WQ0040010_Application_20180517

)W c2
ENGINEERING
Transmittal Project #: 17-059
Mcg Engineering, Inc. Date: 04/23/18
2110 Ben Craig Dr., Ste. 400
Charlotte, NC 28262
Phone [phone]
Fax [phone]
Jeff @ Mc2eng.com
To: NCDEQ ❑ For Your Information
610 E. Center Avenue ❑ As Requested
Mooresville, NC 28115 ® For Your Approval
Attention: Sanitary Sewer Permitting Unit ❑ For Your Review
704-663-1699
Project: East Voyager Academy — Charlotte, Mecklenburg Co.
Copies
Dated
Description
2
Cover Sheet
1
Application Fee for $480
2
FTA (1 original/l copy)
2
Flow Acceptance
2
Topographic Site Map
2
Aerial Site Map
2
Company Annual Report
MAY 16 2018
WQROS
MOORESVILLE REGIONAL OFF
Comments: Please contact our office if any additional information is
needed at this time.
CC:
Jeffry cClusl
President
C:\UsersUeffM\Documents\sync\LandProjects\17-058 E Voyager
Academy\Correspondence\Transmittal\NCDEQ.d oc
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ENGINEERING
SITE/CIVIL ENGINEERING
LANG PLANNING
STORM WATER MANAGEMENT
UTILITY ENGINEERING
CONSTRUCTION ADMIN
April 18, 2018
Mooresville Regional Office
Attn: Water Quality Section
610 E. Center Avenue
Mooresville, NC 28115
Re: Sanitary Sewer Collection for East Voyager Academy
The proposed project involves converting an existing church (Harvest Community
Church) into a K-8 charter school. The plan is to remove the existing pump station
within the existing building and then gravity connect that building and the
proposed modular classroom building into a site pump station. The site pump
station will then reconnect into the existing forcetnain on-site.
The capacity is based on 350 students x 10 gpd/student which equals 3500 gpd.
The package duplex pump station will also include an on-site backup generator and
controls.
The property is located at 7429 Tuckaseegee Road in Charlotte, Mecklenburg
County, NC. The site is located on the east side of Tuckaseegee Road and is more
specifically defined as PINS: 055-51142, 20 & 21 and is currently still owned by
the Harvest Church Inc of Charlotte.
4
Jeffrey�lusketi P
President

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: Y ' ov&n/o (tobecompletedbyDWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: East Voyager Academy (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual E Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name:.iian X Zhang per 15A NCAC 02T .0106(b)
Title: Board Chair RECEIVEDINCDENRIDWR
4. Applicant's mailing address: 7429 Tuckaseegee Road MAY 16 2018
City: Charlotte State: NC Zip: 28214
5. Applicant's contact information: WOROS
MOORESVILLE REGIONAL OFFICE
Phone number: (�U3 931-6078 Email Address: wuxyjjrggyahoo.com
II. PROJECT INFORMATION:
1. Project name: East Voyager Academy
2. Application/Project status: E Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000_ and issued date:
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.243868° Longitude: -80.95212°
5. Parcel ID (if applicable): 055-511-12
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jeff IvlcCluskey License Number: 29606
Firm: Mc2 Engineering, Inc.
Mailing address: 2110 Ben Craig Drive, Suite 400
City: Charlotte State: NC Zip: 28262-_
Phone number: (70) 510-9797 Email Address: Jeffgmc2eng corn
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek W WTP Permit Number: NCO024970
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System PermitNumber(s) (if applicable): WQCS_
Owner Name(s): Charlotte Water
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV), been attached?
[]Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
® School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T.0 103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T.01 14(f)? ®Yes ❑ No
➢ If Yes, Provide a copy of flow, reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(fl)
Daily Design Flow' °
No. of Units
Flow
School
10 gal/student
350
3,500 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
3,500 GPD
a See 15A NCAC 02T .0114(b) (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlanticlntracoastal Waterway_ to_ be_ used as vacation -rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 3 500 GPD (per 15A NCAC 02T .0114)
)o Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & NIDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Dlaterial
6
328.17
PVC & DIP
Y Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Y Section III contains information related to minimum slopes for gravity sewer(s)
Y Oversizing lines to meet minimum slope requirement is not allowed and a violation of the NIDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) —±2T.0305 & MDC (Puma Stations/Force Mains):
COMPLETE FOR EACH PUNIP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: l
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.243838° Longitude: -80.951955°
3. Design flow of the pump station: .0034 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 49.0 gallons per minute at 43.8 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
3
252
PVC
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
Y Required for all pump stations with an average daily -flow greater than or equal to 15,000 gallons per day
Y Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
Y It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
Y If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

M SETBACKS & SEPARATIONS — (02B.0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305M & (g) ® Yes ❑ No
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewer systems:
Setback Parameter"
Separation Reuired
Storm sewers and other utilities not listed below vertical)
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines(horizontal - reclaimed over sewer
2 feet
"Any private or public water supply source, including any wells, WS -I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS -I or WS -V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top sloe of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any svOmming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ *"Stream classifications can be identified using the Division's NC Surface Water Classifications weboaae
➢ If noncompliance with 02T.0305(f) or (s), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per I5A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer PermittingBranch
ranch
5. Does project comply with 15A NCAC 02T.0 105(c)(6 (additional permits/certifications)? ® Yes [:]No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high-priority?"
Per 15A NCAC 02T.0402, "high-priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall he inspected by the permittee or its representative at least once every six -months and inspections
documented per I5A NCAC 02T.0403(a)(5) m• the permitee's individual System -Nide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents for
review. Apuroval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I, Jeffrey D. McCluskey attest that this application for
(Professional Engineer's name from Application Item I11.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I 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 (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). 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 General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package 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 violate I MA
North Carolina Professional Engineer's seal, signature, and date:
` SEAL
M 29606
P �•
3. Applicant's Certification per 15A NCAC 02T .0106(b):
X. Zhang attest that this application for
(Signature Authority's name & title from Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I 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. I understand that any discharge of wastewater from this
non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should
a condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be
returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any
false statement, representation, or certification in any application package 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.
9112� 2 /g
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
3 Division of Water Resources
Ufv€t�3an nt %Vt kcr Resooeces Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: East Edu Foundation
Project Name for which flow is being requested: E. voyager Academy
More than one FTSE may be required far a single project if the owner of'the GVWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit#: NC0024970, NC0024945, NCO024937
All flows are int MGD
c. WWTP facility's permitted flow 99. 0
d. Estimated obligated flow not yet tributary to the WWTP 11.37
e. WWTP facility's actual avg. flow 64.79
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
0.0035
76.16
76.9-
0II.
11. 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) (F)=(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 Flow,
Daily Flow,
Obligated Available
Number) MGD MGD MOD
MGD
Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pt) 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 < 0.
Downstream Facility Name (Sewer): 7533, 7307 & 7325 Tuckaseegee Rd.
Downstream Permit Number: unknown
Page 1 of 2
FTSE 04-16

III. Certification Statement;
I Keri Cantrell 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 data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature ophis form indicates acceptance of this wastewater flow.
Date
Page 2 of 2
FTSE 04-16

State of North Carolina
Department of the Secretary of State
ARTICLES OF INCORPORATION
NONPROFIT CORPORATION
SOSID: 1536943
Date Filed: 8/15/2016 9:19:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C2016,221 00073
Pursuant to §55A-2-02 of the General Statutes of North Carolina, the undersigned corporation does hereby submit these Articles of
Incorporation for the purpose of forming a nonprofit corporation.
I. The name of the nonprofit corporation is: East Voyager Academy
2. X (Check only if applicable.) The corporation is a charitable or religious corporation as defined in NCGS
§55A-1-40(4).
3. The name of the initial registered agent is: Jlan X. Zhang
4. The street address and county of the initial registered agent's office of the corporation is:
Number and Street: 11644 Clingman Lane
City: Charlotte State: NC Zip Code: 28214 County: Mecklenburg
The mailing address if differentfrom the street address of the initial registered agent's office is:
Number and Street or PO Box:
City: State: NC Zip Code: County:
5. The name and address of each incorporator is as follows:
Jian X. Zhang, 11644 Clingman Lane, Charlotte, NC 28214
6. (Checkher a or b below.)
a. he corporation will have members,
b The corporation will not have members.
7. Attached are provisions regarding the distribution of the corporation's assets upon its dissolution.
8. Any.other, provisions which the corporation elects to include are attached.
CORPORATIONS DIVISION P. 0. BOX 29622 RALEIGH, NC 27626-0622
Revised September, 2013 Form N-01

9. The street address and county of the principal office of the corporation is:
Principal Office Telephone Number: 704-906-8686
Number and Street: 11644 Clingman Lane
City: Charlotte
State: NC Zip Code: 28214 County:
Mecklenburg
The mailing address if different from the street address of the principal office is:
Number and Street or PO Box:
City.: State: Zip Code: County:
Privacy Redaction
10. (Optional): Please provide a business e-mail addr
The Secretary of State's Office will e-mail the business automatically at the address provided at no charge p
when a document is filed. The e-mail provided will not be viewable on the website. For more information
on why this service is being offered, please see the instructions for this document.
11. These articles will be effective upon filing, unless a future time and/or date is specified:
This is the 1 St day ofAugust 2016
East Voyager Academy
(Incorpo or Business Entity Name) +�
ignature ofincorporator
Jian X Zhang, Board Chair
Type or print Incorporator's name and title, if any
NOTES:
1. Filing fee is $60. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P. 0. BOX 29622 RALEIGH, NC 27626-0622
Revised September, 2013 Form N-01

Purpose of Corporation
This corporation is organized for the following purpose(s) (check as applicable):
/ religious,
V charitable,
educational,
_testing for public safety,
_scientific,
_literary,
_fostering national or international amateur sports competition, and/or
_prevention of cruelty to children or animals,
including, for such purposes, the making of distributions to organizations that qualify as
exempt organizations under Sections 501(c)(3) and 170(c)(2) of the Internal Revenue
Code of 1486 (herein the "Code") (or the corresponding provisions of any future United
States Internal Revenue Code).
Prohibited Activities
No part of the net earnings of the corporation shall inure to the benefit of or be
distributable to, its members, directors, officers, or other private persons except that the
corporation shall be authorized and empowered to pay reasonable compensation for
services rendered and to make payments and distributions in furtherance of purposes set
forth in these articles of incorporation. No substantial part of the activities of the
corporation shall be the carrying on of propaganda or otherwise attempting to influence
legislation, and the corporation shall not participate in or intervene in (including the.
publishing or distribution of statements) any political campaign on behalf of or in
opposition to any candidate for public office. Notwithstanding any other provisions of
these articles, the corporation shall not carry on any other activities not permitted to be
carried on (a) by a corporation exempt from federal income tax under Section 501(c)(3)

of the Code or (b) by a corporation, contributions to which are deductible under Section
170(c)(2) of the Code.
Distributions Upon Dissolution
Upon the dissolution of the corporation, the Board of Directors shall, after paying or
making provision for the payment of all of the liabilities of the corporation, dispose of all
of the assets of the corporation exclusively for the purposes of the corporation in such
manner, or to such organization or organizations organized and operated exclusively for
religious, charitable, educational, scientific or literary purposes as shall at the time
qualify as an exempt organization or organizations under Section 501(c)(3) of the Code
as the Board of Directors shall determine, or to federal, state, or local governments to be
used exclusively for public purposes. Any such assets not so disposed of shall be
disposed of by the Superior Court of the county in which the principal office of the
corporation is then located, exclusively for such purposes or to such organizations, such
as the court shall determine, which are organized and operated exclusively for such
purposes, or to such governments for such purposes.

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Non -Profit Corporation
Legal Name
East Voyager Academy of Charlotte
Prev Legal Name
East Voyager Academy
Information
Sosld: 1536943
Status: Current -Active
Citizenship: Domestic
Date Formed: 8/15/2016
Registered Agent: Zhang, Jian X
Addresses
Mailing
11644 Clingman Lane
Charlotte, NC 28214
Principal Office
11644 Clingman Lane
Charlotte, NC 28214
Reg Office
11644 Clingman Lane
Charlotte, NC 28214
littps:Hviww.sosnc.gov/online_services/search/Business_Rcgistration Results
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Reg Mailing
11644 Clingman Lane
Charlotte, NC 28214
5/17/2018