WQ0023919_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
May 19, 2004
Mr. Roger Lewis, Vice President -Development Manager
Arbor Glen III, LLC
227 West Trade Street, Suite 800
Charlotte, North Carolina 28202
Subject: Permit No. WQ0023919
Arbor Glen III, LLC
Arbor Glen III
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Lewis,
In accordance with your application received on May 5, 2004, we are forwarding herewith
Permit No. WQ0023919, dated May 19, 2004, to Arbor Glen III, LLC for the construction and operation
of the subject wastewater collection system extension. This pemiit 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issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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.
Mooresville Regional Office
919 N. Main Street, Mooresville, NC 28115
Internet http://h2o.enr.state.nc.us/
Telephone [phone] Fax [phone]
DENR Customer Service Center
Telephone [phone]

Mr. Roger Lewis
Page 2
May 19, 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 Arbor Glen 111, LLC for the construction and operation of approximately 175 linear feet of 6-
inch gravity sewer and approximately 191 linear feet of 8-inch gravity sewer to serve 23 apartment units
as part of the Arbor Glen 111 project, and the discharge of 3,105 gallons per day of collected domestic
wastewater into Charlotte Mecklenburg Utilities' Irwin Creek WWTP (NPDES No. NC0024945) existing
sewerage system, pursuant to the application received May 5, 2004, 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.
This permit shall become voidable unless the agreement between Arbor Glen 111, LLC and
Charlotte Mecklenburg Utilities for 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 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 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 (WWTF Permit No. NC0024945)
Sean Calloway, Turnbull Sigmon Design
Water Quality Central Fifes
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 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 §143-215.1C.
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 the Department of Environment
and Natural Resources, Division of Water Quality, 919 North Main Street, Mooresville, N.C. 28115.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the rife
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 Pemlittee 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.
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 fine 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.
Permit issued this the 19th day of May, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
AD, r2-<-
for Alan W. Klimek, P. ., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0023919
3

Fast Track Engineering Certification
Permit No. WQ0023919 •
May 19, 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 lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I, , 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 Arbor Glen III,
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
WATER QUALITY
MOORESVILLE REGIONAL OFFICE
919 N. MAIN STREET
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,

ST-TRACK APPL,ICATI N for C
A
TV SEWERS, I'll
"TTIONS, ANI) FORCE MAINS PACE 3
1.
1a.
USE THE TAB KEY TO MOVE FROM HELD
Owner.
Arbor Glen III, LLC_
Full Legal Name (company, mun
0 1=1ELD!
ipadity, HOA, utility, etc.)
Application Number: ! q
(to be completed by DWQ) A / 7 3cl J d
lb. Mr. Roger Lewis, V,.P - Development Manger
O Signing Official Name and Title (Please review 15A NCAC 2H .020
lc, The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality El State/County ❑ Private Partnership Z Corporation ❑ Other (specify):
d id, 227 West Trade St, Suite 800
LL Street Address
Z
Z
O 1h. :(Z94) 529-6098
Telephone
(�j 2. Project (Facility) Inforraiatior
2a, Arbor Glen III
Brief Project Name (permit will
3e Contact Person:
z
0
0
Il.
Z
m
3a.
(b) for authorized signing officials!)
1e. Charlotte
City
1f, N.C. 1.g. 28202
State Zip Code
,(704) 525- 562
Facsimile
o this name)
le wis crosiand.corn
E-mail
2b. Mecklenburg
County Where Project is Located
oway, PE, Principal Sean T. Call
_._
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b, 1764) 529-6500
Phone Number
1. Project is La New ❑ Modificat
3c. scalloway@turnbullsirgt'nan.com
E-mail
f an existing perm
t) if Modification, Permit No,:
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 B(3)) Z Private (go to Item 2(a))
2a, If private, applicant will be:
Retaining Ownership (i.e. store, church, single office, etc.) or
Leasing units (lots, townhomes, etc. - skip to Item 8(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3„ Charlotte Mecklenburg Utilities
Owner of Wastewater Treatment Facility ('\
4a. Irwin Creek Wastewater Treatment Plant
Name of WVVfF
5a. Charlotte Mecklenburg Utilities 5b, 8 inch 5
Owner of Downstream Sewer
Receiving Sewer Size
6, The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
A adg1EAIs/Condominiums
El Mobile Home Park
❑ School
• Restaurant
❑ Office
2b. If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction III)
© Homeowner Assoc./Developer (instruction IV)
F) Treating Wastewater From This Project
4b. NC0024945
VWVTF Permit No.
Permit Number of Downstream Sewer (if known)
❑ Car Wash
Institution
Hospital
{❑ Church
❑ Nursing Home
O Other (specify):
1t3t?' Domestic/Commercial
% Industrial
% Other (specify):
7. Volume of wastewater to be Qertnitted in this project: 3,105 gallons per day
8. 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 Perrnit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
FT 4-Y?Th1 _ u xx r nrfrti�

LL
z
m
CATft)N for ;RAVITY SE rr'C RS, PIMP STATI )NS, AND FORCE MAMNS PAC , 4
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(l) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below, Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(t)(3),
23 units x 135 gpd = 3,105 gpd
(CMUD Guidelines)
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
6
8
Length (Feet)
175
191
Gravity or Force Main
(use the pull down menu)
9
z
0
ENTER TOTAL LINE LENGTH IN MILES 0 07vr'
i"` 11, Surnmary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Power Reliability Option
it (self chosen as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3- plans for cross-reference) (MGD) GPM TDH portable generator w/telemetry; 4-wet well storage)
12, Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
NI Yes 0 No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13, Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes 0 No NIA
Sedimentation and Erosion Control Plan? [a Yes
O No D N/A
Stormwater? Yes 0No EJ NIA

ST-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
Z
0
cri
U
LL
V)
a
U
C. STREAM
1. 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 1
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.
Location ID on Map
(self chosen - as shown on
map for cross-reference)
Charlotte -West
1 a.
Signing ffici g
Name of
Waterbody
Irwin Creek
County
Mecklenburg
River Basin
Catawba
Waterbody Stream Waterbody
Index Classification
11-137-1 Class C
{
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
1, Roger Lewis, attest that this application for Arbor Glen 111 has been reviewed by
me and is accurate and complete to the best of my knowledge. 1 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
Pena s up to $25,000 per violation.
)71
aI Si a u e 1 Date
2. Professional Engineer's Certification:
O1 attest that this application fora 6" and 8" gravity sewer to serve Arbor Glen Ill 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. 1 further attest that to the best of my knowledge the
C.) for
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
LL 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 1 have reviewed this material and have judged it to be consistent with
LL] the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who
v 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. Sean Calloway, PE
Professional Engineer Name
2b. Turnbull Sigmon Design
Engineering Firm
2c. 1001 Morehead Square Drive Suite 530
Address
2d. Charlotte 2e. N.C. 2f. 28203
City
2g. [phone] 2h. [phone]
Telephone Facsimile
State Zip
2i. [e-mail]
E-mail
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Seal, Signature & Date

05/19/04
Permit Number WQ0023919
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sonja.williams
Permitted Flow
3105
Facility
Fast Track
Status Project Type
In review New Project
Version Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Arbor Glen 1II
Location Address
Owner
Major/Minor
Minor
Region
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Arbor Glen 111, LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Roger Lewis, Development Mgr VP
227 W Trade St
Charlotte NC 28202
Orig Issue
App Received
05/05/04
Regulated Activities
Scheduled
Draft Initiated Issuance Public Notice Issue Effective
5/q/ 4
Apartment complex
Wastewater collection
Outfall NULL
Requested/Received Events
Additional information requested
Additional information received
Expiration
Waterbady Name Stream Index Number
Current Class Subbasin

Entity Names
•
http://www.secretary. state.nc.us/corporationslsoskb/Corp.asp?56816
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PO Box 29622 Raleigh, NC 27626-0622 [phone]
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Corporation Names
Name Name Type
Arbor Glen III, LLC Legal
Limited Liability Company Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Registered Agent
0687930
Current -Active
8/21/2003
Domestic
NC
Agent Name:
Registered Office Address:
Registered Mailing Address:
Principal Office Address:
Principal Mailing Address:
Long, Edward F.
227 W Trade Street
Suite 800
Charlotte NC 28202
227 W Trade Street
Suite 800
Charlotte NC 28202
227 W Trade Street
Suite 800
Charlotte NC 28202
No Address
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Iofl
5/12/2004 10:29 AM

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'Charlotte'V1d'est, NC'; male: 1" _ 0.189Mi 305Mt 1,000Ft, 1 Aili = 5.'2

March 17, 2004
Mr. Sean Calloway
Turnbull • Sigmon Design
1001 Morehead Square Drive
Suite 530
Charlotte, NC 28203
SUBJECT:
CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
WATER AND SANITARY SEWER FLOW ACCEPTANCE STUDY
ARBOR GLEN III, TAX ID 145-128-02
C-MU PROJECT# 600-04-522
Dear Mr. Calloway:
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 sewage flow of 3,105 gallons per day (23 units x 135 GPD/unit) from this project for
transmission to the Irwin Creek Wastewater Treatment Plant; NPDES permit number NC0024945, 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, (WMSP # 00-00251 & 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 [phone].
Sincerely,
CHARLOTTE-MECKLENBURG UTILITIES
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITIES
Engineering Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]