WQ0036826_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department of Environment and Na
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder
Governor Director
November 13, 2013
Mr. Mathew Lucareili
2001 Suttle Avenue LLC
610 East Morehead Ste, 250
Charlotte, NC 28202
Subject: Permit. No. WQ0036826
Invest Collegiate Charter School
Wastewater Collection System Extension
Mecklenburg County
Dear Mr. Lucarelli:
ura
Resources
John E. Skvarla, III
Secretary
In accordance with your application received on November 6, 2013, we are forwarding herewith to
Permit No. WQ0036826, dated November 13, 2013, to the 2001 Suttle Avenue LLC 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from the date of issuance until rescinded, and shall be subject to the conditions and limitations as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 and supplement shall be considered a part of this permit and are
therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
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 responsibility of the 2001 Suttle Avenue LLC 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 Iimitations 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 150E of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 2.7699-6714. Unless such demands are made, this permit shall be final and binding.
Mooresville Regional Office
Location: 610 East Center Ave, Suite 301 Moorelite, NC 26113
Phone: [phone] R Fax. [phone] ) Customer Service' 1 77 ; 3- 7
Ontemet. www.ncwaterqualitveorq
An Equal Opportunity t ACEjmoat e Arbon EnpEoyer
One
NorthCarolina
Naturally

ZU01SutteAvenue LL[
.
If you need additional information concerning this matter, please contact Sujatha Nagulapally at (704)
I]5-2143nrvia e-mail at Suatha.Nagu|apak|v@ncdencgov.
for Thomas ALReeder
Division nfWater Resources
byMichael Parker
Regional Supervisor
Water Quality ReA|000U Operations Section
Mooresville Regional Office
[l/ Mooresville Regional Office
Brian [. Smith, P.E,Project Engineer, Urban, Design Partners /e-comv\
Water Resources Central Files
PER[S(e'copy)

ALIA
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
2001 Suttle Avenue !LC
Mecklenburg County
for the construction and operation of approximately 558 linear feet of 8-inch gravity sewer and
approximately 280 linear feet of 6-inch gravity sewer to serve the invest Collegiate Charter School
project and the discharge of 14,400 gallons per day of collected domestic/commercial wastewater into
the Irwin Creek Wastewater Treatment Facility existing sewerage system, pursuant to the application
received November 6, 2013, 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 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
specified conditions and limitations contained therein.
Permit issued this 13th day of November, 2013.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0036826

SUPPLEMENT TO PERMIT COVER SHEET
2001 Suttle Avenue LLC 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 Irwin Creek Wastewater
Treatment Facility (NC0024945) prior to being discharged into the receiving stream,
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 February 12, 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 compiiance with the Standard Conditions,
I. SPECIAL CONDITIONS
If, at any time, the additional wastewater flow volume made tributary to this server extension is believed to
exceed the value permitted herein, a modification shall be requested for this permit from the Division of
Water Resources to properly allocate the subject wastewater flow.
2. No flow in excess of the quantity permitted herein, 14,400 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 of Water Resources.
II. 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.
2. 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 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.
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.

4. 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 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 feast 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. Noncompliance Notification:
ThePermitteeshaUreporthytelephonetoawaternesouroeuaUmemberattheMomresvUMmReQiona|8fficm
telephone number 704 663 -1689^ 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 tuknown o, unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.;or
b' Any SSQand/or spill over l,DOOgallons; or
c. Any SSOand/or spill, regardless nyvo|ume.that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not beconsidered as the initial verbal
report. Overflows and spills occurring outside normal bus�nezo 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 spill report bycompleting and submitting Part of Form CS-53O (or the most
current Division approved form) within five days following first knowledge ofthe occurrence. This report must
outline the actions taken or proposed tobe taken to ensure that the problem does not recur, Part U of Form
CS-SSO (or the most current Division approved form) can also be completed to show that the SSO was beyond
control.
6. 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 ufthe Sta1e�
7� Per 15A N[A[ 2T.0116, upon completion of construction and prior to operation ofthese permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents, tothe address provided onthe form. Acomplete certification /sone 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 Permittee to appropriate enforcementactions.
If the permit is issued to a private entity with an Operational Agreement then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
Acump|ete certification isone where the form isfully executed and the supporting documents are provided vs
appHcab|e. Supporting documentation shall include the following:
a. One copy ofthe project construction record drawings (plan & profile views of sewer lines & force mains)
mfthe wastewater collection system extension. Final record drawings should be dear on the plans or on
digital media ([n or DVDdisk) 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 pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage if portable generator(s) orstorage greater than longest
past three year outage reliability option selected) for any pump stations permitted as part of this project,

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.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. 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.
10. 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.
11. 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 28 .0200 and 15A NCAC 2H .0500.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: 2001 Suttle Avenue LLC Permit No. WQ0036826
Project: Invest Collegiate Charter School Issue Date: 11/13/2013
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer fines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format, Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form, Permit
modifications are required for anv changes resulting _in non-cliance with this permit, mutations or
minimum design criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore it is hiahly recomrnended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
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 Perrnittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof,
Printed Name, Title
Signature
Date
ENGINEER'S CERTIFICATION
Partial El Final
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (0 periodically, EI weekly, 11 full time) the construction of the subject 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 02T; 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
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received, Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions,
DWR Use Only:
Flow from this project is tributary to:

STATE OF NOR"I'FH CAROL NA
COUNTY OF Mecklenburg
of
Permit No.
DEVELOPERS OP l RATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this day
November 201.3__ , by and between, the North Carolina I;nvironmentaI Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and 2001
Suttle Avenue LLC , a corporation/general partnership registered/licensed to do business in the State
of North Carolina, hereinafter known as the DEVELOPER.
WITNESSED -I:
1. The DEVELOPER is the owner of the certain lands lying in Mecklenburg County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Invest Collegiate Charter Scho©I (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to
serve the Development on said lands.
The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, rnai.ntain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the tune of filing of the
Declaration, the (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of th.e
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining,. re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the partres
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law,
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. 'ate DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
:for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available
to repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no Iimit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration
is filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of
the Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Coleen H. SuIlins, Director
Division of Water Quality
14,
(Date)
2001
Name o
By:
(Signature)
venue LLC
Matthew Lucarelli, Agent
Print Name and Title
(Date)
*It 22

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner!Permittee:
a. 2001 Suttle Avenue LLC
1 b.
lc.
Full Legal Name (company, municipality, HOA, utility, etc,
Application Num
(to be completed by
stthew Lucarelli, Agent
en Official Name and Title 061b)for authorized signing
rung(Pleasereview 15A NCAC 2T �01 _ officials)
The legal entity who will own this system is:
Individual ❑ Federal ❑ Municipality ❑ State/County 0 Private Partnership Z Corporation a Other (specify):
} Id. 610 East Morehead Street, Suite 250 ..
11- Mailing Address
z
NC
State
1 h, 704-597-7757
Telephone
F- acsimile
1 e, Charlotte
City
1 g, 28202
Zip Code
matt beacondevel pment.com
E-mai
2. Project (Facility) Information:
2a. Invest Colleg'ate Charter School 2b. Mecklentburg
Brief Project Name (permit will refer to this name) County Where Project is Located
3.. Contact Person:
3a. Brian D. Smith, Proect Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
b. 704-334-3303 ext 102
Phone Number
Project is ® New ❑ Modification
Owner is 0 Public (skip to Ilem B(3))
3c. [e-mail]
E-mail
ing permit) If Modification, Permit No,:
Private (go to Item 2(a))
2a, If private, applicant will be:
® Retaining Ownership (i.e. store, church, single office, etc.) or
Leasing units (lots, townhomes, etc, - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
4a.
_ Charlotte -Mecklenburg Utilities
Owner of Wastewater Treatment Facility
Irwin Creek Wastewater
Name of WWTF ...._..
2b, If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction D)
❑ Homeowner Assoc./Developer (Instruction E)
Treating Wastewater From This Project
4b, NC0024945
WWTF Permit No,
_Charlotte -Mecklenburg Utilities!5b. Gravity `,5c.
Owner of Downstream Sewer ;Receiving Sewer Size 0 Force Main
S. The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
0 Apartments/Condominiums
❑ Mobile Home Park
❑ School
0 Restaurant
0 Office
Permit # of Downstream Sewer (Instruction F
❑ Retail (Stores, shopping centers)
Z Institution
Ej Hospital
Church
0 Nursing Home
❑ Other (specify):
100 %© Domestic/ Commercial
°/© Industrial
(Attach Description
% Other
(Attach Description)
Volume of wastewater to be allocated or permitted for this particular project: 14,400 gallons per day
*Do not include future flows or previously permitted allocations
if the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent per nits that connect to this line
0 Flow has already been allocated in Permit No,
O Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
ETA 08-13 APPI fCA3'IC)N Page 3 of 6

-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) 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).
,
1200 students @ 12 gpd/student = 14,400gpd - -
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
>=orce Main
8
558
gravity
6
280
gravity
•
W
H11.
Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
0
Pump Station Location ID: (self chosen - as shown on planslmap for reference)
VLongitude:
Latitude:
Z
0
Q
2
Flow
Designp
(MGD)
Operational Point
GPM @TDH
Power Reliability tyOption
-
1 - permanentgenerator w!ATS;
2 - portable generator w!MTS
Force Main Size
Force Main Length
le
0
LLL.
Z
Pump Station Location ID: (self chosen - as shown on planslmap for reference)
1—
Longitude: Latitude:
IY
W
a
Oi
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
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?
D Yes 0 No If Yes, permit number of 2°' treatment facility :
(RO — if "yes" to B,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?
I
Yes
■
No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 08-13 APPLICATION
Page 4 of 6

14, Have the following per been submitted for approval for the system or project to be served?
WetiandfStrearn Crossings - General Permit or 401 Certification? 0 Yes 0 No NiA
Sedimentation and Erosion Control Plan? Yes 0 No 0 N/A
Trout Buffer Waiver? 0 Yes 0 No N/A
Stormwater? Yes 0 No 0 N/A
Does this project include any high priority nines (15A NCACO2T .04 2 ) involve aerial lines, siphons, or interference
manholes)? These lines will be conelldered high priority and rnlrst be checked once every six months
Check if Yes: 0 and provide details:
1a.
Owner/Permittee's Certification: (Signatu
e of Signing Official and Project Name)
1, Matti -tow Lucarelli _ attest that this application for Invest Collegiate Charter School
has been reviewed by me and is accurate and complete to the best of my knowledge, f understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143.275,E and 143-215.6B, any person who knowingly makes any false statement, representation, or
certificati any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as well as up to $25,000 per violation.
Signin
1►fs(r3
Dale
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
vJ TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .03Q 5
0
2.. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
Brian D. Smi h ,attest that this application for Invest ColleQiate Charter School
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. r 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 1 have reviewed this material and have judged it to
be consistent with the proposed design, Note: In accordance with NC General Statutes 143-215.6A and 143-215,6E1, 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
2a. Brian 0. Smith, PE
Professional Engineer Name
2b. Urban #3esi n Partners, PLLC
Engineering Firm
2c. 1318 Central Avenue, Suite E6
Mailing Address
2d. charlotte
City
2e, NC 2f. 28205
State Zip
2g, 704-334.3303 2h, 04- 34" 3305 21, brian@urband stet art e
Telephone Fads€mile E-mail
I TA 08-I3 APPLICATION
Page 5 of 6

FORM 'WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
2001 Su Avenue, LLC
ect Name
Invest Collegiate Charter School
Profession
al Engineer Name ering Firm Name
Brian D Smith, PE Urban Design Partners, PLLC
Name of Waterbody
Stewart Creek
County
River
Basin
ecklenburg Catawba
Waterbody Stream Waterbody
Index No. Classification
37-1-2.
unnamed, ind6cate "unnamed tr:butary to X", where X is the named watert ady to which the unnamed tributaay ioi
1 certify that as a Registered Professional Engineer in the State of
North Carolina that l 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
*** END OF FORM WSCAS-12/07 ***
FORM: WSCAS-12/07
Page

•
CHARLOTTE_
CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
October 25, 2013
Mr. Pete Lash
Beacon Partners
601 E Morehead Street
Suite 250
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
INVEST COLLEGIATE CHARTER SCHOOL
TAX PARCEL# 067-014-02
C-MU TRACKING# 600-13-632
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte -Mecklenburg Utility Department agrees to accept the gravity sewage flow of 14,400 gallons per
day (1,200 students x 12 gpd/student) from this project for transmission to the Irwin Creek Wastewater
Treatment Plant; NPDES permit number NC0024945, for treatment. This acceptance of flow is based on
the existing capacity of the designated publicly owned treatment works. Please see attached FTSE form.
Charlotte -Mecklenburg Utility Department 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 # 0160010, on file with the Public Water Supply Section of NCDENR.
However, C-MUD cannot guarantee a constant pressure or quality of flow.
Charlotte -Mecklenburg Utility Department 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 Charlotte -Mecklenburg
Utility Department system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water and sewer
systems, as the appropriate local or State permits are required prior to construction. !f the appropriate
authorization to construct permits are not obtained and construction has not started within one (1) year of
issuance of this flow acceptance letter and payment for any service connection(s) has not been received
within (1) year of issuance of this flow acceptance letter, this flow acceptance approval shalt be rescinded
and a new flow acceptance study must be made. If you have any questions, you may contact me at (704)
432-5801.
Sincerely,
Barbara Gross
Engineering Assistant
04.13
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT
Engineering Division • Installation & Development Services
www.cmutilities.com
700 North Tryon Street
Charlotte, NC 28202
Ph: 704/432-5801
Fax: [phone]

Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project. Applicant Name:
Beacon Partners
Project Name for which flow is being requested:
Invest Collegiate Charter School
Afore than one E may be required for a single project if the owner of the WTI) is not responsible for all pump
stations along the route Ville proposed wastewater flow.
I. Complete this section only if you are the owner of the
wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irvin Creek, Sugar Creek WWTP
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
All flatus are in MGD
99.0
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the W
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
WTP 11.287
66.8
0.0144
77.026
77.8%
I1. 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) (D)=(B+C) (E)w(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pf), Daily Flowl Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity of any pump station is defizied as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
xx Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
x 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 < 0.
Page 1 of 6
FTSE 08-13

I1I. Certification Statement:
£_c-r, certify to the' best of my knowledge that the addition of
the volume of fastewater 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 data. This certification applies to those items listed'above in Sections I and 11
plus all attached planning assessment addendurns for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
/0/2/1/3
Signing Official
igraature
Page2of6
Date
FTSE 08-13

3899
3898
aw Enforcemen
enter Ai rp©rb

North Carolina Secretary of State
Page 1 of 1
NIA It.
▪ • .1/11:.'1:'
• 6,444
•tea
Account Login Register
North Carolina
Elaine F. Marshall DEPARTMENT OF'n•IE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626--0622 [phone]
Date: 11/7/2013
Click here to:
View Document Filings
Corporation Names
Name Name Type
NC 2001 SUTTLE LEGAL
AVENUE LLC
Limited Liability Company Information
Status: Problem Report
Effective Date:
Citizenship: DOMESTIC
Registered Agent
Agent Name:
Office Address: NO ADDRESS
Mailing Address: NO ADDRESS
Principal Office
Office Address: NO ADDRESS
Mailing Address: NO ADDRESS
Officers
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
1926
http://w vw.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=10352816 11/7/2013

TRANSMITTAL
URBAN
DESIGN
PARTNERS
1318 e-6 central avenue P 704.334.3303
charlotte, nc 28205 F 704,3343305
To: NCDEN'R - Sewer Date: 11/5/2013
Mooresville Regional Office
610 East Center Avenue
Mooresville, NC
Phone:
Fax:
Project Name: Invest Collegiate
Project No: 11 -015
Transmitted Via: Action:
❑ Overnight
Courier
❑ Hand
❑ Mail
❑ Fax
] For Approval
❑ For Your Use
❑ As Requested
❑ For Review & Comment
❑ For Signature
Date Descriration
fast track application (1 original & 1 copies)
operation agreement (1 original & 1 copies)
check - $480
low acceptance letter
quad map
Comments
attached is the submittal package for the fast track application for the above
referenced project. please call with questions/comments.
Brian Smith
Cc:

Date: November 5, 2013
To. NCDENR
Mooresville Regional 0ffsce
610 East Center Avenue, Suite 30
Mooresville, NC 28115
Re: invest Collegiate Charter School
Project No, 13-029
To whom it may conceal,
Attached is the submittal package for a private sewer extension in Mecklenburg County to the
serve the above referenced project: This project will beconstructed in two phases. The first
phase includes one education building and associated parking. The second phase will be
another education building combined with a gymnasium. Both phases are shown on the plans.
The private sewer will connect to a public main along Irwin Creek on the adjacent property. The
private extension includes 55-linear feet of 8-inch PVC sewer and 280,-linear feet of 0-inch PVC
lateral serving Building 1. The design flow is calculated in accordance with 15A NCAC 2T .0114
as 14,400 gpd. This design flow was calculated for the future enrollment of 1200 students.
Should you have any questions about the sewer or supporting documentation please contact
me:
Brian D. Smith, P.E.
Partner
Urban Design Partners

Permit N urn
Central Files' APS
Q0O+ 826 Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sujatha.nagulapally
Coastal SW Rule
Permitted Flow
14400
Facility
Facility Name
Invest Collegiate Charter School
LocationAddress
Owner Name
2001 Suttle Avenue LLC
Status Project Type
Active New Project
Version
1.00
Permit
Permit Ciassifncet
Individual
Affiliation
MajoriM nor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Matthew LucarelP'i
610 E Morehead St
Charlotte
NC 28202
App Received
11/06/13
test A..eLivitse=
Scheduled
ksstaance
Public Notice issue,
11/13/13
Re
Effective
11/13/13
Expiration
Insvution, other
WasiewaL6r coe'cnDTI
NULL L
Addition
f dth.tiOria receiv
W terbedy Name
Stream index Number Current Class

Prr FAS, TRAGX ENGINEERING CERTIFICATION
Permittee: 2001 Suttle Avenue LLC
Project Invest Collegiate Charter School
Permit No. WQ0036826
Issue Date: 11/13/2013
Complete and submit this form to the permit issuing regional office with the following:
e One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension, Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format Record drawings should indicate the design and the marked up changes dunng construction,
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 thls project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
Modifications are required for any changes resulting in non-compliance with this Permit, regulations or
eninirritim design criteria. Modifications shguld be eubmitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation, Therefgre. it is higgly recommended:that this certification
be sept in a manner that provides proof Qf receipt by the Division.
PERMITTEE'S CERTIFICATION
I, ni/IF 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 hej orp11ons thereof,
a u
ENGINEER'S CERTIFICATION
Li Partial E Final
Brian D, Smith
a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observeperiodically, Li weekly, 0 full time) the construction of the subject 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 02T; 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,
North Carolina Professional Engineer's
Seal, signature, and date:
‘
•••6...,
4.9
myri,
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
The Permittee is responsible for tracking all partial
wastewater flow made tributary to the wastewater
Engineer's Certification shall be considered a violation
enforcement actions.
DWR Use Only:
Flow from this project is tributary to:
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
certifications up until a final certification is received, Any
collection system extension prior to completion of this
of the permit and shall subject the Permittee to appropriate
e

Date: April 17, 2014
t
T Mike Parker
NQDENR-t ivision of Water Quality
Charlotte Regional Office
Surface Water Protection
10 East Center Avenue, Suite 301
Mooresville, NC 211
Re: invest Collegiate Charter School
PermitNumber: WQ0036826
Project No: 1 -02
Dear 1r marker,
Enclosed please find the certification for the above referenced project. The project was
approved on November 13, 2013 under permit number WQ0036826. Included are copies of the
record drawing produced by the surveyor and updated design drawing'with the asuilt
information. Please call with any questions,
Brian I . Smith, P.E.
Partner
Urban Design Partners