WQ0042591_Application (FTSE)_20210607

ENGINEERING
Transmittal
Mc2 Engineering, Inc.
2110 Ben Craig Dr., Ste. 400
Charlotte, NC 28262
Phone [phone]
Fax [phone]
[e-mail]
To: NCDEQ
610 E. Center Avenue
Mooresville, NC 28115
Attention: Debbie Luckman
704-663-1699
Project #: 19-027
Date: 6/3/21
RECEIV
JUN - 7 2021
WQROS
MOORESVILLE REGIONAL OFFICE
n For Your Information
- A- s Requested
g For Your Approval
n F- or Your Review
Project:
United Community School
g�s`,,;�„ , xz F-,
� ,' a �'r , r,
r.�ik ••. r. .%u �' , r .< �
§�i'� z
�.
„'•ice, a..
.„
�.h�•R�.
a ,t
2
6/1/21
Cover Sheet
1
Application Fee for $480
2
FTA
2
4/23/21
Flow Acceptance Application
2
-
Topographic Site Map
2
-
Aerial Site Map
2
Company Articles of Incorporation
Comments: Please contact our office if any additional information is
needed at this time.
CC:
Jeffey l McClus
President
https://mc2engineering.sharepoint.com/sites/Projects/Shared Documents/I9-027 United
Community Charter/Correspondence/Transmittal/NCDEQ - SS FTA.doc

ENGINEERING
Transmittal Project #: 19-027
Mc2 Engineering, Inc.
2110 Ben Craig Dr., Ste. 400
Charlotte, NC 28262
Phone [phone]
Fax [phone]
[e-mail]
To: NCDEQ
610 E. Center Avenue
Mooresville, NC 28115
Attention: Sanitary Sewer Permitting Unit
704-663-1699
Date: 6/1/21
n
E
D
For Your Information
As Requested
For Your Approval
For Your Review
Project: United Community School
� es
te
e f t
_ � �.��;� � ,s,
2
6/1/21
Cover Sheet
1
Application Fee for $480
2
FTA
2
4/23/21
Flow Acceptance Application
2
-
Topographic Site Map
2
-
Aerial Site Map
2
Company Articles of Incorporation
Comments: Please contact our office if any additional information is
needed at this time.
CC:
Jeffrey 1. McCluske PE
President
https://mc2engineering.sharepoint.com/sites/Projects/Shared Documents/19-027 United
Community Charter/Correspondence/Transmittal/NCDEQ - SS FTA.doc

ENGINEERING
SITE/CIVIL ENGINEERING
LAND PLANNING
STORM WATER MANAGEMENT
UTILITY ENGINEERING
CONSTRUCTION ADMIN
June 1, 2021
Mooresville Regional Office
610 E. Center Avenue
Mooresville, NC 28115
Re: Sanitary Sewer Collection for United Community School
The proposed project includes constructing 346.04 linear feet of 6" PVC/DIP
gravity sanitary sewer. This new system will serve the existing school campus
along with the proposed 3 new modular classroom buildings.
The property is located in Charlotte which is in Mecklenburg County, NC. The site
is located at 1406 Suther Road and is more specifically defined as PIN 049-343-04
which is owned by The Roman Catholic Diocese of Charlotte. The school shares
property with the Catholic Church
The existing church system is separate from the school sanitary sewer collection
system.
'ds
Jeffrey. I ;Cluskey, P
President

DIvlslrin of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
��
Application Number: f bt)4t1 2r
'J 1 (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: United Community School, Inc. (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual
RECEIVED/NCDEQ/DWI$
JUN - 7 2021
WQROS
MOORESVILLE REGIONAL OFFICE
Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Erika Hedgepeth per 15A NCAC 02T .0106(b)
Title: Executive Director
4. Applicant's mailing address: 1406 Suther Road
City: Charlotte State: NC Zip: 28213-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: United Community School
❑ Other
2. Application/Project status: /4 Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.298970° Longitude: -80.728984°
5. Parcel ID (if applicable): 049-343-04
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jeff McCluskey License Number: 29606
Firm: Mc2 Engineering, Inc.
Mailing address: 2110 Ben Craig Drive, Suite 400
City: Charlotte State: NC Zip: 28262-
Phone number: [phone] Email Address: JeffAmc2eng.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Mallard Creek WWTP Permit Number: NC0030210
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 Permit Number(s) (if applicable): WQCS
Owner Name(s): Charlotte Water
FORM: FTA 04-16 Page 1 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 /4N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreeent (FORM: DE' been attached?
1 Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FOR Vl• 1-IOA) been attached?
❑ Yes ❑No ►1N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned
❑ Residential Leased
® School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
% Industrial (See 15A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T.0 1 14(f)? ❑ Yes ►1 No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01.14(f))
Daily Design Flow "'b
No. of Units
Flow
School w/ 360 students no cafeteria/gym
locker rooms
10 gal/day
360
3,600 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
3,600 GPD
a See 15A NCAC 02T .01 14(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 Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-44).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 3,600 GPD (per 15A NCAC 02T .01 14)
➢ 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 & AMC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
6
346.04
PVC & DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
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):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ 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):
➢ 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.
➢ 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

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(t) & (g)
> 15A NCAC 02T.0305(fl contains minimum separations that shall be provided for sewer systems:
Yes ❑ No
Setback Parameter*
Separation Required
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 slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(t) or (g), 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 4 N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or U Yes ►1 No
individual permits or 401 Water Quality Certifications?
> Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? // Yes ❑ No
Per I5A 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 Al 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 be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

Y. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Desip.n Criteria for the Permitting of Pt 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/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I, cCce, b Hs-eksk.e
(Professional Engineer's name from Application Item 1I1.1.)
attest that this application for
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 143-215.6B, 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
rrr�Irr'I
North Carolina Professional Engineer's seal, signature, and date:
ssp.
8/0
. SEAL ra
c_ % 29606
amp of W
O°1/ ©' M Q Gp ,0°
3. Applicant's Certification per
5A NCAC 02T .0106(b):
-e'p
(Signatnee Afthority's name & title from Application Item I.3.)
attest that this application for
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.GB, 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.
Signature:
Date:
FORM: FTA 04-16
Page 5 of 5

Map data ©2021 Google

ER
c e�YR e
(E�2 uvoN:
y� > ,
Carolina's -at
r / z
-\« Charlotte
uv adm 2 1
s { \

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: United Community School
Project Name for which flow is being requested: United Community School
More than one FTSE may be required for a single project if the owner of the WWTP 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: Mallard Creek WWTP
b. WWTP Facility Permit #: NC0030210
All flows are in MGD
c. WW I'P facility's permitted flow 12.00
d. Estimated obligated flow not yet tributary to the WWTP 1.137
e. WW I'P facility's actual avg. flow 9.433
f. Total flow for this specific request 0.0036
g. Total actual and obligated flows to the facility 10.570
h. Percent of pennitted flow used 88.1%
II. 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)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm /pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* The Firm Capacity (design flow) 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
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): Unknown
Downstream Permit Number: Unknown
Page 1 of 6
FT
E 10-18

III. Certification Statement:
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 of this form certifies that the receiving
collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater.
4/23/2021
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2 of 6
FTSE 10-18

6/1/2021 North Carolina Secretary of State Search Results
• Upload a PDF Filing • Order a Document Online • Add Entity to My Email Notification List • View Filings
Non -Profit Corporation
Legal Name
United Community School, Inc.
Information
Sosld: 1299806
Status: Current -Active 0
Date Formed: 2/1/2013
Citizenship: Domestic
Annual Report Due Date:
Registered Agent: Hedgepeth, Erika
Addresses
Mailing Principal Office Reg Office Reg Mailing
7612 Metroliner Court 7612 Metroliner Court 7612 Metroliner Court 7612 Metroliner Court
Charlotte, NC 28213 Charlotte, NC 28213 Charlotte, NC 28213 Charlotte, NC 28213
Officers
https://www.sosnc.gov/online_services/search/Business_Registration_Results 1 /1

C201303000424
State of North Carolina
Department of the Secretary of State
ARTICLES OF INCORPORATION
NONPROFIT CORPORATION
SOSID: 1299806
Date Filed: 2/1/2013 8:37:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C201303000424
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.
1. The name of the corporation is: United Community School, Inc.
2, ✓ (Check only if applicable.) The corporation is a charitable or religious corporation as defined in NCGS §55A-1-40(4).
3. The street address and county of the initial registered office of the corporation is:
Number and Street 7612 Metroliner Court
City, State, Zip Code Charlotte; NC 28213
County Mecklenburg
4. The mailing address if different from the street address of the initial registered office is:
5. The name of the initial registered agent is:
Erika Hedgepeth
6. The name and address of each incorporator is as follows.
Erika Hedgepeth, 7612 Metroliner Court, Charlotte, NC 28213
7. (Check either a or b below.)
a. _The corporation will have members.
b. se The corporation will not have members.
8. Attached are provisions regarding the distribution of the corporation's assets upon its dissolution.
9. Any other provisions which the corporation elects to include are attached.
10. The street address and county of the principal office of the corporation is:
Number and Street 7612 Metroliner Court
City, State, Zip Code Charlotte, NC, 28213 County Mecklenburg
11. The mailing address if different from the street address of the principal office is:
Revised January 2000
CORPORATIONS DIVISION P. O. BOX 29622
Form N-01
RALEIGH, NC 27626-0622

12. These articles will be effective upon filing, unless a later time and/or date is specified:
This is the
jday o
,20t.
Signature of Incorpoeator
Erika Hedgepeth INCORPC) AT(►R
Type or print Incorporator's name and title, if imy
NOTES:
1. Filing fee is $ 60. This document must be filed with the Secretary of State.
Revised January 2( 00 Form N-01
CORPORATIONS DIVISION
P. O. BOX 29622 RALEIGH, N 27626-0622