WQ0033540_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
October 27, 2008
Mr. Rich Bovard, Treasurer
Lake Norman Charter School
12435 Old Statesville Road
Huntersville, NC 28078
Subject: Permit No. WQ0033540
Lake Norman Charter School
Tax Parcel #017-421-04
C-MU Tracking # 600-08-569
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Bovard:
In accordance with your application received on October 23, 2008, we are forwarding herewith
Permit No. WQ0033540, dated October 27, 2008, to Lake Norman Charter School for the construction
and operation of the subject wastewater collection system extension. This permit shall be effective from
the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit •Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
No hCarolina
Aalirrally
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: wMnhr.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

Mr. Rich Bovard
Page 2
October 27, 2008
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted for the construction and operation of approximately 1471 linear feet of 8-inch gravity sewer and
the discharge of 11,250 gallons per day of collected domestic wastewater into the Charlotte
Mecklenburg Utilities existing sewerage system in conformity with 15A NCAC 2T; the Division's Gravity
Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000,
as applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the CMU's McDowell
Creek WWTP (NPDES No. NC0036277) prior to being discharged into the receiving stream.
Assessing subsequent impacts to the downstream collection system is the complete
responsibility of Charlotte Mecklenburg Utilities. Charlotte Mecklenburg Utilities must utilize whatever
tracking tools necessary for planning additions of sewer flow in order to maintain compliance with the
WQCS00001 permit requirements.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Mr. Michael Parker at
[phone].
Electronic copies:
Cc:
Sincerely,
-e-tt 6 ram.
for Coleen H. Sullins
Meredith Moore, Mecklenburg County Development of Water Quality
Barbara Gross, CMU
Philip Edwards, Mecklenburg County
Robert Tripp, P.E., Turnbull Sigmon Design
Mooresville Regional Office, Collection System Permit File
Surface Water Protection Central Files
PERCS

I
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 21_ .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. 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
2

I
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
[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 27th day of October, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033540
3

Fast Track Engineering Certification
Permit No. WQ0033540
October 27, 2008
Own erNVQCS
Rich Bovard
Lake Norman Charter School
12435 Old Statesville Road
Huntersville, NC 28078
PE
Robert Tripp, P.E.
Turnbull Sigmon Associates
1001 Morehead Square Drive, Ste.
Charlotte, NC 28203
WQCSIWWTP
Barbara Gross
Charlotte Mecklenburg Utilities
530 5100 Brookshire Blvd.
. Charlotte, NC 28216
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for anv 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 Lake Norman Charter School, a
Mecklenburg County project for the Permittee, hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

0
2
CC
0
Z
USE THE TAB KEY TO MOVE FROM FIELD TO FIEL.DI
ner/Perrnf*ee:
Lake Norman Charter School
Full Legal Name (company, municipality, HOA, utility, etc.
lb. Rich Bayard, Treasurer Lake Norman Charter Schoo
Signing Official Name and Title (Please review 't5aA NCAC 2T .01(l8 (b
Appiica
(to be co
1c. The legal entity who will own this system is:
0 Individual Lj Federal Municipality 0 State/County 0 Priva
School
Id. 12435 Old Statesville Rd E1e. Huntersville
Mailing Address
1f, NC
State
704-948-8600
4
Telephone Facsimile
2. Pralect (Facility) Information:
2a LNCS High School
Brief Project Name (permit will refer to this name)
3 Contact Pers©rt:....r _ __ e. _. .._..... _ . .
'3a, Robert Tripp, PE; Turnbull Sigmon Design
Name and Affiliation of Someone Who Can Answer
704-529-6500
Phone Number
tion
ning o
Partnership 0 Corporation Other (specify): Charter
City
lg. 28078
ip Code
2b, lvtecklenbure
County Where Project is Located
About this Application
dc. rtritttturnbulisi
1, Project is New 0 Modification (of an existing permit) If Mod
2, Owner is 0 Public (skip to item B(3))
2a, If private, applicant will be:
Retaining Ownership (i.e.. store, church, single office, etc.
0 Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
Charlotte Mecklenburg Utilities
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
• 4a, McDowell Creek
Q Name of WWTF
• 5a. CMU.
Permit No.
Private (go to /tern 2(a))
i 2b. If sold, fli
wned try a (must choose one)
0 Public Utility (instruction C)
0 Homeowner Assoc./Developer (Insfrucftan D)
et Owner of Do
d6„ The Origin of
z
5b, $"
Receiving Sewer Size
check all thet appla_
0 Residential Subdivision
0 Apartments/Condominiums
0 Mobile Horne Park
School
( Restaurant
0 Office
4b, NC00036277
N/A
Permit # of Downstrea
0 Retail (Stores, shopping centers)
0 Institution
0 Hospital
0 Church
0 Nursing Home
0 Other (specify):
7. Volume of wastewater to be allocated or permitted for this particula
'Do not include future flows or previously permitted allocation
8. If the permitted flow is zero, Indicate why:
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (spay):
project: 1 I, 5 gallons per day
0 Pump Station, Outfall or interceptor Line where flow will be permitted in subsequent permits that connect to th s Imo
0 Flow has already been allocated in Permit No,
O Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine j
permit is required)
A 12/t17

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 foi
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater us
date in accordance with 15A NCAC 2T .0114 (f).
Flow Calculation Is attached in letter from Utility Department for 11,250 GPD,
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) j Length (feet) New Gravity orAdditional
Force. Main
.8°
1471
Gravity
Q '11. Summary of Pump Stations w! associated Force Mains to be Permitted (attach additional sheets as necessary)
W -
:Pump Station Location ID NIA (self chosen - as shown on planslmap for
IF Design Flow Power Reliability Option j
Z (MGD) Operational Point; 1 - permanent generator w/ATS; 1 Force Main Size . Force Main Length
O t GPM @TDH 2 - portable generator w1MTS
O —k .
..r
Z
0
Q :Pump Station Location ID (self chosen - as shown on planslmap for reference)
2 Design Flow ; Power Reliability Option
re (MGD) Operational Point 1 - permanent generator w1ATS; Force Main Size Force Main Length
O i GPM @TDH 2 - portable generatorwlMTS
Z
F' __.._ _._,.._....________ ___._____ ... ___ _______.___-.__.__ ______ ___ ___________ ___ ____________ ... ._ .._..
• ;Pump Station Location iD (self chosen - as. shown on planslmap for reference)
OW.. Design Flow 1 Power Reliability Qption ,
;
oi
(MGD) Operational Point! 1 - permanent generator w1ATS; i Force Main Size Force Main Length
GPM @TDzi 2 - portable generator MINTSi
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ❑ No If Yes, permit number of 2nd treatment facility
(RO — if yes to 8,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA12/07

'14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? ❑ Yes ® No ❑ NIA
Sedimentation and Erosion Control Plan? ICI Yes ❑ No ❑ N/A
Stormwater? (Mecklenburg County) ® Yes ❑ No [J NIA
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These tines will be considered hlcih priority and must be checked once every six months
Check if Yes: ❑ and provide details
C. CERTIFICATIONS
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Rich Bayard. Treasurer , attest that this application for LNCS High School has been reviewed by
me and is accurate and complete to the best of my knowledge. ! understand that if all required parts of this application
ere not completed and that If all required supporting documentation and attachments are not included, this application
package is subject to being•rntumed as incomplete. Note: In accordance with North. Carolina 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
pe ties up to $25,000pe violation.
a.
Signing Official Signature:
q-ZS-oS
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
-APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Robert E Tripp, PE , attest that this application for LNCS High School has been reviewed by me and is
accurate, complete and consistent with the information In the engineering plans, calculations, and ail other supporting
documentation to the best of my knowledge. 1 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 Minimurn Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although other
professionals may have developed certain -portions of this submittal package, inclusion of these materials under my
signature and seal signifies that 1 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 ofa Class 2 misdemeanor which may include a
fine not to exceed $1O 000 as well as civil penalties up to $25,000 per violation.
2a.-Robert E Tripp,. PE
Professional Engineer Name
2b. Turnbull Sigmon Design
Engineering Firm
2c. 1001 Morehead Square Dr; Ste 530
Mailing Address
2d. Charlotte
City
2g. 704-529-6500 `Zh.
Telephone Facsimile
2e. NC T. 28203
State Zip
704 522-0882 21. [e-mail]
E-mail
SEAL
23505
47
r'nla ail
NC PE Seal, Signature & Date
FTA12/07

,x ft,t.,

►_f• •
:

!tNumber
Central Files: APSSWP,_, WQ0033540 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
michael.parker
Permitted Flow
11250
Facility
Facility Name
Lake Norman Charter High School
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Lake Norman Charter School Non -Government
Owner Affiliation
Rich Bovard, Treasurer
Dates/Events
Orig Issue
10/27/08
App Received Draft Initiated
10/23/08
Scheduled
Issuance
Public Notice Issue
10/27/08
Regulated Activities Requested/Received Events
School
Wastewater collection
Outfall NULL
Additional information requested
Additional information received
Effective Expiration
10/27/08
Waterbody Name Stream Index Number Current Class Subbasin

TL,1R..NBULL • SIGMON DESIGN
TO: NCDENR
Ann: Dee Browder
610 E Center Arse
Ste 301
Mooresville, NC 28115
TEL:
DATE:
REFERENCE:
704-235-2203
10.22.2008
Lake Norman Charter High
School
TRANSMITTED VIA:
❑ COURIER
0 MAIL
0 O VER:NIG'FIT
0 BF II AND
ACTION:
FOR APPROVAI-
El FOR FOUR USE
© AS REQUESTED
© FOR REF=7EWANDCOMMENT
0 A PPROFED AS SUBMITTED
0 A PPROFsED AS NOTED
El RETURNED FOR CORRECTIONS
CC:
File
Lora
Development
Ueo gi Orufco
1001 Morph
Sufto 530
Charlotte, „Al
0
WE ARE SENDING:
ATTACHED 0 LINDER SEPARATE COVER
ITEM
COMMENTS:
Brian Crafford
re Drive Phone. 704 - 52 o'1-G5
Krt-,• 704._522-0882
turnbwrisgmon.corn
DESCRIPTION
Copies afApplication
Co; ics n 1 lcw Accep
TRANSMITTAL

CHARLOTTE,
CHARLCTTE-NIECKLENBURG
UTILITIES
April 30, 2008
Mr, Robert Tripp
Turnbull Sigmon Design
1001 Morehead Square Drive
Suite 530
Charlotte, NC 28203
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
LAKE NORMAN CHARTER HIGH SCHOOL
TAX PARCEL# 017-421-04
C-MU TRACKING# 600-08-569
Dear Mr, Tripp:
In response to your request, a flow acceptance study of the subject site has been completed and it has
been determined that:
Charlotte -Mecklenburg Utilities agrees to accept the gravity sewage flow of 11,250 gallons per day (750
students; cafeteria & gym x 15 gpd/student) from this project for transmission to the McDowell Creek
Wastewater Treatment Plant, NPltr ES permit number NC00036277, for treatment. This acceptance of
flow is based on the existing capacity of the designated publicly owned treatments works. Please see
attached basin map and flow tracking form
Charlotte -Mecklenburg Utilities agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water Supply
Management Plan, dated October 2005, (WSMP # 05-01702 & PWS ID # 0160010) on file with the Public
Water Supply Section of NCDENR. However, CMU cannot guarantee a constant pressure or quality of
flow.
Charlotte -Mecklenburg Utilities does not expect any of the above conditions to 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 CMU system is accepted on a first come,
first served basis,
The applicant should understand that this letter is not authorizatrr n to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction, if the aaroriat
authorization to construct permits are not obtained and construction has nr t , Carted within one
issuance of this flow acce Dance this flow acceptance approval shall be rescinded and n new flow
acceptance request raa°st be made. If you have any questions, please do not hesitate to contact me at
(704) 391TM5129.
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Divisions New Services Sect
w'ww.cmutiliti .com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax [phone]

Charlotte-- f' ecklenburg Utilites
P Service Areas with Basins

otltt to the r eeivi
,a.rdance with local
lies tm thos ittenr
s form indicate
State of North Carolina
Department of Environment and Natural Resources
Division of "eater Quality
Flo 'rackinglAcceptance for Sewer Extension Permit Applications
(FTSE--1(1/07)
Project Applicant Name: 'Fur
Project Name for which flow
Nlrrre than erne 7°
pump stigtir7rt. ctd
be required
reed
t`7ttt proposed
Latrcan _..._.__
requested: ke N
)rojertt the awner ofP
io4ti.
r.ter
tt11, 7°1' 1 nor rr.slro s
1. (Complete dais ection only ifyou are the owner of the wastewater treamtr. at plant.
a. WWTP Facility Name: MccDowet.
b.. WW�I'P laacility Permit#w tw0037'
._,_
c. WWTP facility's per7nitted flow
d, Estimated obligated flow not yet tributar
e. W W'.FP facility's actual .av,g, flow
f. "Total flow for this specific request
. Total actual and obligated flows to the fa
h. Percent of permitted flow used
to the W \VTP
12.00
0.382
4.79
9
0,01125
43.
Il. Complete this section for each pump station you are responsible for along the route of this
if
pump stations located bet seen the project connection point and the W W'TP
p Station Name Approx.. Ca
Current Avg,
MO If)
wastewater fre
7�.
le best of ktlowledge
e.Takun ed a@orrz tV
rojcc't is not anticipated to cause any eapae
tat ,. c c,r c nr't Pc» rrr ra e.rl rtr iert tttt ` do rastreara l ttta la t ttio t r
last trtt der normal circumstances, This analysis has been perfOnr`seal in r
prtlir ie;s ttncl pt"crcerlctres rrsin rlac„ lit tt ttt a lable data. This certification
irz Sections 1 rttl El f tr 1 icla S trrt fife °e t c tt ilrlc; t?aie si ra ttttrtcx c f
time t�tat:te of t'tt re5'