WQ0031382_Regional Office Historical File Pre 2018

,
Michael F. Easley, Governor
William G. Ross Jr'., Secretary
North Carolina Department of Environment and Natural. Re5011tOCS
Alan W.Ktjrnk, R.E. Director
Division of 'Water Quality
March 1, 2007
Mr. John Littlefield, CEO
Mill Creek Apartments, LLC
175 Davidson Hwy
Concord, NC 28027
Subject: Permit No. WQ0031382
Mill Creek Apartments
Wastewater Collection System Extension
C-MU TRACKING #600-06-590
Mecklenburg County, North Carolina
Dear Mr. Littlefield,
In accordance with your application received on February 22, 2007, we are forwarding herewith
Permit No, WQ0031382, dated March 1, 2007 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rescinded, and shall be subject to the conditions and limitations as specified therein, This cover letter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 systemwide 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
§143-2156A 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 Mooresv -, NC 281 1.5 Phone: (70' 663-1699 Fax [phone]
Internet www,nemwaterquality.org Customer Service 1-877-623-048
An Equal Opportunity/Affirmative Action Employer.-- 50% Recycled/10% Post Consumer Paper
cirt
N.pithCarolina
,Aaturally

Prir
Mr. Littlefield
Page 2
March 1, 2007
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 Mill Creek Apartments, LLC for the construction and operation of approximately 385 linear
feet of 8-inch gravity sewer and the discharge of 9,720 gallons per day of collected domestic
wastewater into the Charlotte Mecklenburg Utilities and the Water & Sewer Authority of Cabarrus
County (WSACC) existing sewerage system, pursuant to the application received February 22, 2007,
and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting data
subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the WSACC WWTP
(Rocky River NPDES No. NC0036269) prior to being discharged into the receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
if you need additional information, concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
for Alan W. Klimek,
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Steve Miller, CMU
Philip Edward, Mecklenburg County
Mooresville Regional Office, Collection System Permit File
Jeff Orsborn, Stewart Engineering, Inc.
Surface Water Protection Central Files
Tom Asenzo, PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater -collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not -required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (Le.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 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 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 March, 2007.
ORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0031382
3

Fr
Fast Track Engineering Certification
Permit No. WQ0031382
March 1, 2007
John Littlefield, CEO
Mill Creek Apartments, LLC
175 Davidson Hwy
Concord, NC 28027
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
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of Mill Creek Apartments, 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. Arty
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.

K A.PP.ATiON for GTtAVfft"t SEWERS, PUMP STATIONS, A f FORCE MAINS
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
wryer:
ill Creek Apartments, LLC
Full Legal Name (company, municipality, HOA, utility, e
b. John L..4_... _.......... ...__.
ittlefield, CEO _
Signing Official Name and Title (Please review 15A NCAG 2H .0206(b) for auttr� tf )
c. The legal entity who will own this system is
individual j Federal ® Municipality [j State/County Private Partner ship f C orpotation Other speci y). LLC
d. 175 Davidson Hwy 1 e, Concord
ss City
Mailing Addre ..� .
f. North Carolina ?1g. 28027
Application Number:
(to be completed by DWQ
PAGE 3
State Zip Code
*littlefield
E-mail
704-786-5254
i1 h. 704-786-6181
Telephone
2Pro fect (F_ acrlity) inf©rn°ration:
A _ ..m_._p .. _...
2a. Mill Creek Apartments
Brief Project Name (permit will refer to this name
3, Contact Person:
im Donahoe _
Name and Affil atlran of Someone Who Can Answer Questions Abut this Application
3b. 704 334-7925 c jd©nahoee mart-eng corn
PhoneNumber Email.
'1. Project is New ❑ Modification (of an existing permit) If Modification, Permit No.:
zed signing o icials!
davidd e.co
b. Mecklenburg
County Where Project is Located
Facsimile
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line sizetlength, etc.). Only include the modified information in this permit application do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2Public (skip to Item 8(3))Private (go
. Owner is © Public Private to Item 2(a))
private, applicant will be: 2b. if sold, facilities owned
by a {must choose
one)
)
( Retaining Ownership (Le_ store, church, single office, etc.))
Q Leasing units (lots. townhomes, etc. - skip to item 8(3))
0 Selling units (lots, townhomes, etc. - go to item B(2b))
Charlotte-Mecklenbur Utilities
© Public Utility (Instruction III)
j� Homeowner Assoc./Developer (Instruction IV)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
__
aRocky River b. NC0036269 _ __.. _w
Name of WWTF WWTF Permit No.
UD b 8°' ►e Gravity
Owner
c N/A
` ner of Downstream Sewer Receiving Sewer Size 0 Force Main Permit Number of Dr wnstreart° Sewer (if known
�_that apply): �_
The origin of this wastewater is (check al
[�Residential Subdivision
►.Apartments/Condominiums
Mobile Home Park
School
Restaurant
[ Oifrce
Car Wash
E] Institution
O Hospital
© Church
© Nursing Home
[ Other (specify):
100 % Domestic/Commercial
Industrial
% Other (specify).
Volume of wastewater
to be allocated for this particular project: g,720 gallons per day
*Do not include previously permitted allocations
If the permitted flow is zero, indicate why:
D interceptor Line - Flow will be permitted in subsequent permits that connect to this line
• Flow has already been allocated in Permit No,
O Rehabilitation or replacement of existing sewer with no new flow expected
PTA 02/03 - Rev, 3 04105

ICATION for GRAVITY SEWERS, PUMP STATIONS,
FORCE MAINS PAGE 4
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) 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 supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
9,720 gpd (72 residential apa
5 gpd w/4" pool drain
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
ENTER TOTALL LINE LENGTH IN M#LESS
Length (feet)
385
Gravity or Force Main
use the pull down menu
Gravity
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
.._ Location ID ..� Power Reliability Option
self chosen as shown on Design Flow h Operational Point ('t- dual line feed; 2- permanent generator w/ATS; 3-
lans for cross-referenced AMGDI1 J_ GPM @ TDH portable generator witelemetry; 4-wet well storage)
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
Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? D Yes 0 No N/A
Sedimentation and Erosion Control Plan? ►'.1 Yes © No © N/A
Stormwater? Yes © No 0 N/A
Does this project involve aerial lines or siphons? Check if yes1
e_l nes_will_tre_ onsid.eredhi.allarivr tuana.mustixstle. ised.aa e. even
15. Does this project have gravity sewer lines designed at minimum slopes? 0
Be aware that the Division will not accept installed lines more than 1 t0% Haller than the minimum Mope_ Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification.,
FTA 02/03 - Rev. 3 04/05

APPLICATIONCK for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary), This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody: AND,
A Stream 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.
1
self chosen - as shown on Name of Waterbody Stream
Location ID on Map
map for cross-reference) Waterbody County River Basin Index
Waterbody
Classification
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
App nt's Certification:
1, John Littlefield attest that this application for Mill Creek Apartments 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 comp/bled 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 CIa 2 misdemeanor hich may inclu e a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
viola
Signing Off"
Professional -ers Certification:
Date
I attest that this application for Jeffery Orsborn, P.E 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
hfinimurn 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 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,
. Jeff Orsborn, PE
Professional Engineer Name
2b, Stewart Engineering, Inc.
Engineenng Firm
2c, 200 South College Street, Suite 720
Mailing Address
2.11. Charlotte12e. NC 2f, 28202
City 1 State I Zip
g. 704-334-7925 2h. 704-334-7926 j2i, iorsborn e rt-eng,com
Telephone Facsimile E-mail Seal, Signatur
_i
FTA 02/03 - Rev, 3 04/05

VI
Central Files: APS SWP
02/28/07
ermt Number WQ0031382 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Fast Track Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A
Extensions
Primary Reviewer
dee.browder
Permitted Flow
9720
Facility
Facility Name
Mill Creek Apartments
Location Address
Owner
Permit Classification
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Mill Creek Apartments LLC Non -Government
Dates/Events
Orig Issue App Received Draft Initiated
03/01/07 02/22/07
Regulated Activities
Apartment complex
Condominium
Wastewater collection
Outfall NULL
Scheduled
Issuance
Owner Affiliation
John Littlefield
175 Davidson Hwy
Concord
NC 28027
Public Notice Issue Effective Expiration
03/01/07 03/01/07
Reauested/Received Events
Additional Information requested
Additional information received
Waterbody Name Stream Index Number
Current Class Subbasin

111
CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
October 2, 2006
Mr. Jim Donahoe
GNA Design Associates
428 E. Fourth Street
Suite 408
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
MILL POND @ CAROLINA LILY LANE
TAX PARCEL # 029-191-06
C-MU TRACKING # 600-06-590
Dear Mr. Donahoe:
In response to your application for flow acceptance, a 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. 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 9,720 gpd (72 residential apartments x 135 gpd with a 4" inch
pool drain) from this project for transmission to the Rocky River Wastewater Treatment Plant; NPDES
permit number NC0036269, located in Cabarrus County, for treatment. This acceptance of flow is based
on the existing capacity of the designated publicly owned treatments works; which is contingent upon final
acceptance and issuance of a discharge permit from the appropriate local, State, or Federal Agency,
whichever might have control.
Upon completion and acceptance of all necessary water mains, Charlotte -Mecklenburg Utilities agrees to
furnish water to the subject project. The water quality to the subject project is regulated by the State
Drinking Water Act Amendments of 1986 and The Water Supply Management Plan, dated January 2000,
(WSMP # 00-00251 & PWS ID # 0160010) on file with the Public Water Supply Section of NCDENR.
However, C-MU cannot guarantee a constant pressure or quality of flow. This agreement is also
contingent upon approval by the Division of Environment, Health, and Natural Resources.
Charlotte -Mecklenburg Utilities does not expect any of the above conditions preclude water or sewer
service to the subject site. However, the applicant should understand that due to the involvement of other
agencies and continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved. Connection to the C-MU system is accepted on a first come,
first served basis.
Thank you for your interest Charlotte -Mecklenburg Utilities. If you have any questions, please do not
hesitate to contact me at [phone].
Sincerely,
RLOTTE-MECKLENBURG UTILITIES
p • has
Customer Service Division, New Service Section
CHARLOTTE-MECKLENBURG UTILITIES
New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

WSACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
October 10, 2106
Mr. Steve Miller
New Services Section Manager
Charlotte -Mecklenburg Utilities
5100 Brookshire Blvd.
Charlotte, NC 28216
Subject: Flow Acceptance
Sanitary Sewer to Serve Mill Pond — Carolina. Lily Lane
CMUD Job Number 600-06-590
Dear Mr. Miller:
Office: 232 Davidson Hwy,
Carl ord NC 28027
Mail ro: RC). Box 428
Concord, NC 28026-0428
Phon ".' 70.4,786,1 +7F
Fax; 704,795,1564
This is in response to the C.ity's request for flow acceptance received 10/4/06.
The Water. and Sewer Authority of Cabarrus County (WSACC) has or currently expects
to be able to make available capacity at the Rocky River Wastewater Treatment Plant and
appropriate sewer interceptors to transport and treat the domestic wastewater from the
proposed 72 unit residential apartment complex noted above. WSACC agrees to accept
9,720 gpd of wastewater.
For your infornlatiort, WSACC has approved 2,320,961 gpd of flow accetance
for Charlotte -Mecklenburg -Utilities from 1992 to present and 83,505 gpd of flow
acceptance year-to-date including this request..
Please note that if construction of this project is not started within two (2) years of
the date of this approval, the approval is rescinded and a second request and approval will
be required. Please notify WSACC in w `Citing when construction of this project is
initiated.
If you have any questions, please call me at 704-786-1783, :Wd-
Sincerely,
Thomas A. Bach, P,.E,
Utility Systems Engineer
cc: WSACC Engineering/Operations Staff
Philip Johnson/CM-..

Charlotte -Mecklenburg Utilites
WWTP Service Areas with Basins

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Corporation Names
Name Name Type
NC Mill Creek Apartments, LLC Legal
Limited Liability Company Information
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Status:
Date Formed:
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State of Inc.:
Duration:
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0851280
Current -Active
6/14/2006
Domestic
NC
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Registered Office Address:
Registered Mailing Address:
Principal Office Address:.
Principal Mailing Address:
Littlefield, John Edward
175 Davidson Highway
Concord NC 28027
175 Davidson Highway
Concord NC 28027
175 Davidson Highway
Concord NC 28027
175 Davidson Highway
Concord NC 28027
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