WQ0021813_Regional Office Historical File Pre 2018 (3)

pcW AE Michael F. Easley, Govemor
PG _ William G. Ross Jr., Secretary
7 North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
September 7, 2004
Mr. William Cook, President
Continental Communities/ Charlotte, LLC
150 East Broad Street, Suite 200
Columbus, Ohio 43215
Subject: Permit No. WQ0021813 Modification
Continental Communities/ Charlotte, LLC
Atkins Circle
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Cook:
In accordance with your application received on August 23, 2004, we are forwarding herewith
Permit No. WQ0021813, dated September 7, 2004, to Continental Communities/ Charlotte, 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effective from the date of issuance until rescinded, shall void Permit No. WQ0021813 issued April 21,
2004, 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. The modification
includes the addition of 6 apartment units and a flow increase of 810 gallons per day.
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. Also note Permit Condition 12
regarding the variance for the proximity of gravity sewer to water main.
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.
NCOENR
Mooresville Regional Office Internet http://h2o.enr.state.nc.us/
919 N. Main Street, Mooresville, NC 28115 Telephone [phone] .Fax [phone]
DENR Customer Service Center Telephone [phone]

Mr. William Cook
Page 2
September 7, 2004
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 Continental Communities/ Charlotte, LLC for the discharge of 810 gallons per day of
collected domestic wastewater (to serve 6 apartment units, with no additional line length, as part of the
Atkins Circle project) into the Charlotte Mecklenburg Utilities' existing sewerage system, pursuant to the
application received August 23, 2004; and the continued construction and operation of approximately
1,500 linear feet of 6-inch gravity sewer and 4,990 linear feet of 8-inch gravity sewer; an 87-gallon per
minute pump station with duplex pumps, on -site audible and visual high water alarms, and a portable
generator receptacle with telemetry; and approximately 1,705 linear feet of 4-inch force main to serve
562 apartment units as part of the Atkins Circle project; and the discharge of 75,870 gallons per day of
collected domestic wastewater into Charlotte Mecklenburg Utilities' existing sewerage system, pursuant
to the application received April 21, 2004, and all 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' McAlpine Creek WVVTP (NPDES No. NC0024970) prior to being discharged into
the receiving stream.
This permit shall become voidable unless the agreement between Continental Communities/
Charlotte, LLC and Charlotte Mecklenburg Utilities for the collection and final treatment of wastewater is
in full force and effect.
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 150E 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 Sonja Williams at (704)
663-1699.
Sincerely,
for Alan W. Klimek, P.E.
cc: Mecklenburg County Health Department
Mecklenburg County Water Quality Program
Mooresville Regional Office, Water Quality Section (W VTF Permit No. NC0024970)
Jeffery Orsborn, GNA Design Associates, Inc.
Water Quality Central Files
NDPU Files

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
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sew.er 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 §143-215.1C.
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. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with 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 Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to NCDENR/ Water Quality, 919
North Main Street, Mooresville, NC 28115.
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 28 .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 213 .0200 and 15A NCAC 2H .0500.
2

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.
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 (919) 733-
3300. 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.
12. A variance to 15A NCAC 2H .0219(i)(2)(ii) and the Gravity Sewer Minimum Design Criteria to allow
for the installation of a gravity sewer line within the less than required 10-foot horizontal separation
from the proposed water line. The sewer line shall be installed with a minimum vertical separation
of 18 inches, with water over sewer.
Permit issued this the 7th day of September, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, ., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0021813
3

Fast Track Engineering Certification
Permit No. WQ0021813 Modification
September 7, 2004
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 fines) 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
1, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the Atkins Circle,
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
919 N. MAIN STREET
MOORESVILLE NC 28115
ATTENTION: DEE BROWDER
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.

0
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0
2
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I AST TRAC1 APPI_IC A'TioN far GR,,V'ITY SEWERS. PUMP STATIONS, AND FORCE MAINS
USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI Application Number
(ic be completed by DWQI
1„ lOvvner
ta. Continental Communities/Charlotte*
Ful6 Legal Name (company, municipality, HOA, uti �lity, etc,)
ib.
William H. Cook
0 Signing Official Name and Title (Please review
lc. The legal entity who will own this system is:
0 Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership Ej Corpo
ld, 150 E. Broad Street, Suite 200 ie Columbus
Street Address
Oh io
State
lh, 614/228-1362
Telephone
2. Project (Facility) Information,
2a. Atkins Circle
Facsimile
Brief Project Name (permit will refer to this name)
Contact Person:
Jeff Orsborn, Project Manager
City
ig 43215
Zip Code
....._ ......
24. Mecklenburg
County Where Project i
Name and Affiliation of Someone Who Can Answer Questions About this Application
30, 704/373-1907
Phone Number
1 Project is 0 New
odification (of an existing permit)
3c, ,j orsborn@gnades
'zed signing officialsl)
n L J he
gn. com
Email
If Modification Permit No.: WQOO2 1813
PAGE 3
specify):
For modifications, attach a separate sheet clearly explaining the reason for the 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(10-11) that has already been included in the original permit.
2, Owner is ❑ Public (skip to Item 8(3)) Private (go to ltem 2(a))
2a, If private, applicant will be: 2b. It sold, facilities owned by a (must otitose
❑ Retaining Ownership (i.e. store, church, single office, etc,) or
Leasing units (lots, townhomes, etc. - skip to Item 8(3))
0 Selling units (lots, townhomes, etc, - go to Item B(2b))
CharlottemmWecklen urg LL
Owner of Wastewater Treatment F
4a, McAlpine Creek WWTF
Name of WWTF
5a, CMUD'
_. 1,C1'iflD)
TF) Treating Wastewater From This Project
44, f,IC0024970
.w���.
❑ Public Utility (Instruction III)
❑ Homeowner Assoc./Developer (Instruction IV)
8 7-
Owner of Downstream Sewer ! Receiving Sewer Size
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision ❑ Car Wash
Sa Apartments/Condominiums ❑ Institution
❑ Mobile Horne Park 0 Hospital
0 School ❑ Church
❑ Restaurant ❑ Nursing Home
0 Office 0 Other (specify)„
WWTF Permit No.
Permit Number mof Downstream Sewer (if known)
7. Volume of wastewater to be ppirrst(ted in this project: 810 gallons per day
B. if the permitted flow is zero, indicate why.
0 Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
% Domestic/Commercial
% Industrial
Other (specify):
FTA 02/03 - Rev, 20404

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
25'
LU
9.
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(I)(3).
6 NT Units x 135 gpd = 810 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
- • -
Size (inches)
Gravity or Force Main
Length (feet)
(use the pull down menu)
• . _
r-
'• ^
Z ENTER TOTAL LINE LENGTH IN MILES I
0 I
/— 11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
<
Location ID
i
i i
, Power Reliability Option
CC (self chosen - as shown on - Design Flow Operational Point I (1- dual line feed; 2- permanent generator w/ATS; 3-
0 • plans for cross-reference ll (MGD) GPM @ TDH _portable gsherator wIteleme_tly14-wet well_storaget
. LL 1 •
I i
• Z 1 1 I
-- i
11.1
CL
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
- • 1 D Yes E No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
• _1 variance is requested:
variance previously approved in permit WQ0021813
'sUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
113. Have the following permits/certifications been submitted for approval?
•
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes 0 No NIA
Sedimentation and Erosion Control Plan?
Stormwater?
E Yes DNo 0 N/A
El Yes CI No 0 N/A
FTA 02/03 - Rev. 2 04/04

'FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1 Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(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
} Z regional office (see instructions for addresses) OR indicate the following:
! O
•
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND
,U i ❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
LL I option for any pump station near a Class C down slope waterbody.
Location ID on Map
L!) (self chosen - as shown on ' Name of
Q•; map for cross-reference) Waterbody County
_ P rev ously_Provide d
See attached WSCA 10/99
Waterbody Stream Waterbody
River Basin l Index Classification
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
f. SIGNING OFFICIAL NAME, attest that this application for PROJECT NAME
has been reviewed by me and is accurate and complete to the best of my knowledge. l understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: in accordance with North Carolina
General Statutes 143-215.6A and 143-215.68, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as civil p_enalties up S25, 000 per violation.
Sign ••'''Signature
2. Professional Engineer's Certification:
1 attest that this application for has been reviewed by me and is accurate, complete
and consistent with the information in the engineering plans, calculations, and all other supporting documentation to the
best of my knowledge. i further attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal
signifies that i have reviewed this material and have judged it to be consistent with the proposed design. Note: In
accordance with NC General Statutes 143-215.6A and 143-215.6B, 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. ,Jeffery r._ flrsliorn
Professional Engineer Name
2b. GNA Design A_ss_o__ciates , Irtc
Engineering Firm
c 428 E. Fourth.Street, Suite 408
Address
—Marlon e --
2d. 2e. NC_._. ,2f. 28202_._.._..
City State I Zip
2g. 704/373-1Q0.7 2h. 704/358-0766 '21. 1 Qrsborn@gnadesi gn 0.6m
1 Telephone i Facsimile - E-mail
CAR
i',J;i fie' .ti
•
•
cL
lC.�1(��! g'oy
Seal, Signature & Date
FTA 02/03 - Rev. 2 04/04

09/03/04
Permit Number WQ0021813
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sonja.williams
Pertnitted Flow
810
Facility
Permit Tracking Slip
Status Project Type
In review Major modification
Version
Permit Classification
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Atkins Circle Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name Owner Type
Continental Communities/Charlotte LCC Non-Govemment
Owner Affiliation
William Cook
150 E Broad St
Columbus
Dates/Events
OH 43215
Scheduled
Orig Issue App Received Draft Initiated Issuance
10/14/02 08/23/04
Public Notice Issue
q f7 Jo4
Regulated Activities Requested/Received Events
Apartment complex
Wastewater collection
Outfal! NULL
Effective Expiration
Additional information requested
Additional information received
Waterbody Name Stream Index Number
Current Class
Subbasin

August 18, 2004
N,C.D.E.N.R,
Non -Discharge Permit.
919 N Main Street
Mooresville, NC 28301
'ng Unit
Re: Explanation of Modification to Permit WQ0021813
Atkins Circle
To Whom It May Concern:
I previously permitted the above referenced project in October 2002 and
subsequently revised the permit in April 2004. The project is nearing
completion, and the developer has made an additional revision to add a few
more multi -family units. With this submittal, I request the above permit be
modified to allow for the additional discharge of 810 gpd (6 units x 135 gpd)
for a total discharge of 76,680 gpd (568 units x 135 gpd).
Please find enclosed two application forms, two revised flow acceptance
letters from Charlotte -Mecklenburg Utilities Department, and the required
application fee. If any further information is required, please don't hesitate
to contact me.
Sincerely,
GNA SJN ASSOCIATES, INC.
JeferC. Orsborn, PE
Project Manager
JCO/It
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CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
August 18, 2004
Mr. Jeffery Orsborn
GNA Design Associates, Inc.
428 East Fourth Street
Suite 408
Charlotte, NC 28202
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
ATKINS CIRCLE APARTMENTS
TAX PARCEL# 223.231-40, 223-23141, 223-231-03
C-MU# 600-04-511
Dear Mr. Orsborn:
in response to your request, a flow acceptance study of the subject site has been completed and it has
been determined that the discharge from this project does not transmit through areas of SSO concern by
the NCDENR, Division of Water Quality. Please see attached map.
Upon completion and acceptance of all necessary sewer lines, Charlotte -Mecklenburg Utilities (C-MU)
agrees to accept the sewage flow of 76,680 gallons per day (568 units x 135 gpd/unit with 4-inch pool
connection) from this project for transmission to the McAlpine Creek Wastewater Treatment Plant;
NPDES permit number NC0024970, for treatment. This acceptance of flow is based on the existing
capacity of the designated publicly owned treatments works; which is contingent upon final acceptance
and issuance of a discharge permit from the appropriate local, State, or Federal Agency, whichever might
have control.
Upon completion and acceptance of all necessary water mains, C-MU agrees to furnish water to the
subject project. The water quality to the subject project is regulated by the State Drinking Water Act
Amendments of 1986 and The Water Supply Management Plan, dated January 2009, (WSMP # 00-
©0251 & PWS ID # 0160010), on file with the Public Water Supply Section of NCDENR. However, C-MU
cannot guarantee a constant pressure or quality of flow. This agreement is also contingent upon approval
by the Division of Environment, Health, and Natural Resources,
C-MU does not expect any of the above conditions preclude water or sewer service to the subject site.
However, the applicant should understand that due to the involvement of other agencies and continuing
growth of the water and sewer system, the ability to provide service for future projects cannot be
guaranteed nor reserved. Connection to the C-MU system is accepted on a first come, first served basis.
If you have any questions, please contact me at [phone].
Sincerely,
CHARLOTTE-MECKLENBURG UTILITIES
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITIES
Engineering Division • New Services Section
www,cmutilities.c©rn
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

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®Mount
and Basin
�1Lan Creek Basin
©Id Dowd RoadlPaw Creek Basin
MIPlott Road Area
DLansbury Court Area.
erArko
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SITE
CMU# 60004-511