WQ0029130_Regional Office Historical File Pre 2018

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
August 1, 2005
Mr. George .C. .Sheild, .Principal
The Terraces at .Ballantyne, LLC
13777 Ballantyne= Corp. :Place #320
Charlotte,;NC '28277
:Subject: 'Permit No.'WQ0029130
;Ballantyne Village
The Terraces at Baliantyne,'LLC
Wastewater Collection System Extension
Mecklenburg County, 'North Carolina
Dear Mr. Sheild:
In accordance withyourapplication received on July 11, 2005, we are forwarding .herewith
Permit:No.`W00029130,.dated .August 1,2005,.toThe Terraces at'Ballantyne, LLC. for. the -construction
.and operation oflhe subject.wastewatercollection 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:the.date.of issuance until rescinded, 'and shall be subject to the conditions and 'limitations as specified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 Ietter.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 facilitiesbe properly:operated and maintained 'in-accordance.with 15A .NCAC 2H _0227 or•any
individual system -wide collection systempermit 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 .Minim_ um 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 h2o.enr.slate.nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50°% Recycled/10°% Post Consumer Paper
lv Carolir.
,Naturallb

Mr. George Sheild
Page 2
August 1,2005
:In accordance with the ;provisibns bf Article 21 .of Chapter 143, General Statutes of North
Carolina asamended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to The Terracesat:Ballantyne,`LLC for the construction and operation of approximately 963
linear feet,of &inch gravity.sewer as part of the Ballantyne Village project, and the discharge of 158,588
gallons ,perday of•coilected domesticwastewater into the Charlotte Mecklenburg Utilities existing
sewerage system,;pursuantto_the application receivedJuly 11,2005, 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 I;2000,,as:applicable; and other supporting data subsequently filed and
approved by theDePartmentbf.Environmentand Natural:Resources and considered.,a:part of this
permit.
The sewage :and wastewater collected by this system shall:be treated in the -Charlotte
Mecklenburg `UtilIities`WWTP=(McAlpineCreek NPDES No. NC0024970) priorto ,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 toChapter 150B of North
Carolina GeneraI,Statutes,;and filed with the Officebf_Administrative Hearings, 6714 Mail Service
Center,Raleigh,: NC27699-6714, Unless:such•demands are made, this permit shall be final and
binding.
•`If youmeed;additional .information ;concerning this matter, ,please contact Dee Browder at (704)
-1663-1699.
Sincerely,
?-�
for Alan W. Klimek, P.E.•
cc: "Mecklenburg; County Health Department
'Mooresville:Regional•Office,Surface Water Protection (WWTP Permit No. NC0024970)
,Dudley°stone,-ColeJenest &:Stone
Surface Water Protection Central Files
Marie Doklovic, °PERCS

NORTH CAROLINA
:ENVIRONMENTAL:MANAGEMENT' COMMISS ION
-DEPARTMENT OF, ENVIRONMENT AND NATURAL;RESOURCES
'RALEIGH
WASTEWATERCOLLECTION'S IV IV--
Thispermit shall,be effectiveirom the date.of issuance, untilirescinded.and shall be subject to the
• following.specifiedconditions ;and.limitations:
1_ This perrnit shall ::become voidable 'unless :the wastewater :collection facilities are ,constructed in
.accordance AMth the ,conditions !of this =permit; 15ANCAC 2H .:0200; the Division of'Water-Quaiity's
(Division) -_Gravity -Sewer 'Minimum iDeSign 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 othersupporting data.
.3. The .wastewater collection facilities shall .be ,properly maintained .and .operated .at all limes. 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 mot ;required,the following performance-criteria•shallbe in 15A"NCAC2H
.0227:
a. "The- sewer system. tshall be :effectively •maintained and operated .at ,all .times to prevent
discharge.o _land :or ,surface -waters, .and any contravention of the .groundwater standards. in
15AA NCAC:2L_:0200 orthe.surface water:standards•in 15A;NCAC2B`.0200.
'.b.-A-map;ofthe :sewer°system shall be:developed and°shall'be,actively:maintained.
c. An:operation and maintenanceaplan.shall be developediand.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=leastonceper week.
e. 'High-priority.sewerilines thall,be inspected at least once per,every Six-month period,.oftime.
f. A general !observation of the entiresewer system shall be conducted at'least once.per year.
g. Inspection and maintenancerecords shall be maintained fora periodof 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. Iri 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 .30220, upon completion of :construction and prior .to operation of these
,permitted facilities, the completed '.Engineering Certification form attached to this permit shall .be
'submitted°•with the required -supporting documents:to the address provided on .the form. A complete
.certification is:one where' the form is fully executed .and the supporting documents are.provided as
applicable.
7. A copy .of the construction 'record drawings .shall be -maintained .on file by the Permittee for the life
of the'wastewater collection facilities.
8. Failure to abide by .the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's, Gravity Sewer :Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum 'Design Criteria for the Fast -Track Permitting of Pump Station and .Force Mains adopted
June 1, 2000 -as applicable; and other supporting materials may subject the Permittee to an
enforcement .action by the Division, in accordance with North Carolina General Statutes §143-
215.6Athrough §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 Jordinances 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, andanyrequirements pertaining to wetlands
.under 15ANCAC 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 .(704) 663=1699, 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 failui=e 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 1st day of August, 2005.
NORTH CAROLINA ENVIRONMENTAL- MANAGEMENT COMMISSION
►7 i
for Alan W. Kli , P.E., Director
Division of Water Quality
By.Authority of the Environmental Management Commission
Permit Number WQ0029130
3

Fast Track Engineering Certification
PermitNo. WQ0029130
August 1, 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 theproject 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 mannerthat provides proof of receipt by -the Division.
'ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
l, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑-periodically, ❑ weekly, ❑ full time) the construction of the Ballantyne Village,
Mecklenburg County,project forthe Permittee hereby state that, to the best of myabilities, 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:MinimumDesign Criteria adopted February 12,1996 as applicable; the" Division's!Minimum.Design Criteria
for the Fast-Track'Permitting of Pump Stationsand Force Mains adopted June 1, 2000 as applicable; and other
supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM '8,,SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONALOFFICE
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.

CI AP'A' ON' for GRAVITY SEVERS PIMP STA'f"IUNS, ANI) FORCE MAINS PAGE 1
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
OOwner:
er... ... __
Ballanntyn Village, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
1b.. Mr. George C. Sheild, Principal
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
Application Number:
(to be completed by DWQ)
The legal entity who will own this system is:
0 Individual 0 Federal fl Municipality Q State/County Private Partnership © Corporation ❑ Other (specify):
1d. 13777 Ballantyne Corp. Place #320
Street Address
NC
State
704-541-2800
Telephone
1 i. 704-541-2
Facsimile
2. Project (Fecittty) Informati
2a, Ballantne Village
Brief Project Name (permit
3. Contact Person:
othis na
Frank G. Miller, El - ColeJenest & Stone
Name and Affiliation of Someone Who Can Answer Questions Abcau
Charlotte
City
1 g„ 28277
Zip Code
cgeorgesheild@ao
E-mail
2b. Mecklenburg
County Where Project is Loca
b. 704-376-1555
Phone Number
[e-mail]
E-mail
Project is New 0 Modification (of an existing permit) If Modification, Permit No.:
Owner is 0 Public (skip to Item 8(3)) El Private (go to Item 2(a))
If private, applicant will be: 2b, If s©Id, facilities owned by a (must choose one)
Retaining Ownership (i.e. store, church, single office, etc.)
0 Leasing units (lots, townhomes, etc. - skip to Item 8(3))
E Selling units (lots, townhomes, etc, - go to Item B(2b))
Charlotte Mecklen
Owner of
4a. McAlpine Creek WastewaterT .� ._.
Name of WWWTF
5a. CMUD
ent (CMUD)
Public Utility (Instruction III)
1 Homeowner Assoc./Developer (Instruction IV)
r Treatment Facility (WWTF) Treating Wastewater From This Project
ment Plant 4b. NC0024970 _
WWTF Permit No,
5b. 8"
Owner of Downstream Sewer Receiving Sewer Size ! Permit Number of Downstream Sewer
The origin of this wastewater is ('check all that apply):
© Residential Subdivision 0 Car Wash
® Apartments/Condominiums [] Institution
O Mobile Home Park ❑ Hospital
© School 0 Church
Z Restaurant ❑ Nursing Home
Office 0 Other (specify):
Volume of wastewater to be,permitted in this project: 158,588 gallons per day
If the permitted flow is zero, indicate why:
El Interceptor Lune - Flow will be permitted is subsequent permits that connect to this line
Li Flow has already been allocated in Permit No.
O Rehabilitation or replacement of existing sewer with no new flow expected
100 % Domestic/Commercial
% Industrial
% Other (specify):
FTA 02/03

-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 2
1 B. PERMIT INFORMATION (CONTINUED)
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(I)(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).
(150 units*190 gpd) + (39,000 sf restaurant * 40 gpd/15 sf) + (217,400 sf office/retail * 120 gpd/1000 sf) = 158,588 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(pull down menu)
8"
963'
Gravity
ENTER TOTAL LINE LENGTH IN MILES
0.182
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Design Flow
as shown on laps ' MGD
( p( )_
Power Reliability Option
Operational Point (dual line feed, permanent generator wIATS,
GPM TDH �
@ portable generator w/autodialer, wet well storage)
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
® 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
Wetland/Stream Crossings - General Permit
Sedimentation and Erosion Control Plan?
Stormwater?
submitted for approval?
or 401 Certification? ■ Yes • No l/ N/A
• Yes ■ No 0 N/A
❑ Yes E No ® N/A
FTA 02/03

T-TRACK APPL ICATLON for GRAVITY SEWERS, PUMP STATIONS, AND FORCE M LiNS PAGE 3
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS
AS_ IFI ION�_._n O_ �. FT_.r_. _.
CLASSiF1C,4TIC3NS FOR FORM FTA 02103
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets asi
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
A Watershed Classification is not needed because all parts of the project are at least 100 feet away frcrra any ctown
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.
Location ID Name of Waterbody Stream Waterbody
on Map Waterbody County River Basin index Classification
Submit the 8.5" x 11" topographic
Applicant's Certification:
ap as required in Instruction VI regardless of whether a ctassific
ion is provided!
I attest that this application for Ballantyne Village has been reviewed by me and is
accurate and complete to the best of my knowledge. I understand that if all required parts of this application 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 certification in any application
shall be guilty of a Class 2 mi d rr eanor which may include a fine not to exceed $10,000 as well as civil penalties up to
0 per!?Q "an;
ng
essronal Engine
Certification:
I attest that this application for Ballantyne Village 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 143-215.68, any person who knowingly makes any false stater tren
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine no
exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Dudley D. Stone, PE
Professional Engineer Name
2b. ColeJenest & Stone
Engineering Firm
2c. 200 South Tryon Street, Suite 1400
Address
2d. Charlotte
City
2e. NC 2f. 28202
State Zip
2g. [phone] 2h. (704) 376 78512i. dstone [e-mail]
Telephone Facsimile E-mail
Seal
ignature & Date

Permit Number WQ0029130
Program Category
Non -discharge
Central Files: APS SWP�
07/29/05
Permit Tracking Slip
Status Project Type
In review New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Individual
Extensions
Primary Reviewer permit Contact Affiliation
dee.browder
Permitted Flow
158588
Facility
Facility Name
Ballantyne Village
Location Address
Owner
'Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
The Terraces At Ballantyne, LLC Non -Government
Owner Affiliation
George Sheild, Principal
13777 Ballantyne Corp PI #320
'Charlotte 'NC 28277
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
07/11/05
Public Notice Issue
Effective Expiration
Regulated Activities Requested/Received Events
Apartment complex
Commercial or industrial, other
Wastewater collection
Outfali NULL
Additional information requested
Additional information received
Waterbody Name Stream index Number Current Class Subbasin

ColeJenest
& Stone
Shaping the Environment
Realizing the Possibilities
Land Planning
Landscape Architecture
+
Civil Engineering
Urban Design
Zoo South Tryon Street, Suite 1400 Charlotte, NC 28202 Charlotte
p+ 704 376 1555 p+ 704 376 7851 urL+www.colejeneststone.com Raleigh
Date: July 11, 2005
Reference: 2978 — Ballantyne Village
Attention: Ms. Dee Browder
Company:
We Are
Transmitting:
Transmitted
Via: -
North Carolina Department of Environment and
Natural Resources
Division of Water Quality
Mooresville Regional Office
919 North Main Street
Mooresville, North Carolina 28115
Tel:
TRANSMITTAL
[phone]
►_r Herewith ■ Under Separate Cover
Copies
Dated
Description
2
04/05/05
Fast Track Application for Gravity Sewers, Pump
Stations, and Force Mains
1
04/05/05
Check No. 1734 ($400.00)
1
07/07/05
Charlotte Mecklenburg Utilities Flow Acceptance
Letter
❑ Mail ❑ Overnight
® For Approval
® Courier
0 Hand Delivery
0 For Your Use ❑ As Requested
0 Pick -Up
❑ For Review
Remarks: We are forwarding the attached Fast Track Application for your review
and approval. Please contact us if you have any questions or need
additional information.
LAND NXIVRAL RESOURCESs -
sooREVILL2 MIZZAL OICE
JUL 1 1 2005
WATER TAM SECTION
By:
cc:
Frank G. Miller,�El G. Miller,'E!
smm
Mr. Michael S, Cole, RLA CJS
Mr. Dudley D. Stone, PE — CJS
Ms. Susan G. Freyler, RLA — CJS
+ M:4Project Files\ 2978120051Trans10711t NCDENR, Fast -Track SewerAppl-2.doc

�"--
le,
. ..,.,.e. tom,.
*. o*F
AP.
At.
Land Plammn
Landscape: Architecture
;Civil, Engineering
+ k ,�..
Urban; Design: .4''
Madeifroin11UO %a' rose -consumer ns'O12er.

•
CD)
CHARLOTTE.
CHARLOTTE-MECKLEHBURG
UTILITIES
July 7, 2005
Mr. Frank Miller
ColeJenest & Stone
200 S Tryon Street
Suite 1400
Charlotte, NC 28202
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
BALLANTYNE VILLAGE
14905 JOHN J DELANEY DRIVE
C-MU# 600-05-546
Dear Mr. Miller:
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 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 (C-MU)
agrees to accept the gravity sewage flow of 58,588 allons a day(150 residential units x 190 gpd/unit;
39,000 ft2 restaurant x 40 gpd115 ft2; 217,400 ft2 office/retail x 120 gpd11,000 ft2) 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, C-MU 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.
C-MU 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,
CHARLOTTE-MECKLENBURG UTILITIES
Barbara Gross
Engineering Assistant
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:
=I Mountain Island Basin
=Long Creek Basin
C.1OId Dowd Road/Paw Creek Basin
�Platt Road Area
O Lansbury Court Area
Roads
Type.
F
Myw Throtaplfam
SUnu
SITE
CMU# 600-05-546

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
July 21, 2006
ColeJenest & Stone
200 South Tryon Street
Suite 1400
Charlotte, North Carolina 28202
SUBJECT: Ballantyne Village
Permit No. WQ0029130
Wastewater Collection System Extension
Final Engineering Certification
Dear Permittee:
The Division received a final engineering certification for the subject project on July 20, 2006. A full
review of the certification materials may or may not be conducted. It is assumed that receipt of
this certification indicates compliance with all regulations, design criteria and the permit. Please be
reminded that the Permittee is responsible for keeping a copy of the final record drawings for the
life of the project. If you have not received a copy, please contact your consultant immediately to
obtain a copy.
You are receiving this letter because the Division has you listed as the responsible party. If this
permitted system is no longer owned by you, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from
http://h2o.enr.state.nc.us/ndpu/ndpuapps.html#Sewer.
If you have any questions concerning this document or the completion of Form PNOCF-S (if
necessary), please contact Ms. Dee Browder at the letterhead address or via E-mail at
[e-mail].
cerely,
benalkeAe
451 D. Rex Gleason, P.E.
t Surface Water Protection Regional Supervisor
Enclosure
Cc: Surface Water Protection Section Central Hies (certification page only)
Please send copy to Permittee
NorthCarolina
Naturally
Pretreatment, Emergency Response and Collection Systems Unit Internet http://h2o.enr.nc.state.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

Fast Track Engineering Certification
Permit No. WQ0029130
August 1, 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 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, Dudley D. Stone , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (n periodically, ❑ weekly, ❑ full time) the construction of the Ballantyne Village,
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 Deaf Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, �„ 9plGM4ibTD ' r
1800RESVILLEREGIONALIWRE
supporting materials.
North Carolina Professional Engineer's
seal, signature, anIdld ate:
_ots
SE
AL
wise (e e D. 5 '14
it*,IlesIIso
JUL 2 ( 2006
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE QhOA� E��
MOORS LLE 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.

200 South Tryon Street, Suite 1400 Charlotte, NC 28202
IgIFFIIIPP"- P+704 376 1555 f+704 376 7851 url+www.colejeneststone.com
Date: July 19, 2006
Reference: 2978.06 - Ballantyne Village — Miscellaneous Site Revisions
Attention: Ms. Dee Browder
ColeJenest
& Stone
Shaping the Environment
Realizing the Possibilities
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
Company: North Carolina Department of Environment and
Natural Resources
Mooresville Regional Office
Surface Water Protection
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
We Are
Transmitting:
Transmitted
Via:
Tel:
Charlotte
Raleigh
TRANSMITTAL
[phone]
® Herewith ❑ Under Separate Cover
Copies
Dated
Description
1
07/18/06
As -Built Sanitary Sewer Plan
1
07/18/06
As -Built Sanitary Sewer Profile
1
07/18/06
Fast Track Engineering Certification
❑ Mail
® Overnight
❑ Courier
❑ Hand Delivery
❑ Pick -Up
® For Approval El For Your Use ❑ As Requested ❑ For Review
Remarks: Please see the attached and call with any questions.
By:
cc:
Frank G. Miller, E
smm
Mr. Dudley D. Stone, PE — CJS
Ms. Susan G. Freyler, RLA - CJS
+ M:1Project Files12978120061Trans10718t Browder, D., As•Builts (Sanitary Sewer}.doc
AND;:
MOORESWLLE REGIONALIFFA
kw r ECE9 D
JUL 2 ( 200.:
•
WATER QUALITY SECTlO

land `Plannir g
Landscape Architectune°
Civil,Engineering
UrbanfDesigP
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