TI1E VAFtIANCE WITH YOUR APPLICATION
90 'd 82: T T SOOZ 9Z 130 TSw-SzS-vo : X23
FTA 02/03 - Rev. I
d11019 39N3IDS039

AST-Ti AC'K APF IGATIGN oir GRAN'S3 W RS, PIMP STATIONS, AI D 'FO CE MAINS
PAGE 5
Use the Division's uacuMent erttlUed, "DETERMINING STREAM CLASSIFICATIOi iS F'OR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is envallable from our web site Of by contacting the appropriate Division of Water Quality
for
X A Stream Classification is not needed addresses) all parts of the following:rcare
et .w.T
regional office(s�. instructions r .... )OR Indicate ...-. , ._ . _..w
.... reject are at least 100 feet away from any down slope
waterbody; AND,
X RA 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 wat
Location ID on Map
self chcasa►n- as shown on
snap for cross-reference) fi
Name of
Waterbody ..,._ County
tho
fication:
aterbody Strom
Index
" COLOR topographic snap as required in Ins
f whether a classification is provided!
uction VI
Waterbody
itication
1, David Bentley, attest that this application for gravity sewer to serve AutoZone has been reviewed
by me and is accurate and complete to the best of my Knowledge, l 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..68, any person who knowingly makes any false statement, representation. or
certifijtaition in any application shall be guilty of a Class 2 misdemeanor which may include a tine not to exceed $10,000
as civil nalties to 25,000 per violation.
Professional El` lneet's CerSttcatkan:
i attest Met this application for grt ivtlt + sewer to serve Autozone 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. I 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 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.
Kevin $. Cali tell, l E
onal Engineer Name
b. Gaoaaciunce Group, Inc..
Engineering Firm
2c. 500-K Clanton Road
Address __.._.a.
d. Charlotte
City
704-525-2003 h. 704-525-2051
Telephone
Facsimile
2f 28217
State Zip
2i. kc
Seal, SIf#nature & Date
.0'd 82:TT SOOZ 9' 130
0
x93
FTA 02/03 - Rev. 1 06/03
drl0�� 30N3IOS039

OCT-25-26 5 TUE 05.15 P
TONNE STORE DEV
FAX Nn, 901 4 89 9 P, 02
©3
r2
1107
123 S, Front Street, Marc ph l . Tenn
Phone [phone]
Ms. pee Browder
North Carolina Department of Environnnen
Mooresville Regional Office
610 East Center Avenue
Mooresville, North Carolina 28115
704/663-1699
to
38103
Resources
RE: AutoZone Store No. 3909
Coddle Creek l'lltarket CO George W. d.
Concord, North Carolina
Ms. Browder,
Please consider tEtis letter its a clarification to how AutoZone, Inc. is registered
with the Secretary of State in North Carolina. Our registered name is AutoZone
Development Corporation, a Nevada Corporation.
Also, please consider this letter as our authorization for Geoscience Group, Inc.
(c/o: Mr. Kevin ;Caldwell, or any other authorized representative of Geoscience
Group, inc.) to sign any and all Applications and to act as our agent in regards to
the above referenced AutoZone project for the purposes of this Application.
Sincerely,,
D
Protect Mariag�r for AutoZone, Inc.
ZO 'd
9 : J. T SOOZ 9Z -3O
TSOZ- S VOZ: xed dnoa9 331\13I9

City of Concord
Engineering Department
Scott Padgett, Mayor
W. Brian Hiatt, City Manager
M. Sue Hyde, P.E., Director of Engineering
September 2
AutoZone Store Development
123 South Front Street
Memphis, Tenn. 38103
Attn: Mr. David Bentley
SEP 3 0 20li
SUBJECT: CITY OF CONCORD WASTEWATER FLOW ACCEPTANCE
AutoZone 6-inch Private Sewer Service Extension (Coddle Creek Market
George Liles Blvd.) Project Number 2001-029
Dear M r, Ben
This letter is to confirm that on September 7, 2005, our office received the application
package consisting of the engineering plans and specifications, by Kevin S Cadwell, NCPE, with
the Geoscience Group, Inc., for the AutoZone 6-inch Private Sewer Service Extension (Coddle
Creek Market L; George Liles Blvd.) private wastewater collection system extension consisting
of approximately 365 linear feet of 6-inch private sanitary sewer service and associated
appurtenances located off of George W. Liles Blvd. to serve a retail store with a commercial
wastewater discharge of 2.50 GPD,
At this time, the City's downstream wastewater collection system has the capacity to
accept the requested commercial flow. The City of Concord, however, will not guarantee the
acceptance of any future flow requests or changes in the nature of the flows associated with this
private system.
Please be aware that the City will not assume any responsibility for the operation and
maintenance of the subject private sewer system. The entity to whom the sewer extension permit
is issued will be responsible for complying with North Carolina Administrative Code 15A
NCAC 2H .02.27. Please review this section of the Administrative Code prior to submitting your
application to the State. If the permit applicant is unable to perform all of the operation and
maintenance dudes required by the State's Administrative Code, a private sewer extension
should not be requested. The City reserves the right to disconnect the subject sewer extension
from the City's wastewater collection system if improper operation and maintenance of the
sewer system leads to sanitary sewer overflows within the City's. wastewater collection system or
°iolations of any ordinances or policies.
Alfred M. Brown Operations Center
• a.SLM Watirm C Coleman Blcd • P.G. Box 3 k • C rlo No th Carolina aiO26
Fax[phone]'1 • 1DD1-800- a • Alfred M. Brown Operations Ceni
IL 850 Warren C. Ojkrnari Blvd P.C), Box 308 Concoercl,.Nattli C:ait ling 29026
5425 Faa, ciC 4) 786-4521 `IDI)1-& o-73�

The City of Concord must be present to observe the connection of this private system, in
order to meet the Standard Specifications for Wastewater Collection and Water Distribution for
Cabarrus County. Contact Phillip Kings land, Construction Administrator, at (704) 920-54,04 at
least 48 hours prior to the initiating system connection,
The owner's engineer shall certify that the sewer system has been installed in accordance
with WSACC and State standards prior to the activation of the extension.
This letter shall not be construed as an Authorization to Construct by the City of
Concord. All applicable permits associated with this project rnust be Obtained and copies must
be presented on site prior to comm.cneement of the work.
Sincerely,
Sincerely,
CITY OF CONCORD CITY OF CONCORD
M. Sue Sue Hyde, NCPE
Director of Engineering
(V\
T. Mark Fowler
Director of Wastewater Department
Carbon Copy:
Project No.: 2001- 029 AutoZone 6-inch 'Private Sewer Service Extension (Coddle Creek Market George Liles
Blvd.)
Geosetenee Group, Ine.„5004,Clanton. Road, Charlotte, NC 28217, Attn: Kevin S. Caldweli, NCPE
Elec. Copy:
Mr, Mark Fowler, Wastewater Resources Department
Margaret Pearson, Development Service Department
Phillip Kingsland., Construction Administrator
Concord, NC dk1fred M. 13rown Operations Center Concord, NC
kithi City t)t1r7o6. 111 850 NV 7irtnn Cdtanari Blvd 11- PD. Bc.-Ix 3081, Cotacorri„ North Carolith 28026 L1
111 I'
wercoria
700 93) 542.5 Fax =704) 786-4 521 1-17)D 1-K10-735-82a? iltnitthairvzinizze.i
1,11I
21304

Geoscience
Group, Inc,
To:
Attn:
LETTER OF TRANSMITTAL
NCDENR
919 N.
ain Street
North Carolina 28115
Dee Browder
We are sending you:
VIA:
The following items:
Attached
Overnight
Under separate cover
Regula
Date: 10-6-05
Geotechnicat, Environmental,
Civil, Water Resources,
Construction Materials &
Roofing Engineers
Project. No.: CH05.0078,cv
Autozon Fast track application sewer
Shop Drawings
,Specilicafions
Prints
Copy of Letter
x
Pick-up
Plans
Change Order
Codes ©ate Nr , Descri Edon
Orgina'I and one copy of fast track applic:
Application Fee — 400.00
Flow acceptance letter
8.5x1 I inch 7.5-minute USGS To 'o
THESE ARE TRANSMITTED as checked below:
For Approval
For your use
As Requested
For Review and Comment
Approved as Submitted
Approved as Noted
x
Hand Delivered/Couriered
Disks
Other
Returned for Corrections
OCT 0 7 2000
Copy To:
500 Clanton Road
Suite K
Charlotte, North Carolina
28217
Signed: Joshua Rine
Telephone
704525,2003
Facsimile
704.525.2C15

t

Ms. Dee Browder
North Carolina Department of Environmental Resources
Mooresville Regional Office
610 East Center Avenue
Mooresville, North Carolina 28115
7041603-1699
RE: Auto -one Store No. 3909
Coddle Creek Market CO Ge
Concord, North Carolina
Ms. Browder,
Please consider this
with the Secretary of
Development Corpor
Blvd.
sac n cation to how AutoZone, Inc. is registered
in North Carolina, Our registered name is AutoZone
n, a Nevada Corporation.
Also, please consider this letter as our authorization for Geoscience Group, Inc.
(c/o: Mr. Kevin ,Cardwell, or any other authorized representative of Geoscience
Group, Inc.) to sign any and all Applications and to act as our agent in regards to
the above referenced AutoZone project for the purposes of this Application.
Sincerely,,
a
ger for Au r Zone, Inc.
ZO 'd 9 : T T SOCIZ 9Z 130
iSOz-Sz'S-tiOL: Ked dfl©9 37N3IDSO39

Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
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Date: 10/31/2005
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Corporation Names
Name Name Type
NC AUTOZONE
DEVELOPMENT Legal
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SOSID:
FID:
Status:
Date Formed:
Citizenship:
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Registered Agent
0376755
621611060
Current -Active
8/31/1995
Foreign
NV
Perpetual
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Address:
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Memphis TN 38101
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