WQ0030415_Regional Office Historical File Pre 2018

6
Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 22, 2006
Mr. Chris Azar, President
Video Stop Distributing, Inc.
5523 Orr Road
Monroe, NC 28110
Subject: Permit No. WQ0030415
Arbor Creek Townhouses
Video Stop Distributing, Inc.
Wastewater Collection System Extension
C-MU TRACKING #600-06-539
Mecklenburg County, North Carolina
Dear Mr. Azar:
In accordance with your application received on June 7, 2006, we are forwarding herewith
Permit No. WQ0030415, dated June 22, 2006, to Video Stop Distributing, Inc. for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
. Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application. It shall be
the Permittee's responsibility to ensure that the as -constructed project meets the appropriate design
criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General
Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
No Carolina
tarally
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
r _

VW. Azar
Page 2
June 22, 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 Video Stop Distributing, Inc. for the construction and operation of approximately 305 linear
feet of 6-inch gravity sewer as part of the Arbor Creek Townhouses project, and the discharge of 2,280
gallons per day of collected domestic wastewater into the Charlotte Mecklenburg Utilities existing
sewerage system, pursuant to the application received June 7, 2006, and in conformity with 15A NCAC
2H .0200; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting data subsequently filed and
approved by the Department of Environment and,Natural Resources and considered a part of this
permit.
The sewage and wastewater collected by this system shall be treated in the 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.
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
Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0024970)
Matthew G. Velkovich, design Resources Group
Surface Water Protection Central Files
Marie Doklovic, 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 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
perrnit-is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed 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 2H .0220, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 26 .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or 'electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part 11 of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 22nd day of June, 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 WQ0030415
3

Fast Track Engineering Certification
Video Stop Distributing, Inc.
Permit No. WQ0030415
June 22, 2006
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 oh 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
1, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (111 periodically, ❑ weekly, ❑ full time) the construction of Arbor Creek Townhouses,
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 2H .0200; the Division of Water Quality's (Division)
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
_610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

STATE OF NORTH CA IRIOL1NA+ -
P.GK !e-n hi...
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this day of
a 0 0 (p , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Vi d co S+o p P i51 .7ii c 16 i r i 5 1)24,r , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
COUNTY OF
Permit No.
1. The DEVELOPER is the owner of the certain lands lying in /4 Ec jen biA3 County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as /4g !3D j!Ck'EEK -rDWMJt/0i6E5 (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the (Enter Proposed Unit Owners' Association) (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. 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 DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct 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 DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and,the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER 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
DEVELOPER's successor.
FORM: DFV 02/03 Page 1 of 2

4. The DEVELOPER 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.
5. The DEVELOPER 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 funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund 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 provide that such special assessments can be made as
necessary at any time.
7. 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 governmentshall hereinafter become
available to serve the Development, the DEVELOPER 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.
8. 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 DEVELOPER 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.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. 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 named below:
FOR THE ENVIRONMENTAL
NAGEMENT COMMISSION
Afan W. Klime E., Director
ater Quality
Voiled Sfv ?` OI I
Name of DEVELOPFI
Print Name and. Title
(`is Azar
FORM: DEN/ 02/0 i
f2

FAST -TRACK APP
ATION for GRAVITY SEWERS T"�T" S fATIONS, AND FORCE
Application Number.
(to be completed by DWQ)
1. Owner: Mr. Chris Azar
la. Video Stop Distributing, inc. DBA Chris Azar 1 Union
Full Legal Name (company, municipality, HOA, ut
• 1b. Mr. Chris Azar / President -Owner
Signing Official Name and Title (Please review 15A NCAC 2H .02i(b) for authorized signing
lc. The legal entity who will own this system is:
ICt 0 Individual 0 Federal X Municipality 0 State/County © Private Partnership 0 Corporation 0 Other (s
© ld. 5523 Orr Road
U.
Mailing Address
1f. North Carolina
State
• 1 by 704/283-3031
QTelephone Facsimile
U 2. Project (Facility) information:
J 2a. ARBOR CREEK TOWNHOUSES
Brief Project Name (permit will refer to this name)
0.
< 3. Contact Person: same as above
• 3a.
NFORMATION
704/288-243
le. Monroe
City
lg. 28110
JUN 0 7 2OQi
Zip Code
1j. [e-mail]
E-mail
2b. Mecklenburg
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 3c.
Phone Number
E-mail
1, Project is X New 0 Modifcation (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for ttre modification (i.e, adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-41) that has already been included in the original permit.
2. Owner is 0 Public (skip to Item 8(3)) X Private (go to item 2(a))
2a. If private, applicant will he:
O Retaining Ownership (Le. store, church, single office, etc.) or
O Leasing units (lots, townhomes, etc, - skip to Item 8(3))
X Selling units (lots, townhomes, etc. - go to Item B(2b))
3. City of Charlotte
2b. If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction III)
Homeowner Assoc./Developer (instruction iV)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. McAlpine Creek
Name of WWTF
5a. City of Charlotte 5b. 8" X Gravity 5c,
Owner of Downstream Sewer Receiving Sewer Size 0 Force Main
6. The origin of this wastewater is (check all that apply):
X Residential Subdivision
0 Apartments/Condorniniums
O Mobile Home Park
O School
O Restaurant
O Office
0 Car Wash
O Institution
O Hospital
0 Church
0 Nursing Home
0 Other (specify):
7. Volume of wastewater to be allocated for this particular project:
`Do not include previously permitted allocations
4b.
WWTF Permit No.
Permit Number of Downstream Sewer (if known)
0,i
gallons per day
go a.r e, /`
10Q % Domestic/Commercial
% industrial
% Other (specify):
If the permitted flow is zero, indicate why:
O Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
O Flow has already been allocated in Permit No.
O Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
NFORMATION (CONTINUED)
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
_0219(1) for Item 13(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 supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3). 0,1A g+aTG' ATE /?a&Jail/6 .
•
pgal/unit-day ` 12 units . 0 ga!lday-
qO aJM/!i X )2 zzpol-//jP/3
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
6
Gravity or Force Main
(use the pull down menu)
305 Gravity
ENTER TOTAL LINE LENGTH IN MILES 0
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary) NA
Location [D Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator wlATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)
H
M12. 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?
W X Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
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? ❑ Yes ❑ No X N/A
Sedimentation and Erosion Control Plan? X Yes ❑ No ❑ NIA
Stormwater? X Yes ❑ No ❑ N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These lines will be considered high oriority and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

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Central Files: APS SWP
06/21/06
Permit Number WQ0030415 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A
Extensions
Primary Reviewer
dee.browder
Permitted Flow
2280
Facility
Facility Name
Arbor Creek Townhomes
Location Address
Owner
Permit Classification
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Video Stop Distributing Inc
Dates/Events
Non -Government
Owner Affiliation
Chris Azar, Pres
5523 Orr Rd
Monroe
NC 28110
Scheduled
Orig Issue App Received Draft Initiated Issuance
06/07/06
Public Notice Issue
Effective Expiration
Regulated Activities Re. uestedlReceived Events
Subdivision
Wastewater collection
Outfall NULL
Additional information requested
Additional information received
Waterbody Name
Stream Index Number Current Class Subbasin

CHARLOTTE
CHARLOTTE-MECKLENBURG
UTILITIES
June 2, 2006
Mr. Chris Azar
V.S.D., Incorporated/Union Construction
5523 Orr Road
Monroe, NC 28110
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
ARBOR CREEK TOWNHOUSES
TAX PARCEL #171-224-16
C-MU PROJECT# 600-06-539
Dear Mr. Azar:
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 agrees to
accept the net gravity sewage flow of 2,280 gallons per day (12 residential units x 190 gpd/unit) 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 to serve the subject site, 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. This agreement is also contingent upon approval by the Division of
Environment, Health, and Natural Resources.
Charlotte -Mecklenburg Utilities does not expect any of the above conditions preclude water or sewer
service to the subject site. However, the applicant should understand that due to the involvement of other
agencies and continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved, Connection to the Charlotte -Mecklenburg Utilities system is
accepted on a first come, first served basis. If you have any questions, you may contact me at (704) 391-
5129.
Sincerely,
CHARLOTTE-MECKLENBURG UT TIES
rbara 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]

Lapentl:
ountain Island Basin
Long Creek Basin
©Old Dowd Road/Paw Creek Basin
11.1Piott Road Area
ULansbury Court Area
SITE
CMU# 600-06-539

�PAot ntalft Island Basin
Long Creek Basin
(=Qld Dowd Road/Paw Creek Bas
mu Plett Road Area
pLansbury Court Area
Wilsenn
Rinds
SITE
CMU# 600-06-539

35*67"30'.= '3CJ.ry €p C v E tr
Mapped, ed'uted, and published by the Geo ogica4 Survey
Control by USGS, NOS/NOAA, and North Carolina Geodetic Survey
Topography by photogramrnetric methods from aeria4
photographs taken 1965. trleld checked 1967
Supersedes ptanimetric map dated 1948
Polyconic projection
tAtctOM
CONTOUR IN"
NATIONAL GEODETIC

f.'
North Carolina
Elaine F Marshall
Secretary
Click here to:
Name Name Type
Video Stop Distributing, Legal
Inc.
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
Class Shares
COMMON 100000
0269411
Current -Active
5/22/1990
Domestic
NC
Perpetual
5523 Orr Road
Monroe NI; 28/10
5523 Orr Road
Monroe NC 28110
No Address
5523 Orr Rd.
Monroe NC 28220
No Par Value
For questions or comments about the North Carolina Secretary of States web site, please send e-mail to
Par Value
1

CITY OF CHARLOTTE
rag � ),4.7") PERMIT RECEIPT
Page 1of1
RECEIPT NUMBER: - 06-12844
APN:
Date Issued:
Permit:
Project Description:
Site Address:
Subdivision:
City:
Owner:
17122416
02-MAY-2006
URS 2005219
Arbor CreekTownhomes
0 Archdale Dr
Charlotte, Nc 0000000000
Chris Azar
5523 Orr Road
Monroe, NC 28110
704-283-3031 E-mail:
Fee f nrip
Descri ntloq
E-GRADING Grading - City Engineering
E-TREPRES Tree Preservation
Payment Code
CHECK
Descrintinq
#1142-Union Construction
Totals:
Paid to Date
$0.00
$0.00
$0.00
Change:
Balance:
This Receiat
$570.00
$300.00
$870.00
Arramjit
$870.00
$0.00
$0.00