WQ0023086_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r 1
`o=oF wA1 9
V
'i Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 22', 2003
Mr. W. R. Lindenmuth
Corporation Service Company
327 Hillsborough Street
Raleigh, North Carolina 27603
Subject: Permit No. WQ0023086
Corporation Service Company
Toringdon Market
Wastewater Collection System Extension
Mecklenburg County
Dear Mr. Lindenmuth:
In accordance with your application received on June 17, 2003, and additional information
received on September 19, 2003, we are forwarding herewith Permit No. WQ0023086, dated
September 22, 2003, to the Corporation Service Company 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until rescinded, and shall be subject to the conditions and limitations as specified therein.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.
Mooresville
Mooresville Regional Office Internet http://h2o.enr.state.nc.us1
919 N. Main Street, Mooresville, NC 28115 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]
VA
1�DEM1lR

Mr. W. R. Lindenmuth
Page 2
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 Corporation Service Company for the construction and operation of approximately 978
linear feet of 8-inch gravity sewer to serve a restaurant and retail shops as part of the Toringdon Market
project, and the discharge of 9,840 gallons per day of collected domestic wastewater into Charlotte
Mecklenburg Utilities' McAlpine Creek WWTP (NPDES No, �INC0024970) existing sewerage system,
pursuant to the application received June 17, 2003 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.
1
This permit shall become voidable unless the agreement between the Corporation Service
Company and Charlotte Mecklenburg Utilities for collection and final treatment of wastewater is in full
force and effect. 1.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written requestlwithin 30 days following receipt of this
permit. This request must be in the form of a written petition, h 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 Sonja Williams at (704)
663-1699.
Sincerely,
for Alan W. Klimek, P.E.
cc: Mecklenburg County Health Department
Mecklenburg County Department of Environmental Protection
Mooresville Regional Office, Water Quality Section (WWfF Permit No. NC0024970)
Todd Fisher, GNA Design Associates, Inc.
Water Quality Central Files
NDPU Files

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.
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 prior to January 1, 2004 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. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 214.0200; 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 Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the fife
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.
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 govemment 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.

r11 . Noncompliance Notification:
The Permittee shall report by telephone to 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.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first•knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
Permit issued this the 22nd day of September, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/2.‹,
,,ea,i,
for Alan W. Klim , P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0023086

VFast
Track Engineering Certification
No. WQ0023086
September 22, 2003
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 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 ❑ Final
I, , as a duly registered Profession& Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the Toringdon Market,
Mecklenburg 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
919 N. MAIN STREET
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 Pemnittee to appropriate
enforcement actions.

TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
11. Owner_
a. Cc,MPAt-��
Full Legal Name (company, municipality, HOA, utility, etc.)
PAGE 1
Application Number:
(to be completed by DWQ) W Z 3006
z ib. \ .2. IAN nr.sr t• \`- \IP. 121...At4mmaCr u`oerk�u }
0 Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
2
0
IL
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0
U
a
a
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0
2
0
LL
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jlc. The legal entity who will own this system is:
❑.Individual ❑ Federal ❑ Municipality ❑ State/County❑ Private PartnershiRIRCorporation ❑ Other (specify); _
1Id. `31_1 \A\L\S'L1)o Cs4CsH S\. .1e.
Street Address City
iIf. !C. iIg. Z1t O'
State
!1h. �1L1•22..\ C70 Ili. %\�.ZZ1•to3(o5 I1j. �C• ,�+.c�eitw+v'�� e c \4rn�ca,--rE �2S �P.ow%
Telephone Facsimile j E-mail
12. Project (Facility) Information:
2a. 1ve\NC.>n0 NJ MP l 2b. f SC-V-L'� 13V e-c-
Brief Project Name (permit will refer to this name) I County Where Project is Located
3. Contact Person:
13a. I.C.IC"A"")
Zip Code
GNA S\Csr-3 ASSaC\A��S kNC-
Name and Affiliation of Someone Who Can Answer Questions About this Application
5 ec cpc,,ckzsty . Cc,M
Phone Number E-mail
'1. Project is )gtNew ❑ Modification (of an existing permit)
If Modification, Permit No.:
2. Owner is ❑ Public (skip to Item B(3))
N.Private (go to Item 2(a))
2a. If private, applicant will be:
❑ Retaining Ownership (i.e. store, church, single office, etc.)
21 Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to Item B(26))
2b. If sold, facilities owned by a (must choose cle)
❑ Public Utility (instruction III)
❑ Homeowner Assoc./Developer (Instruction IV)
3. ChWeL X'CE MECWLMI-..1gv2G k.f\t1.IZtES (C/'l.4
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
'4a. Mc_ PA-c) PN.AN 1
Name of WWTF
kb. N.K.,0o7_10
WWTF Permit No.
5a. C_b ) 5b. cS^ Vet
Owner of Downstream Sewer
Receiving Sewer Size
5c. NC002..c l0
Permit Number of Downstream Sewer
� G.
cc
a'
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The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
®,Restaurant
❑ Office
0 Car Wash
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
Other (specify): immt.. SAPS
\0CQ % Domestic/Commercial
Industrial
Other (specify):
7. Volume of wastewater to be permitted in this project:Cl %G gallons per day
8. If the permitted flow is zero, indicate why:
❑ interceptor Line - Flow will be permitted is subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03

W
TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
• 9.
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(l) for Item B(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(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).
S'- vZo G-Pn (1ocso SF) = 9C640 GPt�
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (Inches) Length (feet)
C8
Gravity or Force Main
VAN&\t."-f
ENTER TOTAL LINE LENGTH IN MILES 0 . \ 55 1 G-Ytpv\ --i
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
l
Location ID Design Flow
(as shown on pans) { (MGD)
Operational Point
GPM as TDH
Power Reliability Option
(dual line feed, permanent generator wIATS,
portable generatorwlautodlaler, wet well storage)
1
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
0M ins (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
Yes • 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
13. Have the following permits/certifications been submitted for approval?
WetlandIStream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ]g N/A
Sedimentation and Erosion Control Plan? RI Yes ❑ No ❑ N/A
Stormwater? 1131,Yes ❑ No ❑ N/A
FTA 02/03

ST-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE3
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
Z (FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
O necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
F i regional office (see instructions for addresses) _CIR indicate the following:
V2 A Watershed Classification is not needed because all parts of the project are at least 100 feet away from any down
... slope waterbody; AND,
[ A Watershed 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.
.. _
4N Location ID i Name of
�+ on Map F Waterbody
1.--
11 Waterbody Stream; Waterbody
_County _ River Basin Index i Classification
i
re r-
I—
Q 1
r
1
V TShe 8.5" x 11" topographic map as required In Instruction VI regardless of whether a classification is provided!
1. Applicant's Certification:
1 attest that this application for • lo23.t .AC.,ix)N IV\AQ . 1 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, 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.
1a. AZ�7' 0 03
1 Signing Offic'+' Sig at a Date
_
in .2. Profession - Engineer's Certification:
Z 1 attest that this application for e..me NGT*3o 1•) M,Nek i has been reviewed by me and is accurate, complete
0 and consistent with the information in the engineering plans, calculations, and all other supporting documentation to the
Qbest of my knowledge. 1 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
0 i 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
!L 1, 2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal
H package may have been developed by other professionals, inclusion of these materials under my signature and seal
r signifies that 1 have reviewed this material and have judged it to be consistent with the proposed design. Note: In
W accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
0 representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
CIexceed $10,000 as well as civil penalties up to $25,000 per violation.
:2a. V- .iG�n T \--Ave. I
ir+
���,,�y` 0.,,,..
Professional Engineer Name % .. - • • • L,(jj ,i
2b. CaNN nES\C,r.1 .AS C1A'Z S k�,c . ,, ;• ./o. i �'_
Engineering Firm
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2c. Lk'2 6 'V.-Fc,�+eT\i 5ti -) )ck- Val_025163
Address
'2d. C`A Nek.c.CE 2e. WC'2f. ZSZo Z.. •••• ?��`
City State zip °'�brI'D 0'�,.���,
2g.7CM.T13• \ cfl 2h. �o`'l• ;c4A.c+1CJo 2i. t•4'Ske= ecink . cc -, �hrti kaV
Telephone I Facsimile - I E-mail Seal, Signature & Date
FTA 02/03

•
SITE LOCATION MAC'
Toringdon Morkot
Charlottes North Carolina
Approximate Scale: 1" = 2000'
Base Map
USGS Quadrangle Map: Weddington, NC —SC
Contour interval = 10 ft

I
April 30, 2003
Mr. R. Todd Fisher, PE
GNA Design Associates, Inc.
428 East Fourth Street
Suite 408
Charlotte, NC 28202
CHARLOTTE:.
CHARLOTTE-MECKLENBURG
UTILITIES
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
12500 JOHNSON ROAD — TOR!NGDON MARKET
Dear Mr. Fisher:
In response to your request, a flow acceptance study of the subject site has been completed and the
following has been determined:
Upon completion and acceptance of all necessary sewer lines to serve the subject site, Charlotte -
Mecklenburg Utilities agrees to accept the sewage flow of 9,840 gallons per day (82,000 sf x 120
gal/1000 sf) from this project for transmission to the McAlpine Creek Wastewater Treatment Plant;
NPDES permit number NC0024970, for treatment. This acceptance of flow is based on the existing
capacity of the designated publicly owned treatments works; which is contingent upon final acceptance
and issuance of a discharge permit from the appropriate local, State, or Federal Agency, whichever might
have control.
Upon completion and acceptance of all necessary water mains, Charlotte -Mecklenburg Utilities agrees to
furnish water to the subject project. The water quality to the subject project is regulated by the State
Drinking Water Act Amendments of 1986 and The Water Supply Management Plan, dated January 2000,
(WSMP # 00-00251 & PWS ID # 0160010) on file with the Public Water Supply Section of NCDENR.
However, C-MU cannot guarantee a constant pressure or quality of flow. This agreement is also
contingent upon approval by the Division of Environment, Health, and Natural Resources.
Charlotte -Mecklenburg Utilities does not expect any of the above conditions preclude water or sewer
service to the subject site. However, the applicant should understand that due to the involvement of other
agencies and continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved. Connection to the C-MU system is accepted on a first come,
first served basis.
If you have any questions, please contact me at [phone].
Sincerely,
CHARLOTTE-MECKLENBURG UTILITIES
0-11
Steven K. Miller
Engineering, New Services
CHARLOTTE-MECKLENBURG UTILITIES
Engineering Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

09/19/2003 10:28 7043580766
Frain: Well Idanabed Deulrop Mani To: Todd Flchar
GNA DESIGN ASSOC
Dee 9/17l21103 Taws. 2:,13:15Plut
PAGE 02/02
Pao of Z
September 17, 2003
Mr R Todd Fisher, PE
GNA Design Associates, Inc
428 East Fourth Street
Suite 408
Charlotte, NC 25202
(CM
MilE.
w
CHARLOTTE-MECKLENBURG
UTILITIES
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
12500 JOHNSON ROAD -- TORINGDON MARKET (REMISED)
Dear Mr Fisher
In response to your request, a flow acceptance study of the subject site has been completed and it has
been determined that the discharge from this project does not transmit through areas of 5SO concern by
the NCDENR, Division of Water Quality
Upon completion and acceptance of all necessary sewer lines to serve the subject site, Charlotte -
Mecklenburg Utilities agrees to accept the sewage flow of 9,84D gallons per day (82,000 sf x 120
gel/1000 sf) from this project for transmission to the McAlpine Creek Wastewater Treatment Plant,
NPDES permit number NC0024970, for treatment This acceptance of flow is based on the existing
capacity of the designated publicly owned treatments works, which is contingent upon final acceptance
and issuance of a discharge permit from the appropriate local, State, or Federal Agency, whichever might
have control
Upon completion and acceptance of all necessary water mains, Charlotte -Mecklenburg Utilities agrees to
furnish water to the subject project The water quality la the subject project is regulated by the State
Drinking Water Act Amendments of 1986 and The Water Supply Management Plan, dated January 2000,
(WSMP 4 00-00251 & PWS ID 1# 0160010) on file with the Public Water Supply Section of NCDENR
However, C-MU cannot guarantee a constant pressure or quality of flow, This agreement is also
contingent upon approval by the Division of Environment, Health, and Natural Resources.
Charlotte -Mecklenburg Utilities does not expect any of the above conditions preclude water or sewer
service to the subject site However, the applicant should understand that due to the involvement of other
agencies and continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved Connection to the C-MU system is accepted an a first come,
first served basis
If you have any questions, please contact me at [phone]
Sincerely,
CHARLOTTE-11fE=CKLENBURG UTILITIES
gal
Steven K Miller
Engineering, New Services
cHARLDTTE-MEcKLENB(RG UT11Jfl S
Engineering Division • New Services Section
www.croutjlttiaa corn
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax- 704/393-2219

09/22/03
Regulated Activities
Commercial or industrial, other
Restaurant
Outfall NULL
Permit Number WQ0023086
Permit Tracking Slip
Program Category
Non -discharge
Status Protect Type
In review New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Individual
Extensions
Primary Reviewer Permit Contact Affiliation
sonja.williams
Permitted Flow
9840
Facility
Facility Name
Torington Market
Location Address
Owner
Malor/Mlnor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Corporation Service Company Non-Govemment
Owner Affiliation
W. Lindenmuth
327 Hillsborough Street
Raleigh NC 27603
Dates/Events
Scheduled
Orip Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
06/17/03 1/22103
Requested/Received Events
Additional information received
Additional information requested 06/10/03
Additional information requested 07/29/03
Additional information received 09/19/03
Waterbody Name Stream Index Number
Current Class Subbasin

C1
OFt T Michael F. Easley, Governor
G
v
r
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
July 29, 2003
Todd Fisher
GNA Design Associates, Inc.
428 East Forth Street
Suite 408
Charlotte, NC 28202
Subject: Request of Additional Information
Torington Market
Wastewater Collection System Extension
Mecklenburg County
Dear Mr. Fisher:
The Division of Water Quality's Mooresville Regional Office is unable to process the application
package for the following reason(s):
In order to effectively evaluate this application the applicant will need to provide documentation that the
collected flow from this additional discharge will be effectively conveyed to the receiving WWTP without
resulting in SSO's. Conditions of the Fast Track Gravity and Force Main Permit require the permit
holder to "properly operate and maintain the system". This office request that a review be made of the
receiving lines associated with this application as it relates to SSO's to determine if this flow will be
tributary to lines identified as reoccurring overflow lines. These reoccurring overflow lines have been
identified as 1) Old Vermillion Drive, 2) Lansbury Court, 3) Andover Drive, 4) Old Dowd Road, 5) Plott
Road, and 6) Vemon Drive. Please submit this information regarding the relationship of the application
flows to the lines listed above. This information may be obtained by contacting Steve Miller in the
Engineering New Services Group of Charlotte Mecklenburg Utilities at 704.391.5121.
Failure to provide the requested information on
application.
If you should have any questions regarding the
to contact Ms. Dee Browder at 704.663.1699.
cc:
Application pendipg file
Mooresville Regional Office
919 N. Main Street, Mooresville, NC 28115
DENR Customer Service Center
An Equal opportunity Action Employer
or before August 21, 2003 will result in return of your
acceptance of your application, please do not hesitate
Sincerely,
D. Rex Gleason, P.E.
Water Quality Regional Supervisor
Internet http://h2o.enr.state.nc.us/
Telephone [phone] Fax [phone]
Telephone [phone]
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GNA DESIGN ASSOCIATES, INC.
428 East Fourth Street, Suite 408
Charlotte, North Carolina 28202
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❑ For review and comment ❑
❑ FOR BIDS DUE 0 PRINTS RETURNED AFTER LOAN TO US
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
. Gr EPIVIRON MEN T
AND NATURAL RESOURCES
MOORESViLLE REGIONAL OFFICE
rJUN 1 7 2003
?ATE_ i4iktriLIT' SECTION
COPY TO
SIGNED. re -
If enclosures are not as noted, kindly notify us at once.

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9/19/2003 11:37 AM

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
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
W.R. Lindenmuth, V.P. Planning & Dev.
Toringdon Market, LLC
150 East Broad Street
Columbus Ohio 43215
Dear Mr. Lindenmuth:
June 10, 2003
7001 2510 0004 8286 7331
Subject: Return of Permit Application Package
Toringdon Market
Wastewater Collection System Extension
Mecklenburg .County _
The Division of Water Quality's Mooresville Regional Office is unable to accept the enclosed application
package (including fee) for review for the following reasons:
✓ Item A. (1)(a) of the application cannot be verified by this office as being registered in North
Carolina as a Limited Liability Corporation (LLC). This office requires such registration prior to
processing fast -track sewer extension applications.
Item B. (10) Gravity or force main section of application was not filled out.
Please note that the item(s) listed above must be included and/or completed prior to resubmitting the
permit application package (with fee) for approval. Your application is being returned as incomplete in
accordance with 15A NCAC 2H .0208. The success of the fast -track approval process depends upon
the receipt of complete and accurate applications. Please make the appropriate corrections and
resubmit the application. The review process will then begin upon receipt of the completed and/or
corrected application.
Please be advised that construction and/or operation of wastewater collection system extension without
a valid permit is a violation of North Carolina General Statute 143-215.1 and may subject the Applicant
to appropriate enforcement actions in accordance with North Carolina General Statute 143-215.6. Civil
penalties of up to $25,000 per day per violation may be assessed for failure to secure a permit required
by North Carolina General Statute 143-215.1.
Mooresville Regional Office
919 N. Main Street, Mooresville, NC 28115
DENR Customer Service Center
An Equal Opportunity Action Employer
Internet http:/Ih2o.enr.state.nc.us/
Telephone [phone] Fax [phone]
Telephone 1 B00 623-7748
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t4CL)ER

W.R. Lindenmuth
Page 2
If you should have any questions regarding the acceptance of your application, please do not hesitate
to contact me at the number shown in our letterhead. Thank you for your cooperation.
Sincerely,
Dee Browder
Environmental Engineer
Enclosures
cc: R. Todd Fisher, GNA Design Associates
Application return file