WQ0038355_Regional Office Historical File Pre 2018

'AT MOCR.RY:
Cow Me
DONALD R. VAN DER VAART
s cr .,:v
S. JAY ZIMMERMAN
Water Resource
ENVIRONMENTAL QUAa.!'iV'
March 29, 2016
Mr. Justin Matthews, Chief Operations Officer
Alliance Preparatory Schools, Inc.
101 Hock Parc Lane
Durham, NC 27704
Subject: Permit No. WQ0038355
Alliance Preparatory Schools, inc.
Mallard Creek Academy
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Matthews:
In accordance with your application received March 15, 2016, we are forwarding herewith Permit No.
WQ0038355 dated March 29, 2016, to Alliance Preparatory Schools, Inc. (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be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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 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.
State of North Carolina! Ety l egion il, Opes t c n
'Mooresville Regional ©ffcel 610 East Center Avenue, Suite 301 I M'oaregville, North Carolina 23'115
704 663 1699

If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at barry,[e-mail].
Sincerely,
-0-- by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Charles J. Christy, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
Page 2 of 8

Environmental
Quality
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
Alliance Preparatory Schools, Inc.
Mecklenburg County
for the construction and operation of approximately 729 linear feet of 8-inch gravity sewer to serve a 700
student school as part of the Mallard Creek Academy project, and the discharge of 8,400 gallons per day
of collected domestic wastewater into the Charlotte Water existing sewerage system, pursuant to the
application received March 15, 2016, and 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
Environmental Quality 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 specified
citations contained therein.
byW. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038355
Permit Issued: March 29, 2016
Page 3 of 8

�UU��U���������������������������
~v��x n x.o~v�xx.omo n�� PERMIT °����x~on .�mvv~u~n
Alliance Preparatory s, Inc. iShereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
swwmAm and wastewater collected bvthis system shall be treated inthe Charlotte Water Mallard Creek
Wastewater Treatment Plant in accordance with Permit Number NCO030210.
Permitting ofthis project doesnmtconstitoteaoacceptanceofanypartoftheprojeotthatdoesnmtnaeet
15A NCAC2T; the Division's Gravity Sewer Minimum Design Criteria adopted February12, 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 iscontingent upon compliance with the Standard Conditions and any Special
Conditions identified below,
SPECIAL CONDITIONS
1. No flow in excess of the quantity permitted herein, 8,400 gallons per day, shall bemade 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)]
Z. This permit shall become voidable unless the agreement between Alliance Preparatory Schools, Inc.
and Charlotte Water for the collection and final treatment of wastewater is in full force and effect
Ill. STANDARD CONDITIONS
1. This permit isnot transferable. |nthe event there isadesire for the wastewater collection facilities
to change ownership, or there is m name change of the Pemnittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials oomay heappropriate. The approval mfthis request shall beconsidered nnits
merits and may ormay not beapproved. [ISAN[A[02T.0184;G.SI43'Z15.1(d3)l
Z. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 154 N[A[ 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 materials unless specifically mentioned herein. [15A NCAC 02T.01101
]. 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 atall times. 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 shall 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 (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 -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 fora 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 toknown nrunknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage orbreakage, etc.; or
b. Any S6[}and/or spill over 1,QOOgallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this, shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours maVm|so be reported to
the Division VfEmergency Management at telephone number(QOO) 858'0368or (919)73]-3300.
Persons reporting any ofthe above occurrences shall file aspill report bycompleting and submitting
Part | of Form [S'S6C} (or the most current Division approved form) within five days following first
knowledge ofthe occurrence. This report must outline the actions taken Vrproposed tmbetaken to
ensure that the problem does not recur. Part ||ofForm [5'SSO(or the most current Division approved
form) can also be completed to show that the SS[)was beyond control. [G,S. 149'215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled m as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge ofwastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facNibgs,thp completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents tothe address provided on the form. Acomplete certification is one where the form is
fully executed and the supporting documents are provided asapplicable, 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 PerminLee to
appropriate enforcement actions.
iythe permit ks issued tmaprivate entity with anOperational Agreement, then acopy mYthe Articles
of Incorporation, Dmc|aretions/Cwmeman's/Reotrict|ono,and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
Acomplete certification |» one where the form is fully executed and the supporting documents are
provided as applicable'. Supporting documentation shall include the following:
a. One copy ofthe project construction record drawings (plan & profile views mfsewer lines &'force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans oron digital media (C0 or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and xhpxv 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 to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If portable power
source or pump is dedicated to multiple stations, an evaluation ofall the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
tinnefrannes,shall 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 clearly 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. [ 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 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,
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)j
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 may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PER&0ITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Alliance Preparatory Schools, Inc.
VVQ003835S
Mallard Creek Academy
March 28,2O16
This projectshaU 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 besubmitted inamanner that documents the Division'sreceipt. Send the required documentation
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 hmcompletion
of this Certification shall be considered a violation of the permit and shall subject the Permhtee to
appropriate enforcement actions. The Pernmi1tse is responsible for tracking all partial certifications up
until afinal certification isreceived. AFinal Certification shall bemcomplete set ofrecord drawings and
design calculations regardless of whether partials have been submitted.
PES CERTIFICATION
ithe undersigned agent for the Pemnittee,hereby state that this project has been constructed pursuant
to the applicable standards f&requirements, the Professional Engineer below has provided applicable
design/construction information tothe Pemmittee, and the Permmhtee is prepared tooperate 8^maintain
the wastewater collection system permitted herein orportions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CEmnpcAnOm
|, _,axaduly registered Professional E rinthe State ufNorth Carolina,
having been authorized to observe (F� periodically, F—1 meekky, Fl fuU time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the bestof
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; 16A N[ACQ2T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
l996,asapplicable; the Division's Minimum Design Criteria forthe Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Sea|w/signature &date:
[]Fina| -—Partim|(imdudedmmcrution)
Certification Comments/Qualifiers (attach if necessary):
State ofNorth carplia\Env4n=eoWVuality|Water ecs"°m`|Water Quality Regional, on=atian.9
M"ore°icRegional ms=1^mEast Center Avenue, ouite,m1|Mooresville, North cm"uazmu
rm+e/*p^

Q 3a.
1b.
0
1c.
a 1d.
z 1f.
Z
Q 1h.
2
2a.
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Application Number:
(to be completed by DWR)
Owner/Permittee:
Alliance Preparatory Schools, .Inc.
Full Legal Name (company, municipality, HOA„ utility, etc.)
Justin Matthews, Chief Operations Officer
Signing Official Name and Title (Please review 15A NCAC 2T 0106 (b) for authorized signing officials)
The legal entity who will own this system is
LJ Individual 0 Federat 0 Municipality D State/County P
l Hock Parc Litt
ing Address
North Carolina
vote Partnership El Corporation
1e. Durham
State
954-815-9568 260-846-9568
Telephone Facsimile
Project (Facility) Information:
Mallard Creek Acadentr
Brief Project Name (permit will refer to this name)
3. Contact Person:
Charles les J. Christy, Wade 'frin
Name and Affiliation of Someone Who Can Answer Questions About this Application
828:337 0251
3b 3c, cchrisfy@wac'
Phone Number E-mail
Project is En New 0 Modification (of an existing permit) if Modification, Permit No.,
City
27704
Zip Code
1j. Jritattl7r,
E-mail
2b. Mecklenbu.rg
County Where Project is Loc
ed
cOni
2, Owner is 0 Public (skip to Item B(3)) Lj Private (go to item 2(a))
If private, applicant will be:
El Retaining Ownership (i.e. store, church, single office, etc.) e
© Leasing units (lots, townhomes, etc. - skip to Item B(3))
Ej Selling units (lots, townhomes, etc - go to item 8(2b))
arlotte-Mecklenburg Utilities
Owner of Wastewater Treatment Facility t "lt"ITF) Treati
4a. MallardCreekWastewater I'
Name of'WWTF
5aLL
ream Sewer
The origin of this wastewater
® Residential Subdivision
d Apartments/Condominiums
0 Mobile Home Park
Q School
0 Restaurant
Office
In Gravity 5c
Receiving Force Main
al
2b, If sold, facilities owned by a (must choose One
0 Public Utility (instruction D)
0 Homeowner Assoc/Developer (Instruction E)
Wastewater From "Thus Project
4b. NC0030210
.TF Permit No.
N/A �--
Permit
hat apply)'
10 Retail (Stores, shopping centers)
Q Institution
0 Hospital
© Church
© Nursing Horne
© Other (specify)
Volume of wastewater to be allocated or permitted for this particular project:
*Do not include future flows or previously permitted allocations
earn Sewer (Instruction F)
100 % Domestic/Commercial
Industrial
(Attach Description)
% Other
(Attach Descrio tiani
400 gallons per day
If the permitted flow is zero indicate why, N/A
© Pump Station. Outfall or Interceptor Line where Flow will be permitted in subsequent permits that connect to this line
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)
E A 1t1-14 APPLICATION
Page of

9. 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) 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).
700 Students @ 12GPD (School with cafeteria) = 8,400GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8 PVC SDR-35 729 IT
New Gravity or Additional
Force Main
Gravity Extention
11. Summary of Pump Stations wl associated Force Mains to be Pe ed (attach additional sheets as necessary) N/A
0 Pump Station Location ID: N/A (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
0
Design Flow Oerational Point Power Reliability Option
p
(MGD) GPM TIM
1 - permanent generator WATS; Force Main Size Force Main Length
@
2 - portable generator w/MTS
0
U.,
Pump Station Location ID:
Longitude: Latitude:
(self chosen - as shown on plans/map for reference)
Design Flow Operational Point Power Reliability Option
(MGD) GPMTDH
1 - permanent generator w/ATS; Force Main Size Force Main Length
ri
2 - portable generator w/MTS
12, Will the wastewater flow in the proposed sewer ines or pump stations be able to be directed to another treatrnent facility?
E] Yes El No If Yes, permit number of 2nd treatment facility
(RO — if "yes' to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Dpsiqn Criteria for the Permitting of PUMD Stations and Force Mains
(latest version), the ravity. Se Mini m Design Criteria (latest version) and 15A NCAC _Chapter 2T as applicable?
[g Yes El No
If No, complete and submit the Variance/Alternative Design Request (VADC 10-141 application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
ETA 10-14 APPLICATION
Page 5 of 6

14. Have the following perrlsitsI rttfcabons then submitted for approval for the system or project to be served?
WetlandiStream Crossings - General Permit or 4O1Certiflcation?
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver?
Stormwater?
15_ Does this, project in arbe any high priori
manholes)? T
Check if Yes; © and provide details:
Owner/Permittee's Certification:
Justin Matthews
reviewed by me and is accurate and coma
application are not completed and that if
application package is subject to being
Statutes 1-215.6A and 14,3-21
certification in any
as well as civil
nil
Yes L.l No [ NIA
al Yes lJ No [] NIA
[� Yes [] No r lA
EjYes ❑No nNIA
lines (15A NCAC_ 02T„ 4 iQ2
red hi f1 rrrl�lhr am rr�rast
Signing OSignature
APP
tJ)
Z
er
n
ning Official and Project Name)
at this application for Mallard Creek Academy has .been
the best of my knowledge. 1 understand that if all required pails of this
,red supporting documentation and attachments are not included„ This
d as incomplete, Note' In accordance with North Carolina General
ho knowingly makes any false statement, representation, or
misdemeanor, which may include a fine not to exceed $10„000
ines, siphons„ or interference
eve€1t six monk
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
CATION, 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 Certifi? ,lion. (Signature of Design Engineer and Project Name)
Charles J. Christi „attest that this application for Mallard Creek l cademy has been
reviewed by me and is accurate, complete and consistent with the information in the engineering plans, cafculatiorts, 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, t996, and the Minimum Design Criteria.for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 and Ibe 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 signaluro and seal signifies that l have reviewed this material anhave judged it to be consistent with
the proposed design, Note: In accordance with NC General Statutes i43-215.6A and 1437215,6B, any person who
knowingly mnkas any false .statement, representation, or certification in any applicafon 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. Charles
Professional Engineer Name
2b. Wade Trim., Inc.
Engineering Firm
2c 46 Haywood Street, Suite 334
Mailing Address
2d„ Asheville
City
29, j, 828- 337-O251 2h.
Telephone
88-255 1
Facsimile
FTA 10-14 APPLICATION
2e NC 2f 28401
State Zip
9 2i. cchristy(r:?wadetrit acorn
E-mail
Page 6 of ti

Department o:
State of North Carolina
tnent and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Wade Tr1tn, Inc .
Project Name for which flow is being requested: mai lard Cxeek Academy,
More than one FTSE may be required for a single project of the owner of the WHIP is not responsible for all pump
stations along the rouse of the proposed wastewater flow..
I, Complete this section only if you are the owner of the wastewater treat plant.
a. WWTP Facility Name: Mallard Creek WWTP
b. WWTP Facility Permit #: Nc001p71 o
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP'
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
Ao
0 .365
.470
4.0105
8.859
73._8%
[[. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (B)-(B+C) (E)
Design Obligated,
lump Average Daily Approx. Not Yet Total Current
Station Finn Flow** Current Avg. Tributary Flow Plus
(time or Capacity, (Finn / pf), Daily Flow, Daily Flow, obligated
Number) MGD MGD MGD MGD Flow
Available
capacity***
Firm Capacity of any pump station i,s defined as the mnaaimum pumped flow that
hieved with the largest pump taken rrut ofservice
** Design Average Daily ' ow is the firm caps
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < O.
Page 1 of 6
e pump station divided by a peaking
FIS

III. Certifictic n Statement:
I J. Card 6iil aces certify to the 'best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available ', ta. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendus for which I am the responsible party.
Signature of thi,,� i rnin Kicates acceptance of this wastewater flow.
Signing ai
Page2of6
l�
Date
I'"I"SF, 08-13

Along with this form, submit a color copy of a USGS Topographic Map to identify the project area and
waterbodies. Each map or maps must show the location of the sewer system and include location identifiers
where the system traverses over or near waterbodies. The map should have location ID's for each different
waterbody and corresponding classifications should be recorded.
Include the completed form and map portions with the permit application for submittal to the appropriate review
agency. A list of the Division's regional offices, their county coverage, and contact information can be obtained
from: http://portal.ncdenr.org/web/wg[hame/ro
Location
ID
A
Name of Waterbody1
River Waterbody Stream Waterbody
Basin Index No. Classification
Unnamed Tributary to Clarks Creek
Yadkin. Fee -Dee 13-17-5-2 C:
If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributaryjoin
! certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the Division's
instructions for classifying waterbodies and that the above
classifications are inclusive of the stated project, complete and
correct to the best of my knowledge and belief.
PE Seal, Signature and Date

R 0 C .DING
PROPOSED
ER EXTENSION ,:, `.XSTN FT Ni
EXISTING D
IAN0E.
CI ,ARLOITF,
PROPER'
E3QUNDARY
(A) CLARKS
USGS OPOGRAf H C
.. _ N T TO SCALE • ,A
WADETRIM
46 Haywood Sreet, Suite 334
Ashevd fe, NC 28801
828.255,11 g7
FAX: 828,255,1199
www.wadetrim.com Building relationships on a floundatio
AP

EXISTING WETLAND
PRIVATE DRIVE
i
PROPERTY LINE
ALLIANCE ED. SERVICES
MALLARD CRK. ACAD.
CHARLOTTE, NC
STREET LEVEL MAP
SEWER EXTENSION
PROPOSED BUILDING
PROPERTY BUILDING
PROPOSED SEWER
EXTENSION
/ EXISTING 8" DIP
/ (DOWNSTREAM POINT OF
CONNECTION)
I
PROPERTY LINE
N /
UT TO CLARKS CREEK
BROWNE ROAD
(SR 2480)
WADETRIM
46 Haywood Sreet, Suite 334
Asheville, NC 28801
828.255.1197
FAX: [phone]
www.wadetrim.com Building relationships on a foundation of excellence
STREET LEVEL MAP
SCALE: 1 "= 200'
SEC. -
,
- , -
BOOK #:
-
PAGE #: -
DR BY:
AET
COMP BY: -
CK BY:
CSC
SRVY BY: -
JOB #:
Z1R2002.01A
SHEET:
1
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WADETRIM
March 11, 2016
Division of Water Resources
Mooresville Regional Office
Water Quality Section
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Attention: Patrick Grogan, P.E.
Re: Fast Track Application
Mallard Creek Academy, City of Charlotte, NC
Dear Mr. Grogan:
vy
Enclosed please find our application and fee for a gravity sewer extension at 9142 Browne Road in
the City of Charlotte.
Alliance Education Services, Inc. is proposing an elementary charter school with a 700 student
capacity. The school building and separate gymnasium will require private sanitary sewer extension
that will tie into the existing 8"DIP located at the subject property.
If you have any questions during your review, please do not hesitate to con
Sincerely,
Wade Trim, Inc.
Charles.). Chris, , PE
Senior Project Manager
ZIR2002.O1A
pro jectwise\Docu meats \ Projects \AZir2OO2\o1a\Dots \ Permits \Sanitary Sewer\Coverletter.docx
Wade Trim, Inc.
46 Haywood Street
Suite 334
Asheville, NC 28801
us a
28.255.1197.
828.255.1197
828.255.1199 fax
www.wadetrim_corn

ADETRIM
h 11, 2016
Division of Water Resources
Mooresville Regional Office
Water Quality Section
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Attention: Patrick Grogan, P.E.
Re: Fast Track Application
Mallard Creek Academy, City of Charlotte, NC
Dear Mr. Grogan:
Enclosed please find our application and fee for a
the City of Charlotte.
Alliance Education Services, Inc, is proposing ar, _
capacity. The school building and separate gymnasium w..
that will tie into the existing 8'" DIP located at the subject properly.
If you have any questions during your review, please do not hesitate
Sincerely,
Charles J. Christ, PE
Senior Project Manager
ZlR2002.01A
projectwise\Documents\Projects \Z\Zir2OO2\Ola\Does\ Permits\Sanitary Sewer\Coverletter,docx
Wade Trim, to .
46 Haywood Street
Suite 334
Asheville, NC 28801
conta
ion
us a., _ 1197.
828,255.1197
828.255.1199 fax
www,wadetrimc©rn
L.0
T ?,

Corporations Division Page 1 of 1
North Carolina
Elaine F. Marshall TM ENT FFic
Secretary SECRETARY of STA-1,-
'PO Tkv, 298i2 tztai Sti, NC 274622 (3193107-2C I0
Click Here To:
Account
Login
Register
View Document Filings
Corporate Names
Legal: Alliance Preparatory Schools, Inc.
Non -Profit Corporation Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
State of Incorporation:
Registered Agent:
Corporate Addresses
1350883
Current -Active
Domestic
12/5/2013
United States Corporation Agents, Inc.
Reg Office:
Reg Mailing:
Mailing:
Principal Office:
6135 Park South Drive
Charlotte, NC 28210
6135 Park South Drive
Charlotte, NC 28210
907 Lillieshall Road
Waxhaw, NC 28173
907 Lillieshall Road
Waxhaw, NC 28173
http://www.secretary.state.ne.us/Search/profcorp/10402482
3/16/2016

Permit Number WQ0038355
Central Files: APS .^ SWP
3/29/2016
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Exdensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
6,400
Facility
Status
Active
Protect Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Mallard Creek Academy
Location Address
Owner
MajorlMinor
Minor
Facility Contact Affiliation
Region
Mooresville
County
Mecklenburg
Owner Name
*Alliance Preparatory Schools Inc
DateslEvents
Owner Type
Non-Govemment
Owner Affiliation
Justin Matthews
Chief Officer Operations
101 Hock Parc Ln
Durham
NC 27704
Orig Issue
3/29/2016
App Received
3/15/2016
Regulated Activities
School
Wastewater collection
Outfall
Draft Initiated
Scheduled
Issuance
Public Notice Issue Effective
3/29/2016 3/29/2016
Requested !Received Events
Expiration
Additional information requested
Additional information received
Waterbody Name Streamlndex Number Current Class Subbasin