WQ0034362_Regional Office Historical File Pre 2018

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ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coieen H. Sullins Dee Freeman
Governor Director Secretary
September 30, 2009
Mr. Anthony Ansaldo, Director of Architecture
Charlotte -Mecklenburg Schools
3301 Stafford Drive
Charlotte, NC 28208
Subject: Permit No. WQ0034362
Long Creek Elementary School
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Ansaldo:
In accordance with your complete application received on September 23, 2009, we are
forwarding herewith Permit No. WQ0034362, dated September 30, 2009, to the Charlotte -Mecklenburg
Schools 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permit shall be effective from the date of issuance until rescinded, and shall be subject to the conditions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.
1617 Mair Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity t Affirmative Action Employer
NonrthCarolina
;Valuta"

Mr. Anthony Ansaldo
Page 2
September 30, 2009
In accordance with the provisions of Article 21 of Chapter 143, General Statutes cf North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted for the construction and operation of approximately 440 linear feet of 8-inch gravity sewer and
1280 linear feet of 4-inch gravity sewer and the discharge of 12,000 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 McAlpine Creek
WWTP (NPDES No. NC0024970) 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, piease contact Mr. Michael Parker at
[phone].
Electronic copies:
Cc:
Sincerely,
or
Coleen H.
u
ns
Meredith Moore, Mecklenburg County Development of Water Quality
Barbara Gross, CMU
Philip Edwards, Mecklenburg County
Marcus J. King, P.E.
Mooresville Regional Office, Collection SystemPermit File
Surface Water Protection Central Files
PERCS

•1
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 §143-215.1C.

4. This permit is not transferable. ln 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.
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 drawings shall be maintained on file by the Permittee for he 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

a
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 30th day of September, 2009. •
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0034362
3

Permit No, WQ0034362
September 30, 2009
Owner/WQCS PE WQCS/WWTP
Anthony Ansaldo Marcus J. King, P.E. Barbara Gross
3301 Stafford Drive Site Solutions, P.A, CM
Charlotte, NC 28277 2741 2320 West Morehead Street 5100 Brookshire Blvd
Charlotte, NC 28208 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
portable generators) 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 resultin,g_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 CERT1RCATION
El Partial
Q Final
1, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (Ell periodically, Elj weekly, LI full time) the construction of Long Creek
Elementary 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 Minimurn 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 fin at 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.
4

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Permittee.
Charlotte Mecklenburg Schools
Full Legal Name (company, municipality, HOA, utility, etc.)
;1b. Tony Ansaldo, Director of Architecture
Application Number:
(to be completed by OWQ
gning ©ffrciai Name and Title (Please review 15A NCAC 2T .0106
The legal entity who will own this system
Individual 0 Federal © Municipality
"ld. 3301 Stafford Drive
Mailing Address
North Carolina
ate/County 0
State
980-343-6894
Telephone
Proiect (Facility) Inforrnati
2a, Lon [l Creek Elementary School
rief Project Name (permit will refer to this name)
Contact Person:
3a. Marcus J, King, PE
Name and Affiliation
3b. 704-521-9880
Phone Number
Project
orized signing officials!
ate Partnership L [ o
1 e, Charlotte
City
_ l g. 28208
Zip Code
nnsaldo
2b. Mecklenbur
ton ] Other(speci +'):
County Where Project is Located
iomeone Who Can Answer Questions About this Application
3c. mking@sitesolutionspacom
ation (of an existing permit
2, Owner is D Public (skip to Item ?ti3
2a. if private, applicant will be:
E-mail
ation, Perrnit No...
go to Item 2(a))
2b, If sold, facilities owned by a (must choose one
Retaining Ownership (i e. store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc, skip to Item B(3))
[] Selling units (lots, townhomes, etc. - go to item B(2b))
e-Meckienburt Utilities
C
Owner of Wastewater Treatment Facility (WWTF) Tr
4a. McAlpine Creek Wastewater Treatment Plant
Name of WWTF
5a, Char-Meck Utilities 5b. 8" I Gravity
Receiving Sewer Size E■ Force Main
Owner of Downstream Sewe
The origin of this wastewater is (check all tha
0 Residential Subdivision
0 Apartments/Condominiums
Mobile Home Park
® School
© Restaurant
0 Office
apply)
Public Utility (instruction C)
0 Homeowner Assoc./Developer (Instruction D)
er From This Project
4b. NC0024970
TF Permit No.
5c.
Permit # of D
O Retail (Stores, shopping centers)
Q Institution
© Hospital
© Church
© Nursing Horne
• Other (specify);
nstream Sewer (Instruction E)
% Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
100 % Other (specify): school
Volume of wastewater to be allocated or permitted for this particular project: 12,060 gallons per day
"Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
El Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No,
0 Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
F1"A1'?l©7

19.
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) ANDIOR 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 use
data in accordance with 15A NCAC 2T .0114 (f).
15 gallons per day per student X 800 students = 12,000 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
8"
440
gravity
4"
1280
gravity
CI
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
W
Pump Station Location ID (self chosen - as shown on planslmap for reference)
1-
1—
Z
0
Design Flow 1
(MGD) �
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w!MTS
Force Main Size
Force Main Length
U
Z •
'O
aPump
Station Location ID .
(self chosen -
as shown on planslmap
for reference)
CC
0
LL
Design Flow
(MGD)
i
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w1ATS;
2 - portable generator wIMTS
Force Main Size
Force Main Length
!--
EtPump
Station Location ID (self chosen - as shown on planslmap for reference)
Ill
0;, •
CO
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generatorwlATS;
2 - portable generator w1MTS
Force Main Size
Force Main Length
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
■ Yes ►s No If Yes, permit number of 2"d treatment facility
(RO— if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the
Mains (latest
applicable?
® Yes
sewer
•
system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
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
FTA12107

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 0 N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ■ N/A
Stormwater? 0 Yes • No ■ N/A
15. Does this project include any high priority lines, (see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details
,la.
z
0
1:(
0
LL
Ix
• W
44) , ;
.0
.' •
1
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
!• 1, Tony Ansaldo, attest that this application for Johnston Oehler Elementary School
has been reviewed by me and is
of this application are not
this application package
Statutes 143-215.6A and
in any application
as well as civil penalties up to
I accurate and complete to the best of my knowledge. 1 understand that if all required parts
completed and that if all required supporting documentation and attachments are not included,
is subject to being returned as incomplete. ote• n accordance with North Carolina General
143-215.6B, any person who knowingly k any false statement, representation, or certification
shall be guilty of a Class 2 misdeme r, ich may include a fine not to exceed $10, 000
$25,000 p r lati .
5
Si g O ici Signa ur 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, Marcus J. King, PE, attest that this application for Long Creek Elementary School has
been reviewed by me and is
and all other supporting
the proposed design has
Criteria for Gravity Sewers
of Pump Stations and Force
Although other
materials under my
with the proposed design.
knowingly makes any false
which may include a
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accurate, complete and consistent with the information in the engineering plans, calculations,
documentation to the best of my knowledge. ! further attest that to the best of my knowledge
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
professionals may have developed certain portions of this submittal package, inclusion of these
signature and seal signifies that i have reviewed this material and have judged it to be consistent
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Marcus J. King, PE
.�
Professional Engineer Name
2b. Site Solutions
Engineering Firm
2c. 2320 West Morehead Street
Mailing Address
I
2d. Charlotte 12e. NC '
f. 28208
City State
—12h.
Zip
2 704-521-9880 704-521-8955 12i. mkin
g. [e-mail]
Telephone I Facsimile I E-mail
FTA12/07

I.
Permit Number WQ0034362
Central Files: APS__ SWP_
09/30/09
Permit Tracking Slip
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
michael.parker
Coastal SW Rule
Permitted Flow
12000
Facility
Facility Name
Long Creek Elementary School
Location Address
Owner
Status
Active
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Major/Minor
Minor
Region
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Charlotte -Mecklenburg Schools
Dates/Events
Owner Type
Government - County
Owner Affiliation
Anthony B. Ansaldo
3301 Stafford Dr
Charlotte
NC 28208
Orig Issue App Received Draft Initiated
09/30/09 09/23/09
Rehr. ulated Activities
School
Wastewater collection
Outfall NULL
Scheduled
Issuance
Public Notice Issue Effective
09/30/09 09/30/09
Requested/Received Events
Additional information requested
Additional information received
Expiration
Waterbody Name Stream Index Number Current Class Subbasin

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SITE SOLUTIONS, INC.
2320 W. MOREHEAD ST.
CHARLOTTE, NC 28208
PH. [phone]
Exactly Four hundred eighty and no / 100 Dollars
PAY
TO THE
ORDER
OF
NC Dept. of Environ. and Nat. Resources
NC
0
FIRST CITIZENS BANK 013
& TRUST COMPANY
CHARLOTTE, NC 28202
56-30-531
DATE
9/22/2009
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TAPIIISC:APE
CAVIL
'riGlNr::lasttNi;
SITE lrt..AWNING
2320 W Morehead St.
Charlotte, NC 28208
Phone; 704,521,9880
Fax 704.521,8955
s1t sulutionsPa.cnrn
September 16, 2009
NCDENR
Mooresville Regional Office
610 E. Center Avenue
Mooresville, NC 28115
Attention: Dee Browder
RE: Long Creek Elementary School
Sanitary Sewer Relocation and service
Fast Track Application
Dear Dee Browder:
Attached please find our Fast Track. Application, application fee, downstream
sewer WI IF capacity and flow tracking/acceptance form and color map. One
Utility plan is includedto assist in your review. In addition to the above listed
items we offer the following narrative generally describing the project.
Narrative
The purpose of this project is to provide sanitary sewer to a new school to be
known as Long Creek Elementary School. This is a new elementary school that wi
serve the expanding population of northwestern Charlotte and southern
Huntersville.
The proposed sanitary sewer wilt connect via gravity to an existing Charlotte
Mecklenburg Utilities sanitary sewer located along Hedrick Circle (to the south of
this site). The wastewater flow from this project ultimately is treated at the
McAlpine Wastewater Treatment Plant, owned and operated by Charlotte
Mecklenburg Utilities.
Please accept and process this application at your earliest possible convenience. If
you have any questions or if we can assist you further, please feet free to cat!.
Sincerely,
SITE SOLUTIONS
Marcus J. King, PE
Enclosures

CHARLO rTE.MEGKLENBURG
UTILITIES
September 10, 2009
Mr. Marcus King
Site Solutions
2320 W Morehead Street
Charlotte, NC 28262
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
LONG CREEK ELEMENTARY SCHOOL
TAX PARCEL# 023-063-11
C-MU TRACKING# 600-09-619
In response to your request, a flow acceptance study of the subject site has been completed and the
following has been determined:
Charlotte -Mecklenburg Utilities agrees to accept the gravity sewage flow of 12.000 gallons per ay (800
student school with cafeteria and gymnasium x 15 gpd/student) 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 treatment 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, Charlotte -Mecklenburg Utilities cannot guarantee a
constant pressure or quality of flow.
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.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. If the appropr to
authorization to construct permits are not obtained and construction has not started within one (1) year of
nuance of this flow acre tance and a ta`rent for service connection(s) has_ not been received within (1)
val shall be rescinded and a new
you have any questions, you may contact me at (704) 391-
acceptance request mu
Barbara Gross
EngineeringAssistant
New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax [phone]

Chartatte- eckienburg Utitites
WWTP Service Areas with Basins

State of North Carolina
Depart rnt nt raf Environment and Natural. Resources
Division of Water Quality
Traeking/Acceptance for Sewer Extension Permit Applications
(FTSE—10107)
Project Applicant Name:it. „ut:.lons
Project Name for which 'flow is being requested:
More than one F71"E-! 0/6 7' may ho required fcrr° a .single prcrji
pump stations along the route,' of -the proposed wastewater ater 11°14%
erneantary School
Ia Complete this section only if you. are the owner of the waste water treatment plant.
a. WWTP Facility Name: Mo i. .ine Creek, Irs z Creek, Suugyar Creek ItiWTP
b, WWTP FacilityPermit ;
c. 4VWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WW T`P 9,799
e, WWTP facility's actual avg. flow
f. Total flow for this specific request
NCO 024945 NC0024937
AU flows are in M(a'D
99.0
63,3
0.012
g. Total actual and obligated flows to the facility 73.476
h.. Percent of permitted flow used
.3%%
ILL Complete this section for each pump station you arc responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the W VTP
Pump Station Name Appro.x. Capacity, MGD Approx.. Current Avg,
l irtn/Design)
.ek
7.90
7.70
Daily Flow, MGD
3.20
n Statement;
l Cary^
volume ofwtastew ater to be permitted in th.i
wastewater treatrnent facility and that th.e flo
the best of trty° knowledge, the - n of the
ct has been evaluated along the route to the receiving
m this project is not anticipated to cause ,uay capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the hest available data. This certification applies to those items
listed above in Sections l and f t for which l am the responsible party, Signature of this form indicates
acceptance of this watev tter flowwa, /
Dote

80°55,000' W
TOPO reap printed on 08/18/09 from "North Carolina,tp©" and "Untitled.tpg"
80054.000' W 80°53.000' W
WGS84 8
0
.000` W

Permit No, WQ0034362
September 30, 2009
Owner!WQCS
Anthony Ansaldo
3301 Stafford Drive
Charlotte, NC 28277-2741
PE
Marcus J. King, P.E.
Site Solutions, P.A.
2320 West Morehead Street
Charlotte, NC 28208
WQCSTWWTP
Barbara Gross
CMU
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 any changes resulting in non-compliance with this permit,
ulations or minimum desi n 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
LJ Partial
CERTIFICATION
t Final
KOOS 14INCI as a du registered Professional Engineer in the State of North Carolina,
having been authorized to observe periodically, 0 weekly, 0 full time) the construction of Long Creek
Elementary School, a Mecklenburg ounty project for the Permttee, 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 Professio
001mtrifies
CAR
..........
10.44.41000.
CUS
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.
Engineers 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
4