WQ0037950_Regional Office Historical File Pre 2018

North Carolina Depa
Pat McCrory
Governor
C E
of Environment and Natural Resources
August 17, 2015
Ms. Peggy Hey, Executive Director of Facility Planning and Management
Charlotte -Mecklenburg Schools
3301 Stafford Drive
Charlotte, NC 28208
Subject: Permit No.WQ0037950
JM Alexander Middle School
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Ms. Hey:
Donald R. van der Vaart
Secretary
In accordance with your application received August 5, 2015, we are forwarding herewith Permit
No.WQ0037950 dated August 17, 2015, to Charlotte -Mecklenburg Schools (Permittee) for the
construction and operation upon certification 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This permit shall be effective from the date of issuance until rescinded, and shall be subject to the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 the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4: 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.
It shall be the responsibility of the Permittee 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..
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 1508 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.
Mooresville Regional office
610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] \ Fax [phone] \ Customer Service 1-877-623-6748
Internet: www,ncwaterquality.org
An Equal Opportunity \ Affirmative Action Employer — Made in part by recycled paper

Charlotte -Mecklenburg Schools
Permit No,WQ0037950
If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail],
Sincerely,
for S. Jay Zimmerman, P.G,
Director, Division of Water Resources, NCDENR
by Michael Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDENR
cc: Kevin J. Westra, P.E. (electronic copy)
Barbara Gross (electronic copy)
Tommy Rowland (electronic copy)
Regional Office Files
Water Resources Central Files
PERCS (electronic copy)
Page 2 of 8

NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
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 the
Charlotte -Mecklenburg Schools
Mecklenburg County
for the construction and operation of approximately 548 linear feet of 8-inch gravity sewer to serve a
1200 student school as part of the JM Alexander Middle School project, and the discharge of 18,000 GPD
of collected domestic wastewater into the Charlotte Water existing sewerage system, pursuant to the
application received August 5, 2015, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted March 4, 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 be effective from the date of issuance until rescinded and shall be subject to the
cified conditions and limitations contained therein.
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources, NCDENR
By Authority of The Environmental Management Commission
Permit Number: WQ0037950
Permit Issued: August 17, 2015
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Charlotte -Mecklenburg Schools is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Charlotte Water McDowell
Creek Wastewater Treatment Facility in accordance with Permit Number NC0036277.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division's Gravity Sewer Minimum. Design Criteria adopted March 4, 1996 as
applicable; 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,
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
This permit shall become voidable unless the agreement between Charlotte -Mecklenburg Schools
and Charlotte Water for the collection and final treatment of wastewater is in full force and effect.
(15A NCAC 02T.0304(h)]
2. No flow in excess of the quantity permitted herein, 18,000 GPD shall be made tributary to the
subject sewer system until an application for permit modification for an increase in flow has been
submitted to and approved by the Division. [15A NCAC 02T.0304(b)]
I1. STANDARD CONDITIONS
This permit is not 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. [15A NCAC 02T.0104; G.S 143-215J(d3)]
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's Gravity Sewer Minimum
Design Criteria adopted March 4, 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. [15A NCAC 021' 0110]
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. (15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual systemwide collection system permit for the
Page 4 of 8

operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shalt be met: [15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or
surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been 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 -months and inspections
are documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. 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.
h. A Grease Control Program is in place as follows:.
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24, following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

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 orbreakage, etc.;or
L Any SSQand/or spill over 1,0OUgallons; or
c. Any SS8and/or spill, regardless ofvolume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the
initial verbal oeport. Overflows and spills occurring outside normal business hours may also be
reported to the Division ofEmergency Management attelephone number /800\ 058-0368or(919)
733'3300. Persons reporting any of the above occurrences shall file a spill report by completing and
submitting Part l of Form CS-SSO (or the most current Division approved form) within five days
following first knowledge ofthe occurrence, This report must outline the actions taken orproposed
tubetaken toensure that the problem does not recur, Part ||nfForm CS-558(or the most current
Division approved form) can also be completed to show that the SSO was beyond control. [G.3. I43'
G. Construction of the gravity sewers, pump stations, and force mains shall he scheduled au as not to
interrupt service by the existing utilities nor result in an overflow nr bypass discharge of wastewater
tothe surface waters mfthe State. [15ANCACO2T.0108<b\]
7. Upon completion m[construction and prior ozoperation mfdhesepennittedfacj0ties the completed
Engineering Certification form attached to this permit shall be submitted with the required
supporting documents tuthe address provided mnthe form. Acomplete certification isone where
the form is fully executed and the supporting documents are provided as applicable. 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
PermitteetVappropriate enforcement actions,
If the permit isissued toaprivate entity with moOperational Agreement, then ocopy of the
Articles of Incorporation, [eclaratio ns/Covena'ts/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register mfDeeds office shall besubmitted with
the certification.
Acomp|e{e certification |yone where the form is 6u|k/ executed and the supporting documents are
provided asapplicable. Supporting documentation shall include the following:
a. One copy ofthe project construction record drawings (plan & profile views Of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVDdlsk) and are defined asthe design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b^ One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability toflush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If portable pmm/cr
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframe4shall beprovided.
Page 6 of 8

c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be dearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested
modifications or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis
and each on its own merit. Please note that variances to the Minimum Design Criteria should be
requested and approved during the permitting process prior to construction. After -construction
requests are discouraged by. the Division and may not be approved, thus requiring replacement or
repair prior to certification & activation..[15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
until corrected. if there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. j 15A NCAC 02T,0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted March 4, 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, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. 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. [15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. 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 the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S.143-215.1(b)]
Page7of8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTE2:
PERMIT #:
PROJECT:
ISSUE DATE:
Charlotte -Mecklenburg Schools
WQ00379SO
]KAAlexander Middle School
August l7,38l5
This project shall not beconsidered complete nor allowed to operate inaccordance with Condition 7of
this permit until the Division has received this Certification and all required supporting documentation.
It should be submitted in a manner that documents the Division's receipt. Send the required
documentation to the Regional Super -visor, Water Quality Regional Operations Section at the address at
the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until afinal certification isreceived, AFinal Certification shall beacomplete set nfrecord drawings and
design calculations regardless of whether partials have been submitted.
PERM qCATION
U, the undersigned agent for the Pennktee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information tothe Pennittwe,and the Pernohtee is prepared to operate 8'maintain
the wastewater collection system permitted herein orportions thereof,
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
[ , as a duly registered Professional E neerin the State ofNorth Carolina,
having been authorized to observe U } periodically, . wewkky, 1 | h/|| time) the construction of the
project name and location asreferenced above for the above Pcrnmittec hereby state that, to¢he 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 N[ACOZT; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted March 4, 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 w/signature & date.
rlFhna| | JPartial (includedescription)
Certification Comments/Qualifiers if :
N[DvVR—Water Quality Regional Operations Section 6l0East Center Avenue, Suite 3O1,Mooresville, mC2n1I5

z
z
0
z
3301 Stafford Drive
Mailing Address
North Carolina
State
h, 980-343--6050
Telephone
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner/Perrnittee:
Charlotte -Mecklenburg Schools _
Full Legal Name (company, municipality, HOA, until
(€1,-Atri
e and Title (Please review 1 5A iC
Application Number:
(to be completed by DWR)
(cVt� Wt%V"l
authorized 'gning officials)
The legal entity who will own this system
© Individual 0 Federal 0 Municipality ® State/County 0 Private Partnership 0 Corporation 0 Other (specify):
Charlotte
980-343-5200
Facsimile
Protect (Facilit3r) Information:
Alexander Middle Sr:o
of Project Name (p
contact. Person:
Brian J. Cannella- Benesch
o this name
Name and Affiliation of Someone Who Can Answer
3b. 704-943-3173
Phone Number
Project is New L Modification
City
g. 28208
Zip Code
E-mail
WQROS
2b, Mecklenburg MOORES IL F REGIONAL OFFdCEI
County Where Project is Located
uestions Abou
of an existing perm
Owner is 0 Public (skip to Item 8(3))
this Application
3c, [e-mail]
E-mail
If Modification, Permit No
Private (go to Item 2(a))
2a. If private, applicant will be:
Z 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 Utili Department
Owner of Wastewater Treatment Faci
y
da, McDowell Creek Wastewater Treatment Plant
Name of WWTF
a Charlotte -Mecklenburg Utilities5b, 8"" Z Gravity
ner of Downstream Sewer Receiving Sewer Size Ell Force Main
The origin of this wastewater is (check all that apply):
2b. If sold, facilities owned by a (must choose one)
or 0 Public Utility (Instruction D}
0 Homeowner Assoc /Developer (Instruction E)
F) Treating Wastewater From This Project
4b, NC0036277
WWTF Permit No..
5c. nla
] Residential Subdivision
© ApartmentslCondominiurns
0 Mobile Home Park
School
0 Restaurant
0 Office
Permit # of Downstream Sewer (Instruction F)
Retail (Stores, shopping centers)
Institution
0 Hospital
0 Church
0 Nursing Home
0 Other (specify)
Volume of wastewater to be allocated or permitted for this particular project. 18,000
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
0 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 5A _N , v)!u2 ,0303 to determine if a permit is required)
100 % Domestic/Commercial
% Industrial
(Attach Description)
° , Other
(Attach Description)
gallons per day
ETA 08 13 APPLICAT[C)N Pa e 4 of 6

I IPLETED A.PrL'CATION PACKAGE rsiCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
Asheville e R ~gional Office
Water Quality Section
ADDRESS
Fayetteville Regional Office
Water Quality Section
Mooresville Regional Office
Water Quality Section
Raleigh Regional Office
Water Quality Section
Washington Regional Office
Water Quality Section
ington Regional Office
Quality Section
2090 US Highw 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
225 Green Street Suite 714
Fayetteville, North Carolina 28301-50
[phone]
[phone] Fax
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
nston-Salem Regional Office
Ater Quality Section
943 Washington Square Mall
Washington„ North Carolina 27889
[phone]
[phone] Fax
27 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Waughtown Street
inston--Salem, North Carolina 27107
6) 771-5000
6) 771-4630 Fax
COUNTIES SERVED
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Anson, Bladen, Cumberland, Harnett, Hoke„
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Alexander, Cabarws, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Chatham, Durham, Edgecombe, Franklin„
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onsiow, Fender
Alamance, Alleghany, Ashe, Caswell, Davidson
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
INSTRI..JCTIO,
OR APPLICAHON ETA 08-13 & SL.IPPORTING DOCUMENTATION
3of6

Pri;rovide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 ford
the value in Item 8(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 use
data in accordance with 15A NCAC 2T .0114 (f).
Daily Flow Demand for Schools = 15 gallons/student/day; Number of Students = 1200
Total Wastewater Flow = 15 gallons/student/day x 1200 students = 18,000 gallons per day (gpd)
J
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
I New Gravity or Additional
Size (inches) Length (feet) ; Force Main
8 548 Gravity
11. Summary of Pump Stations w! associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
• .•• 1
, Design .Flow 'F Power.Reliab_ ility Option i• r
(MGD) Operational Point'+1 - permanent generator w/ATS; Force Main Size i 4Force Main Length
GPM @TDH 2 - portable generator w/MTS '
•
•
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow Power Reliability Option
(MGD) Operational Point 1 - permanent generator w/ATS; Force Main Size Force Main Length
• GPM @TDH 2 - portable generator w/MTS
12.
•
(RO
Will
Yes
— if
the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
►Z� No If Yes, permit number of 2nd treatment facility :
"yes" to 8,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the 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 'D 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
i
FTA 08-13 APPLICATION
Page 5 of 6

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No N/A
Sedimentation and Erosion Control Plan? 9 Yes ❑ No ❑ N/A
Trout Buffer Waiver? ❑ Yes ❑ No N/A
Stormwater? 1 Yes ❑ No ❑ N/A
5, Does this project include any high priority lines (15A NCAC 2a .d.9402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
heck if Yes: ❑ and provide details:
e's Certification: (Signature of Signing Official and Project Name)
ttest that this application for JM Alexander Middle School) 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
quired 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 143-215.60 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,
15
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
Z TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T 0305
0
2, Professional Engineers Certification: (Signature of Design Engineer and Project Name)
1, Kevin J Westra ,attest that this application for Jrn Alexander Middle Schaoll 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 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 other professionals may have
developed certain portions of this submittal package, 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 143-215.6,A and 143-215, 8, 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. Kevin J. Westra
Professional Engineer Name
2b, Alfred Benesch & Company
Engineering Firm
2c. 2820 West Morehead Stree
Mailing Address
2d, Charlotte
City
2e. NC 2f, 28208
State Zip
2g, 704; 521-9880 2h. 794-521-8955 2i. [e-mail]
Telephone Facsimile
E-mail
E°TA 08-I.3 APPLICATION
6 of 6

CHARLOTTE
W
May 1, 2015
Mr. Kevin Westra
Alfred Benesch & Company
2320 W Morehead St,
Charlotte, NC 28208
TER
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
JM ALEXANDER MIDDLE SCHOOL
PARCELID# 017-051-12
C-MUD TRACKING# 600-14-531
A flow acceptance study of the subject site has been completed and it has been determined that
Charlotte -Mecklenburg Utility Department (C-MUD) agrees to accept the gravity sewage flow of 18,000
gallons per day (1,200 student Middle School with Cafeteria and Gym x 15 gpd/student) from this project
for transmission to the McDowell Creek Wastewater Treatment Plant; NPDES 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 NCDENR Flow Tracking form,
C-MUD 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, PWS ID
# 016001,0 on file with the Public Water Supply Section of NCDENR. However, C-MUD cannot guarantee
a constant pressure or quality of flow.
C-MUD 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 C-MUD 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 appropriate
authorization to construct errtit ire not obtained and construction has not started within on
f 1) year of the issuance of this flow acceptance, this flow acceptance approval shall be rescinded and a
new flow acceptance study must be made, If you have any questions, please do not hesitate to contact
me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Page 1 of 1
Charlotte Water 700 N. T8Wc`}t';; : tlI,'tll $Et'; NC 28202 chat1ottewater.oc,
V' Operated by theicy. d bar tt

North Cardlina
Department of Environment and 'atural Resources
Division of Water Resources
ink;/Acceptance for Sewer Extension Applications
VISE 08-13)
Project Applicant Nan
Project Name for
i ore than one l ;"h r
tuft its cliong the route o
eing requested: Jr Al, aracer Mid ci.le
,rus
de pr't
the owner of the WWII' is nor re
Complete this secicat onl,
a. V1""1NI P Facility Name:
b. WWTP Facility Permit 'it:
you are the owner olthe wastewater treatment plant.
of yet tributary to the
c, ` ` '"f'E f`aat Uit ,s actual av'ar,,. flow
specific reel.tes
g, °lc taq .aett,t£aq and obligated f
h. Percent of permitted flow used
0a50,7
Complete this se
proposed wastewate
t pump stations located between the pro ect connection point and the W"W'TP:
Pump
Station
(Nance or
Number)
pump slat you are responsible for akmg the route of this
(A)
Design
Average Daily AAppro ,.
Flow** `urrent Avg.
(Firm pt),.
N1Cr.)
(H)
1:t
w Plus
'.gated
Flow
The 'P:irna (rapacity of and pump station is defined as _._ . _..._ .w.
* the maxi pumped klow that
can he achieved with the largest pump taken out of service.
*'* Design Average Dailey Flow is the firm capacity of the purnp station divided by a peaking
factor (pf) not less than 2.5.
**' A Manning Assessment Addendum shall he attached for each pump station l caned
between the project connection point and the WWI' where the Available Capacity is <(1.

the vc
I _ the best of my know le tf aft the addition
,tmtc.tOtre
receiv
ticipated to
cause an
rm pump station
en route tc the receivinye treatment plant under na`.�rt tai circtmrtm tartcea. ;i xen the irnpiementation
of the planet cd improvements identified in the planassessment here applicable. This
analysis Imas beema performed in accordance with local established policies and proct
the best available, data* Thiti certification applies to those items fisted above in Section;
plus all attached planning assessment addendums for which. I am the responsib
Signature f this ft rt t indicates acceptance of this wastewater flow,
end II
party.

Other
enesch
en sdetltt“s eerortnee$
Transmittal Form
To: �NCDENR Water Quality Section
Mooresville Regional Office
610 E. Center Ave
Mooresville, NC 28115
N(.UENR DWR
WO, fOS
MOOR V t,„L µ REGIONAL OFFICE
Date: 8/3/2015 1 JobNo 5124
Subject: Gravity Sewer Extension Application — J
Alexander Middle School
fail C Messenger Next Day Delivery fl UPS Ground
WE ARE SENDING YOU:
COPIES
DATE
2 8/03/2015
8
Attached
DESCRIPTION
ast-Track{FTA Ol
Under separate cover:
Application
Check for $480
Flow Acceptance Letter
USGS Topo Site Map a 8.5" x
Sanitary Sewer Plans and Details
THESE ARE TRANSMITTED as checked below:
For approval _J Approved as submitted Resubmit copies for approval
El For your use 7 Approved as noted ESubmit copies for distribution
As requested ( Returned for corrections Return corrected prints
For review and comment
Remarks:
cc:
Enclosed are the documents to support the proposed private wastewater system to serve a new
middle school. The wastewater system extension will include 548 I.f, of 8 inch diameter PVC pipe
and four 48 inch diameter sanitary manholes. The private sanitary sewer will connect to a public
sewer manhole within the R.O.W. of Hambright Road in Huntersville. The anticipated flow is
18,000 gallons per day. The sewer will be owned and maintained by the owner, Charlotte
Mecklenburg Schools. Please contact me at [e-mail] or 704.521.9880 if you have
any questions.
Signature:
PS01-0998-06 form

Central Files: APS SWP _
8/17/2015
Permit Number WQ0037950 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRute
Permitted Flow
18,000
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
JM Alexander Middle School
Location Address
Owner
Major/Minor Region
Minor 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
8/13/2015
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
8/5/2015 8/17/2015 8/17/2015
Regulated Activities Requested /Received Events
School
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin

Water Resources
Environmental Quality
February 28, 2017 .
Ms. Peggy Hey, Executive Director of Facility Planning 'and Management
Charlotte -Mecklenburg Schools
3301 Stafford Drive
Charlotte, NC 28208
SUBJECT: Final Engineering Certification Acknowledgement
Project: 3M Alexander Middle School
Permit No. WQ0037950
Permittee: Charlotte -Mecklenburg Schools
County: Mecklenburg
Dear Ms. Hey:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on February 28, 2017.
Enclosed is a certification page for your records. A full review of the certification materials may
or may not be conducted. It is assumed that receipt of this certification indicates compliance with
all regulations, design criteria and the permit. However, if a full technical review is conducted,
you will be notified of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http:l/aortal.ncdenr.org/web/wglswp/pslcs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Barry Love
Environmental Specialist
cc: Mr. Lester A. Barnes, P.E., (Alfred Benesch & Company, 2320 West Morehead Street,
Charlotte, NC 28208)
Central Files
Nothing Compares:,'t.�
State of Nortli Carolina I Environmental Quality' Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue. Suite 301 1 Mooresville, North Carolina 28115
704-663-1699

I
FAST TRACK SEWER ENGINEERING CE TIFJCATION
PERMITTEE: Charlotte -Mecklenburg Schools
PERMIT fi: WQ0037950
PROJECT: JM Alexander Middle School
ISSUE DATE: August 13, 2015
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
to the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom,
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions, The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof,.
UAL `r . pt'ANtS
ptC GCv R. C Aef—tilatavRE.► p 62,272417
Printed Name, Title ►.nature Date
ENGINEERS CERTIFICATION
J, LEST ,°; I4.i , as a duly r gistered Professional Engineer in the State of North Carolina,
having been authorized to observe ( periodically, weekly, [, full time) the construction of the
project name and location as referenced above for the above 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 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted March 4,1996 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 w/signature & date:
Flnal �1
Partial (include description)
Certification Comment, Qualifiers (attach If necessary):
NC DWR — Water Quality Regional Operations Section 61.0 East Center Avenue, Suite 30t, Mooresville, NC
2811
Moore vine Regional Office
Phone: [phone] FAX:17041-6'13,m4n

SANITARY SEWER PROFILE 1➢7011,1.2
SA'N11A Y
SEWER PLAN &
['ROE4LE
011