WQ0033315_Regional Office Historical File Pre 2018

Michael F Easley, Governor
William G. Ross jr., Secretary
North Carolina Department of Environment and 'Natural Resources
Coleen H. Sullins., Director
Division of Water Quality
August 14, 2008
Mr. Darryl Avery, Officer
Park South Estates, LLC
PO Box 472888
Charlotte, NC 28247
Subject: Permit No, WQ0033315
Ardsley Court
Tax Parcel #173-155-01,02,03
C-MU Tracking # 600-08-597
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Avery,
in accordance with your application received on August 5, 2008, we are forwarding herewith
Permit No. WQ0033315, dated August 14, 2008, to Park South Estates, 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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: (704) 66:3-6040
lriternet: wwwmcmvyaterquality,org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
Ome
NorthCarolina
atUray

Mr. Avery
Page 2
August 14, 2008
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 for the construction and operation of approximately 187 linear feet of 8-inch gravity and the
discharge of 2,850 gallons per day of collected domestic wastewater into the Charlotte Mecklenburg
Utilities existing sewerage system 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 WWTP (McAlpine Creek NPDES No. NC0024970) prior to being discharged into
the receiving stream.
The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and shall be a condition of this permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
North Carolina General Statutes §143-215.6A to §143-215.6C for violation of or failure to act in
accordance with the terms and conditions of this permit.
Assessing subsequent impacts to the downstream collection system and treatment facility is the
complete responsibility of Charlotte Mecklenburg Utilities. Charlotte Mecklenburg Utilities must utilize
whatever tracking tools necessary for planning additions of sewer flow in order to maintain compliance
with the WWTP permitted limits and the WQCS00001 permit requirements.
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,
6 14-
for Coleen H. Sullins
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Steve Miller, CMU
Philip Edward, Mecklenburg County
Mooresville Regional Office, Collection System Permit File
Brian Smith, Urban Design Partners
Surface Water Protection Central Files
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 (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 §143-215.1 C.
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 mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part1 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 I1 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 14th day of August, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033315
3

Fast Track Engineering Certification
Permit No. WQ0033315
August 14, 2008
Owner/WQCS PE WQCSWIWfP
Darryl Avery, Officer Brian Smith Steven Miller
Park South Estates, LLC Urban Design Partners Charlotte Mecklenburg Utilities
PO Box 472888 1318 Central Avenue, Suite E6 5100 Brookshire Blvd.
Charlotte, NC 28247 Charlotte, NC 28205 Charlotte, NC 28216
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.
ENGINEERS CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, ['full time) the construction of Ardsley Court, 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 for the Fast -Track Permitting of Pump '
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

OF NO T
LINTY OF
LINA
\2
Permit No.tAic( 0335
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this ‘,2;_i'`-4 day of
ru (y 20 4 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
P¢tkr-s Oral- A f , a non-profit corporation organized
and existing under and by virtue of the laws of the State of North Carolina, hereinafter known as the
ASSOCIATION.
WITNESSETH:
1. The ASSOCIATION was formed for the purpose, among others, of handling the property, affairs and
business of the development known as �}} Lot .rE'
(hereinafter the Development); of operatmg,mintaining, re -constructing and repairing the common
elements of the lands and improvements subject to unit ownership, including the wastewater collection
system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System);
and of collecting dues and assessment to provide funds for such operation, maintenance, re -construction
and repair.
2. The ASSOCIATION desires, to construct and/or operate a Disposal System to provide sanitary sewage
disposal to serve the Development on said lands.
3. The ASSOCIATION has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and/or operate the Disposal System.
4. The Development was created subject to unit ownership in the dwellings units, other improvements and
lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter 47C
of the North Carolina General Statutes.
5. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and ASSOCIATION do hereby mutually agree as follows:
1. The ASSOCIATION shall construct the Disposal System and/or make any additions or modifications to
the Disposal System in accordance with the permit and plans and specifications hereafter issued and
approved by the COMMISSION, and shall thereafter properly operate and maintain such systems and
facilities in accordance with applicable permit provisions and law.
2. The ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System
and appurtenances thereto are part of the common elements and shall thereafter be properly maintained
and operated in conformity with law and the provisions of the permit for construction, operation, repair,
and maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire
wastewater treatment, collection and disposal system as a common element, which will receive the highest
priority for expenditures by the Association except for Federal, State, and local taxes and insurance.
FORM: HOA 09-06 Page 1 of 2

FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Director
Division of `Water Quality
(Date)
FORM: HOA 09-06
Page 2
pr
he ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System
will be maintained out of the common expenses. In order to assure that there shall be funds readily
available to repair, maintain, or construct the Disposal System beyond the routine operation and
maintenance expenses, the Declaration and Association Bylaws shall provide that a fund be created out of
the common expenses. Such fund shall be separate from the routine maintenance fund allocated for the
facility and shall be part of the yearly budget.
4. In the event the common expense allocation and separate fund(s) are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall be provided such that special assessments can be made
as necessary at any time.
Sn If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the ASSOCIATION shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental.
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
o. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the ASSOCIATION to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the ASSOCIATION shall
provide in the ASSOCIATION Bylaws that the ASSOCIATION shall not enter into voluntary dissolution
without first having transferred its said system and facilities to some person, corporation or other entity
acceptable to and approved by the COMMISSION by the issuance of a permit.
7. The ASSOCIATION shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
ASSOCIATION's successor.
8. The agreements set forth in numbered paragraphs I, 2, 3, 4, 5, 6, and 7 above shall be conditions of any
permit issued by the COMMISSION to the ASSOCIATION for the construction, maintenance, repair and
operation of the Disposal System.
9. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized.
representative of the parties hereto on the day and year written as indicated by each of the parties namedtrEttrk
Belo
Name of ASSOCIATION
B
(Signat
Print Name and Title
(Date)
2

z
0
0
0
J
a
z
0
USE THE ..t" KE..Y TO MOVV1 FROM Fat L b R iF
1, Qwneri Permittee:
1 a. Park South_Estates, L(.:C,.
Full Legal Name (company.
1b. Darwryl Avery Officer'
Signing Official Name and Title (Please review t5A N
tc. The legal ent
0 Individual U
1 d. PO Box 472888
Mailing Address
1f. NC
State...
1 h, . ...._._,. ., ..
Telephone
2 Proiect (Far lltV),In€orn
2a. Ardsiey Court,..
Brief Project Name (permit
3. Contact Porson,
3a. Amber Babcock7 Urban D
unie:rpality
IC}A, utility, e
ho will own this system is
ederal LL. Municipality
%04 543 3191
F as;:simiie
tiorr:
ti Partners
Appiication #u
(is to crnpte.se tY` D
6 (b) for authona ed
y L Private Partnership Corporatio
y
28247
Zip code
F.-rrnail
Name and Affiliation of Someone Who Can Answer itreslirrns About thi
31o, 104.334.3303 x 1+05
Phone Number
i, Project is E New El Modification (of an existing permit) if Modification. Perr
tbur9 DW
Where Project is Located
Owner is LI Public (skip to Item 13(3)j Private (ttr
a. If private, applicant will be
Ell Retaining Ownership (i.e. store, church, single office, etc) or
Leasing units (lots, townhomesr etc, - skip to Item .8(3))
E SetMrag units (lots, townhonaes. Etc., - go to item 8(2t,;)
Charlotte MeoklenburcUtrltrs
Owner of Wastewater Treatment Faci36ty Treating
4a, McAlpine Creek WTP
Name of
Char Meck U teGties Sb. 8
Owner of Downstream Sewer Receiving Sewer Size
0 6.
2
The origin of this wastewater is (check all that apply):
l Residential Subdivisicrr
Apartments/Condominiums
[j Mobile Horne Park
[{ School
11 Restaurant
FA Office
vn
3c..am
F-m
of No
gnpartners.com
rM�
)ii,rK? 2(c4);i
2b- Et sold, facilit➢es owned by a (must choose nt?ae)
[] Public Utility (instrucritan C)
j Homeowner Assoc./Developer (Instruction r1)
er Fr
This Project
4.b. NC0024970 . ..�m
Jar Permit No.
5c NC0024970 NC 0024945, NC0024.9 7
Permit 4 of Downstream Sewer (Instru
(y Retail (Stores, shopping cent
atrtution
1ospital
.hunch
Nursing Horne
(specify'):_ ,...
Volume of wastewater to allocated psperanitiecl t
*Doi not include future flows or previously perm
If the permitted flow is zero, indicate why(
11 Pump station, Outfall or 'interceptor Line, where fl will he permittet
Flow has already beenallocated in Per
LI Rehabilitation or repiatement of existing
permit IS required)
uhar project;
att0ns
% Vndusirsa'r (attach
cjescrptian)
(HC}: contact your Regio€ta3 t�1s
Pretreatment staff)
,,,.,...N,..�...�..,._�.�__.—. % Other (specify),"
gallons per day
subsequent permits that
n
rat
s line
expected (see 15A NCAC 02T .0303 try determine if a

Vi
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
value in item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Ithe
Item 8(7). Values other than that in 15A NCAG 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
15 townhome units x 190 gpdfunit = 2,850 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
LengthNew
(feet)
Gravity or Additional
Force Main
8"
187
gravity
p11.
Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
LL!
D
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Z
H
Z
O
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generatorwWATS;
2 - portable generator wIMTS
Force Main Size
Force Main Length
W
Z
0
Station Location ID
(self chosen -
as shown on planslmap
for reference)
QPump
2
O
• LL
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w!ATS;
2 - portable generator wIMTS
Force Main Size
Force Main Length
Z
it
gtPump
Station Location ID (self chosen - as shown on plans/map for reference)
LLI
111
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w!ATS;
2 - portable generator wIMTS
Force Main Size
Force Main Length
i12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
• Yes ® No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to 8,12 please contact the Central Office PERCS Unit)
13. 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 Chapter 2T as
applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT 7WO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA12/07

14 Have the following perxrtits/certrficaticns +een
Wetland/Stream Crossings -- General Permit car 4
Sedimentation and Erosion Control Plan"
Stormwater?
ppr©val for the system or project to be sexed?
Lion? Li Yes J Na Z N/A
Y& r • No L� kN1A
Z Yes J No
CCU N/A
15, Does this project include any high priority limes, [set '15A NCAC 02T 0402 (2)1 involve aerial lines, siphons, or interference
manholes)? T ese lines will bg considered hia priority and must be checked once every six months
Check if Yes: 0 and provide details
Owner/Peiee's Ceti
p, Darryl Avery
and is accurate and con
n: (Signature of Signing Official and Project Name)
attest that this application for Ardsley Court
best of tray knowledge, 1 rrrrderstand that if all reguiired,pa
not completed and that if all rerlrrrled supporting documenta
package is subject to being returned as incomplete Note.
215.6A and 143-215,68, any person who knowingly makes
application shalt be guilty of a Class 2 misdemeanor which
penalties up to $25,000 per vioNation,
been reviewed by me
this application are
bon and attachments are not i:ncluthis application
in accordance with North Carolina General Statutes 143-
anys false statement. representation, or certification in any
may include a fine not to exceed $10 000 as well as civil
1.
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
N TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC, REFER TO 15A NCAC 02T .0305
0
2 Professional Engineer's ;ertifieatirard (Signature of Design Engineer and Project Name)
the best of my knowledge c latror has n all other en by
me and is
anal) Smith attest that this application thr'
accurate complete and ronsistent with the information ita the engineering plans, calculations„ supporting
documentation to the best of my knowledge. l further attest thatto proposed design has
been prepared in accordance with he applicable reguletrons, Gravity Sewer Minimum Design Cnteria for Gravity Sewers
adopted' February 12, 1995 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 other
professionals may have developed certain portions of this submittal package„inclusion of these materials under my
signature and se& signifies that 1 have reviewed this materiel and have judged it to be consistent with the proposed design.,
Note: /n accordance with NC 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 misdemeanor which may include a
fine not to exceed $10.000 as well as civil penalties up to $25,000 per violation_
2a. Briar`r Smith
Professional Engineer Narne
2b, Urban Design Partners _....__ ...
Engineering Firm
2c. 1318 Central Avenue, Suite 6
Mailing Address
2d, Charlotte w ..� ....�
City
2g. 704 334.3303 __._._..5..,2h
Telephone
4.3
2e. NC 2f, 28205
Stale._....__ Zip
2ib rianaur: nd esie3n artners,co
-snail

Central Files: APS SWP_
08/13/08
Vtmber WQ0033315 Permit Tracking Slip
Program Category Status Project Type
Non -discharge 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
2850
Facility
--Facility Name Major/Minor Region
Ardsley Court Minor Mooresville
Location Address County
Mecklenburg
Owner
Facility Contact Affiliation
Owner Name Owner Type
Park South Estates LLC Non -Government
Owner Affiliation
Darrell Avery
PO Box 472888
Charlotte
Dates/Events
NC 28247
Orig Issue App Received
08/14/08 08/05/08
Draft Initiated
Scheduled
Issuance
Public Notice Issue Effective
08/14/08 08/14/08
Regulated Activities Fpuested1Received Events
Subdivision Additional information requested
Wastewater collection Additional information received
Outfall NULL
Expiration
Waterbody Name Stream Index Number Current Class Subbasin

TRANSMITTAL
URBAN
DESIGN
PARTNERS
1318 e-6 central avenue
charlotte, nc 28205
P 704.334.3303
F 704.334.3305
To: NCDENR Date: August 4, 2008
Attn: Debbie Ertel
610 E. Center Avenue
Mooresville, Nc 28115
Phone: [phone]
Fax: [phone]
Transmitted Via:
Project Name: Ardsley Court.
Project No: 07-017
Actin
0 Overnight For Approval
CI Courier © For Your Use
❑ Hand C As Requested
Mail © For Review & Comment
❑ Fax ❑ For Signature
Number
6
Comments
Hi Debbie,
Description
original and 2 c. of shees a, b and c from the FTA
Please find attached the fast track sewer sheets per our discussions last week.
Darryl Avery is the signing offical and the application has been revised to show such.
Let me know if you have any questions or if you need anything else.
Thanks,
Amber Babcock, El
Cc:
NC DENR MRO
DWQ- urf ace Water Prot .ction

TRANSMITTAL
URBAN
DESIGN
PARTNERS
1318 e-6 central avenue
charlotte, nc 28205
P 704.334.3303
F 704.334.3305
To: NCDENR Date: July 23, 2008
Attn: Dee Browder
610 E. Center Avenue
Mooresville, No 28115
Phone: [phone]
Fax: [phone]
Project Name: Ardsley Court
Project. No: 07-017
Transmitted Via:
Action:
❑ Overnight For Approval
❑ Courier For Your Use
Hand ❑ As Requested
Mail ❑ For Review & Comment
❑ Fax U For Signature
Number Date Description
7.10.08 Sewer FTA.
7.11.08 Check #1068 for $480
6.25.08 Flow Acceptance from CMUD and ftse 10/07
Topo Map
HOA 02/03
Comments
Please find attached the above described information. Feel free to call if you have
any questions.
Thanks,
Amber Babcock,, El
amber@urbandesignpartners,com
Cc:
DWQ

TTE
CHARLOTTE: !'& CKLENBURG
UTILETE'S
June 19, 2008
Mr, Brian Smith
Urban Design Partners
1318 Central Avenue
Suite E6
Charlotte, NC 28205
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE.
ARDSLEY COURT
TAX PARCEL# 173-155-01, 02, 03
C-MU TRACKING #600-08-597
In response to your request. a flow acceptance study of the subject site has been completed and the
folh'owintd has been determined_
Charlotte -Mecklenburg Utilities agrees to accept the gravity sewage flow of 2,850 gallons per day (15
townhome units x 190 gpolunit) 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. Please see attached basin map
and flow tracking form.
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 October 2005, (WSMP # 05-01702 & PWS ID # 0160010), on file with the
Public Water Supply Section of NCDENR However, Charlotte -Mecklenburg Utilities cannot guarantee a
constant pressure or quality of flow.
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
Charlotte -Mecklenburg Utilities system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authonzaiion to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. If the apropriate
authorization to construct permits are not obtained and construction has not started within Of (1) year pl
issuance of this flow acce tanpe, this flow acce once approval shall be rescinded and a new flow
acceptance request must be made. If you have any questions, you may contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
New Services Section.
CHARL TTE-MECKLENBURG UTI .tTIES
Customer Service Division • New Sere ice s Section
www.cmutilitiascorn
Brookshire Boulevard
Charlotte, NC 28216
Ph: 7 041399-2221
Fax: [phone]

State of North Carolina
Department of Environment and Natural .Resources
Division of Water Quality
acceptance for Server EE:atension Permit Applications
(FTSE - 10/07)
Project Applicant Name:
Project Name for which f
11r,rV lila17 One / TS'E-1110 % rrnr h '
pomp station e along Incro its' �' S
ing ropes
_n' a r
1_ COMplek this secciran only ou are the 4 yViler t
WWII' Facility Name:
a,
c. ww1"P f rcilit�
d. Estimated obligated flow not-
e. \\ °''"1'P facility's actual a\ g,
¢: Total flow for this spc
Total actual and obligat
h. Percent of"pera rated flow used
h
propose[t r� a.,ti b 'trti r
1..atst pump stations locate
Pump Station Name
wastewater area
rz.tatc
trey ncnt 'plant under.'
estahivshed policies an.d procedures
listed above in Sections I and ➢b' for w
t3 cc'piar1C i this e. aftai t" ti
ng the route of tl
lte project connection point <nld the \V\\ 1 I'
.\ppro.\ ("apaeit ', 'Sf..i1.) Approx. Current Avg.
.
Daily Flow: \}1(l)
)esi
on of''thc
receiving
capacity

01 0I7 frY4sIe1 atirte+
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file://S:A.[)ctails\NC[DOT\topo fikks11JSGS1 po °i1 1284JS(iS"1"opo`1"ilel 8 sid

6912 Park Road South, Charlotte, NC - Google Maps
Page 1 of 1.
Address 6912 Park S Dr Notes Ardsle
Charlotte, NC 28210
http://maps.google.com/maps". q&hl=
n
geocode=&q-6912+Park+Road+South,+Chariot... 7/ 1 /2©08

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