WQ0030913_Regional Office Historical File Pre 2018

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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
October 13, 2006
Mr. Seth Wilfong, Manager
St. Charles Place, LLC
5625 Fairview Road
Charlotte, NC 28209
Subject: Permit No. WQ0030913
Torance Village
St. Ch� s Place, LLC
Wastewater Collection System Extension
C-MU TRACKING #600-06-578
Mecklenburg County, North Carolina
Dear Mr. Wilfong,
In accordance with your application received on September 26, 2006, we are forwarding
herewith Permit No. WQ0030913, dated October 13, 2006, to St. Charles Place, LLC 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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 Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: www.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
No a Carolina
,Naturally

Mr. Witfong
Page 2
October 13, 2006
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 St. Charles Place, LLC for the construction and operation of approximately 895 linear feet of
6-inch gravity sewer and the discharge of 31,200 gallons per day of collected domestic wastewater into
the Charlotte Mecklenburg Utilities existing sewerage system, pursuant to the application received
September 26, 2006, and 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 Charlotte
Mecklenburg Utilities VWVTP (McDowell Creek NPDES No. NC0036277) 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,
for Alan W. Klimek, P.E.
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Steve Miller, CMU
Philip Edward, Mecklenburg County
Mooresville Regional Office, Surface Water Protection (WWfP Permit No. NC0036277)
Carlton Burton, Burton Engineering Associates
Surface Water Protection Central Files
Tom Asenzo, 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 facilities 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 (Le.
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.
1

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 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 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 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 mechanidal 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 II 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 13th day of October, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030913
3

Fast Track Engineering Certification
Permit No. WQ0030913
October 13, 2006
Seth Wilfong
St. Charles Place, LLC
5625 Fairview Road
Charlotte, NC 28209
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
1, , as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of Torance Village, a 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 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 far 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.

USE THE"TAB KEY TO MOVE FROM FOE LCT T° FIELD!
L, Owner,'
St. Charles Place, Li..0
Full Legal Name (cornprany, rrrsanic pant
Z 1b.
0 Signing Official Name and Title (Please review 15A NCAC 2H D0206(b) for authorized signing officials!)
A,
ility, etc.)
Application Number:
(to be completed by DWQ)
Seth Wilfong, Manager
lc. The legal entity who will own this system is:
[] Individual [] Federal 0 Municipality [I State/County 0 Private Partnership RI Corporation Ell Other
Et 1d t3625 Fairview Road
d atree'l Address
1 f.
Z
0
z
0
1 h..
NC
State
704--366 7459 1 i 704-366 2,887
Telephone Facsimile
2. Project (Facility) Inforrnticara.
2a Torance Village
Brie£ Project Name (permit wr(( refer to than name)
3. Contact' Person:
3a Carlton T. Burton, Burton Engineering Associates
Narne and Affiliation of Someone Who Can Answer
„3bq 704-553•-8881
Phone Number
u
Project js'[I New E Modification (of an existing permit)
2 Owner is fl Public (skip to. Item ft(3))
2a. If private, applicant will be:
1e_ Charlotte
City
l g. 28209 _.
Zip Code.
1j.
ErnaiB
2b Mecklenburg
County Where Project
ions Abo
this Applic.aticrrr
Located
[e-mail]
E-mail
ificatiun Permit No.:
® Private (go to Reran 2(a))
2b. If sold,
Retaining Ownership (i.e store, church, single office„ etc.)
Leasing units (lots, townhomes, etc. - skip to Item B(3))
[,] Selling units (lots, townhornes, etc. - go to item B(2b))
3 Charlotte -Mecklenburg Utilities
Owner of Wastewater Treatment Fdc arty (W WTFJ Treating W
McDowell Creek WWTP
4a,
Le Narne cif WWTF
0 6,a Charlotte -Mecklenburg Utilities
11` z Owrrer of Downstream Sewer
6, The origin of this: wastewater is {e
I[] Residential Subdivision
0 Apartments/Condominiums
[ ] Mobile Horne Park
(7! School
Restaurant
ri Office
5b.
8,
Receiving Sewer
ec;ic at that apply):
Pe
PAGE I
ity).
owned by a (must choose ©ne)
© Public Utility (Instruction ill)
© Homeowner Assoc./Developer (Instruction IV)
From This Pena
TF Perraait No.
NC 00036277
NCDEM 11140
e Pe Ili' Number eat Downstream Sewer
ewe
4b„
5c,
�] Car Wash
I'n stitr.t tion
Hospital
❑ Church
❑ Nursing Horne
Other (specrfY) Warehoo.rse/Fle,x
Volume of wastewater to be pt rmitted in this project:
,200 gallons per day
100 0 Dom,
"r". Industrial
8. If the permitted flow is zero, indicate why. N/A
0 Interceptor Inc..i- Flow will be permitted is subsequent permits that connect to this Vine
0 Flow has already been allocated in Permit No.
© Rehabilitation or replacernent of existing sewer with no new flow expected
°r.© Other (specify):

FAST -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(1) 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(1)(3).
60,000 sf x 120 gpd11000 sf retail + 600 seats x 40 gal/seat = 31,200 gpd
.10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
6
Length (feet) Gravity or Force Main
S95 Gravity
CI
W
z
1-
Z
0
ENTER TOTAL LINE LENGTH IN MILES .169 miles
Q11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Power Reliability Option
fY Location ID Design Flow Operational Point (dual line feed, permanent generator w/ATS,
0 (as shown on plans) (MGD) GPM @ TDH portable generator w/autodialer, wet well storage)
L-
Z
2
W
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force'
[Q Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
® Yes 0 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?
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes ❑ No 1 N/A
Sedimentation and Erosion Control Plan? E Yes ❑ No ❑ N/A
Stormwater? ® Yes ❑ No 0 N/A
FTA 02/03

I(1 1ION I`ni s..Pk 1,1P SN1 IONS, A11) WWI% 11:%1yS P E�
1. Use the Divis.ota"s guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR 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 available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) QR indicate the following:
R A Watershed Classification is not needed because all parts of the project are at least 100 feet away from any down
slope walerbody; AND,
0 A Watershed Classification i not raertad because the design does not depend on wet well storage as a power
reliability option tor any pump 3 tton near a Class C down slope waterbody.
Location ID
on Map
Name of
Waterbody
County
River Basin
Waterbody Stream Waterbody
Index Classification
Submit the 8.5" x 11' topographic map as required in Instruction Vi regardless of whether a cl
n is provided!
1, Applicant's Certification:
1 attest that this application fear 'Torar,cr rpltayu bra be reviewed by me and is accurate
and complete to the best of rrny knowledge. 1 understand that if all required parts of this aplafacale,ornpleled
and that if all required supporting docurraentaticara grad 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 appflcatiora shall be guilty of
era Class 2 misdemeanor which may include ra fine not to exceed $10.000 as well as civil penalties up to $25x000 per
violation,
l a.
Professional Engineer's Ceniftcatio
1 attest that this application for Toranck,t Viilane has been reviewed by me and is accurate, complete
and consistent with the inlorrnahen in the engineering plans, calculations, and riff other supporting documentation to the
best of my knowledge, f further aitest haunt to the best of nay knowledge the proposed design has been ,prepared in
accordance with the applicable regulataonso Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
12, 1996, and the Minimum Design C'riterla for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and the watershed classification ire accordance with Division guidance. Although certain portions of this submittal
package may have been developed by ottrer' professionals, inclusion of these 'materials under my signature and seal
signifies that 1 have reviewed this material arad 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 r tikes any faise statemsnf,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor wlccl
exceed $10,000 as 'well as civil penalties up to $25,000 per violation.
2a Carlton T. Burton
Professional Engineer Name
2b. Burton Engineerinn Associates.
Engineering Firm
.2c_ 51350 Fairview Rd Ste 100
,Address
?d. Charlotte 2e, NC' 2f_ 28210
City Stilt: Zip
2g, 704 553-8f3'81 2h, 704-553-8f;60 2i. [e-mail],
Te ephone Facsir'rrlte E-mail
H C ,0
ea3 lu natuarCr &. Date

•
CHARLO'I`TE.
CHARLOTTE-MECKLENBURG
UTILITIES
September 1, 2006
Mr. Carlton T. Burton
Burton Engineering
5950 Fairview Road
Suite 100
Charlotte, NC 28210
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
TORANCE VILLAGE
TAX PARCEL # 017-168-01
C-MU TRACKING # 600-06-578
Dear Mr. Burton:
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 an area of SSO concern
by the NCDENR, Division of Water Quality. Please see attached map.
Upon completion and acceptance of all necessary sewer lines, Charlotte -Mecklenburg Utilities agrees to
accept the gravity sewage flow of 31,200 gpd (60,000 sq ft x 120 gpd / 1000 and 600 seats x 40 gal
/seat) from this project for transmission to the McDowell Creek Wastewater Treatment Plant; NPDES
permit number NC00036277, 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,
(WMSP # 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 to 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,
iRLOTTE-M CKL NBURG UTILITIES
son
Customer Service Division, New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

Legend:
Mountain Island Basin
Long Creek Basin
COld Dowd Road/Paw Creek Basin
=Pion Road Area
C Lanstrury Court Area
&imams
vammom itlmr11:mootam

Name: CORNELIUS
Date: 9/20/2006
Scale: 1 inch equals 1000 feet
Location: 035° 24" 18.5°" N 080° 52" 08.6" W
Caption: TRANCE VILLAGE
Copyright (C) 1997, Maptech, Inc.

Central -Files: APS SWP
10/13/06
Permit Number WQ0030913 Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
In review New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
31200
Facility
Facility Name
Torance Village
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
St Charles Place LLC Non -Government
Owner Affiliation
Seth Wilfong
5625 Fairview Rd
Charlotte
DateslEvents
NC 28209
Orlg Issue
App Received
09/26/06
Regulated Activities
Commercial or industrial, other
Restaurant
Wastewater collection
Outfall NULL
Scheduled
Draft Initiated Issuance
Public Notice Issue
Effective Expiration
Re ues ed/Recei ed Even s
Additional Information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin

0
(CM
CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
September 1, 2006
Mr. Carlton T. Burton
Burton Engineering
5950 Fairview Road
Suite 100
Charlotte, NC 28210
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
TORANCE VILLAGE
TAX PARCEL # 017-168-01
C-MU TRACKING # 600-06-578
Dear Mr. Burton:
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 an area of SSO concern
by the NCDENR, Division of Water Quality. Please see attached map.
Upon completion and acceptance of all necessary sewer lines, Charlotte -Mecklenburg Utilities agrees to
accept the gravity sewage flow of 31,200 gpd (60,000 sq ft x 120 gpd / 1000 and 600 seats x 40 gal
/seat) from this project for transmission to the McDowell Creek Wastewater Treatment Plant; NPDES
permit number NC00036277, 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,
(WMSP # 00-00251 & PWS ID # 0160010), an 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 to 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,
�l3LOTTE-MNBURG UTILITIES
son
Customer Service Division, New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

DMounlain Island Basin
DLong Creek. Basin
OId Dowd Road/Paw Creek Basin
Platt Road Area
BLarIsbury Court Area
�,e�m
Roads

Name: CORNELIUS
Date: 9/20/2006
Scale: 1 inch equals 1000 feet
Location: 035° 24' 18.5' N 080° 52' 08.6" W
Caption: TRANCE VILLAGE
Co hY ('C) i9 , t ho �n

BURTON
ENGINEERING
ASSOCIATES
CIVIL ENGINEERS
LAND PLANNERS
5950 Fairview Road, Suite 100
Charlotte, NC 28210
P. O. Box 471943 Charlotte E-,�`u8aldJllbtY
704-553-8881; fax/701V-55 AL RESOUR
Transmittal
Attention: Mooresville Regional Office
Company: NCDENR
919 N. Main Street
Mooresville NC 28115
14.
4
th.,
CES
SVILLE REGIONAL OFFICE
SEP 2 6 2000
From: Carlton BuR R QUALITY SECT C:;'
Date: September 25, 2006
Via: Mail
Job #: 468-001
Phone #: [phone]
CC:
Re: Torance Vlllape
DAs RequestedDFor ApprovalDFor Your Usecor Review and Comment
Comments:
Copies
Date
Sheets
Description
I
2 ea.
Fast -Track Application for Gravity Sewers, Pump
Stations, and Force Mains
1 ea
Application fee ($400.00)
arlton Burton
BURTON ENGINEERING ASSOCIATES
PLEASE NOTIFY AT ONCE IF ALL ENCLOSURES ARE NOT INCLUDED. THANK YOU.

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North Carolina
Elaine F Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
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/2006
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Corporation Names
Name Name Type
NC St. Charles Place, LLC Legal
Limited Liability Company Information
SOSID: 0824144
Status: Current -Active
Date Formed: 1/23/2006
Citizenship: Domestic
State of Inc.: NC
Duration:: Perpetual
Registered Agent
Agent Name: Ghazi, Afshin
Registered Office Address: 1600 East Woodlawn Road Studio 350
Charlotte NC 28209
Registered Mailing 1600 East Woodlawn Road Studio 350
Address: Charlotte NC 28209
Principal Office Address: No Address
Principal Mailing Address: No Address
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http://wvetary,state.nc.us/CoationslCorp.aspx?PitemId=7905046 10/13/2006