WQ0041359_Application (FTSE)_20191219

D.., I �
W��
Division 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: W —I 1 3 5 /(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Movement Foundation (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual
® Corporation ❑ General Partnership
❑ Federal
❑ State/County ❑ Municipal
3. Signature authority's name: Casey
Crawford per 15A NCAC 02T .0106(b)
Title: Treasurer
4. Applicant's mailing address: 11405 Community House Road
City: Charlotte State: NC
Zip: 28277-
5. Applicant's contact information:
Phone number: [phone]
Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Movement School East
RECEIVED/NCI)EN ?ID`dUR
[:SEC 1 3 '919
WQROS
t�40ORCSVILLE REGIONAL OFFICE_
❑ Privately -Owned Public Utility
❑ Other
2. Application/Project status: ® 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: 35.209717' Longitude:-80.755278'
5. Parcel ID (if applicable): 10304127
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Greer
Firm: Oak Engineering, PLLC
Mailing address: 4929 Monroe Road
City: Charlotte State: NC
Phone number: [phone]
License Number: 33996
Zip: 28205-
Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek WWTP 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: inch
System Wide Collection System Permit Number(s) if applicable): WQCS
Owner Name(s):
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 ®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: % Domestic/Commercial 100 % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
4 Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0l 14(f) ❑ Yes ® No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01.14&
T Daily Design Flow e°b
No. of Units
Flow
School with Cafeteria
12 gal/Student
800
9,600 GPD
CATs Transit Center (Employee Bathrooms
Only) - General Business Facilities
25 gal/employee/shift
4
100 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
9,700 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 Atlantic Intracoastal 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: 9,700 GPD (per 15A NCAC 02T .0114)
➢ 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 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 198 Clay (Existing)
➢ 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)(13)_
➢ 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)
1•H
❑ 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(h1 & (a) ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum seoarations that shall be nrovided for sewer systems:
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 buildin 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(a) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications webnaee
➢ If noncompliance with 02T.0305(f) 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 ® 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 ❑ Yes ® 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.01.05(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 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

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/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:
1,
Greg Welsh
(Professional Engineer's name from Application Item III.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.
North Carolina Professional Engineer's seal, signature, and date: �••.
Note Regarding Certifications: ; oFEss Doti ;?
The sewer line being permitted was designed and constructed
:4 SEAL r
in the 1980's. The sewer line has been surveyed and inspected. 33996 s
To the best of my knowledge, it meets the state's gravity sewer :• ��
design criteria and minimum setback and separation requirements.F`c •`!.•'
lyy
....................... 4 r,.......................,J>>.................
$##glass
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I Casey Crawford 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. 1 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 143-215.6B, 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.
Signature•
Date: 12, - S - 1'1
FORM: FTA 04-16 Page 5 of 5

4
z -
inch
.
M 3 m ti 3 a m
Regal Estate
c
f
w -
o-
Tiara Ln _ o - - -
- C > a'o8v to
Cb ch u,
o` U
_... ., m CO 2>_��
�mY382, ooE�o��
Ap
Cl
C7
c Gr oue 1►€" f g 1
C*
�� 8 if r
zs C7
CO
c c v
Yy V CD�s$ iilGii y
col N •�rj
Ln It
LU
Co
11JPPu� c co p m
r� m �� p� U2 -- ae o
! wo
c
! r U u
co
IC
—ia0tlj3U'
Ul
9 U �J�, J1��7�• ' � a
aAt f
t-
,a
— v
0
. € L
�
FL `� g
w _LLJ
;-
�� �LU G O
w N y ca
4 = w
NN VCR
ZZLu
::� w tw- N
4s 15 Q `jo
`
.? '' O ILL Q l!J '
u
d i3 -

y"k
mIMF 94�
t„#
State of North Carolina
Department of Environmental Quality
Division of Water Resources
INNi"Nitmi, of Water r-�ar�ar� Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: OAK Engineering
Project Name for which flow is being requested: Movement School East
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: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NCo024970, NC0024945, NCO024937
All flows are in MGD
c. WWTP facility's permitted flow 99.00
d. Estimated obligated flow not yet tributary to the WWTP 13.06
e. WWTP facility's actual avg. flow 74.98
f. Total flow for this specific request 0.0096
g. Total actual and obligated flows to the facility 88.053
h. Percent of permitted flow used 88.9%
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)=(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 / p fl,
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): Albemarle Road at Eastland Mall
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-18

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 of this form certifies that the receiving
collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater.
Signing Official Signature
Chief Engineer
Title of Signing Official
Date
Page 2 of 6
FTSE l0-1S

SOSID: 1492962
Date Filed: 1/21/2016 12:09:00 PM
Elaine F. Marshall
North Carolina Secretary of State
i
C2015 237 00405
State of North Carolina --
Department of the Secretary of State
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR NONPROFIT CORPORATION
Pursuant to 155A-15-03 of the Honoree Statutes of North Carolina, the undersigned corporation hereby applies for a Certificate of
Authority to conduct affairs in the State of North Carolina, and for that purpose submits the following:
1. The name of the corporation is The Nownent Foundation, his.
and if that name is unavailable for use in the State of North Carolina, the name the corporation wishes
to use is:
2. The state or country under whose laws the corporation was orpmizsd is: shoe of Georgia, USA
3. The date of incorporation was Will 112012 -its period of duration'is:_ perpetual
4. The street address of the principal office of the corporation is:
Number and Street 11403 N. Comrtu * House Road I1200
City, State, Zip Code Charlotte NC 28277
S. The mailing address jfd(Q'erant fim the sftd addrorr of the principal office oftha corporation is:
6. The street address and county of the registered office in the State of North Carolina is:
Number and Street 11 W N, Communrrlty House Road #Wl
City, State, Zip Code Charlotte. NO 28277 County- Me"riburg
7. The mailing address if dWe►ent )m the serer addnw of the regiatorod office in the State of North Carolina is:
8. The name of the registered agent in the State ofNorth Carolina is: cs* Crawford
9. The names and usual business addressee of the current officers afthe corporation are:
Name Me Basinesa Add"$$
Toby Hants 11 President 11043 N. Community House Road e200. Charlotte NC 28277
Casey cmwfad Tress" 11040 N. Commw* Horne Road #2200, Chadolts NC 28277
Glenn Chembom Seerstsry 11048 N. Community House Road 0200, Charlotte NC 28277
Revised January 2000
Form N-09
CORPORATIONS DIVISION P. 0 BOX 29622 RALEIGH, NC 27626-0622

APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR NONPROFIT CORPORATION
Page 2
10. (Check one of the following,)
a. The corporation has members.
b. ✓ The corporation does not have members.
11. Attached is a certificate of existence (or document of similar import), duly authenticated by the Secretary of State or other
official having custody of corporate records in the state or country of incorporation.
12. If the corporation is required to use a fictitious name in order to carduct affbirs in this State, a copy of the resolution of its board
of directors, certified by its secretary, adopting the fictitious name is attached.
13. This application will be effective upon filing, unless a date andlor time is specified:
This the 14 day of 'August 20 15
The Movement Foundation, hc.
Namo of
Casey Crawford, Treasurer
Type or Print Name and Title
Notes:
1. Filing fee is $125. This document and one exact or conformed copy of this application must be filed with the Secretary of State.
Revised January 2000
Form N-09
CORPORATIONS DIVISION R 0. BOX 29622 RALEIG}H, NC 27626-0622

Control Number: 12003097
STATE OF GEORGIA
Secretary of State
Corporations Division
313 West Tower
2 Martin Luther King, Jr. Dr.
Atlanta, Georgia 30334-1530
CERTIFICATE OF EXISTENCE
I, Brian P. Kemp, the Secretary of State of the State of Georgia; do hereby certify under the seal of my
office that
THE MOVEMENT FOUNDATION, INC.
a'Domestic Nonprofit Corporation
was formed in the jurisdiction stated below or was authorized to transact 'business in Georgia on the
below date. Said entity is incompliance with the applicable filing and annual registration provisions of
Title 14 of the Official Code of Georgia Annotated and has not filed articles of dissolution, certificate of
cancellation or any other similar document with the office of the Secretary of State.
This certificate relates only to the legal existence of the above -named entity as of the date issued. It does
not certify whether or not a notice of,intent to dissolve, an application for withdrawal, a statement of
commencement of winding up or any other similar document has been filed or is pending with the
Secretary of State.
This certificate is issued pursuant to Title 14 of the Official Code of Georgia Annotated and is prima -facie
evidence that said entity is in existence or is authorized to transact business in this state.
Docket Number
:12451308
Datelnc/Auth/Filed
:01/11/2012
Jurisdiction
: Georgia
Print Date
: 1/15/2016
Form Number
: 211
k00100
i
Brian P. Kemp
Secretary of State

OAK] Greg Welsh <[e-mail]>
RE: [External] Re: Charlotte Private Sewer Research
1 message
Fertenbaugh, Christyn L <[e-mail]>
To: Greg Welsh <[e-mail]>, Garrett <[e-mail]>
You would have to ask Charlotte Water about their requirements for your project, as per your original email, they
have asked that you determine whether or not it was permitted by NCDEQ. If you are developing the parcel adjacent
that is served by this line, I would assume you will be adding building(s) and/or flow to the line (i.e. replacing what
was on the parcel), and that is likely why they inquired? I'm happy to provide as much information as I can regarding
anything we might have on file, but based on what has been provided previously, I have not been able to locate
anything that appears to be for this sewer line.
The provision regarding more than one building has been in place as long as the 02T Rules have existed, which were
originally ri
riginally promulgated around 2006. Prior to 02T, sewer extensions were governed by 02H and I am not overly
familiar with what was included in those Rules. I assume a similar provision was listed in 02H, as our MDC have been
in place since 1999 and carry over a lot of Rule -related items.
Charlotte Water may have permitted the line in 2006 when they added the building, but then it would be a public
sewer and not a private one — they are not delegated at this time to issue permits for private gravity sewers or private
pump station/force mains extensions.
I'm not sure if that helps clarify anything, but please let me know if I can provide further assistance.
ChrIstVn L. Fertenbaugh, P.E.
Environmental Engineer
PERCS Unit
Division of Water Resources
Department of Environmental Quality
"Subscribe to Collection System & Sewer Permitting Updates"
Please note that my phone number has changed to 919-707-3625.
919-707-3625 — Office

-OAK_
Greg Welsh <[e-mail]>
RE: [External] Private Sewer permit
1 message
..........
Fertenbaugh, Christyn L <[e-mail]> Nov 21, 2019 at 1:04 PM
To: Greg Welsh <[e-mail]>
Cc: "Jarrett, Jason" <jja rrett@ci. charlotte. nc. us>, "Buchanan, Emily" <Emily. [e-mail]. nc.us>, Garrett
<[e-mail]>
Hello,
I would recommend adding a qualifying statement to the certification page, next to the seal area, that states what you
mentioned in your email — that to the best of your knowledge it meets the criteria even though it is an existing line and not a
new one. That should be fine, and if the reviewer has any questions, they'll contact me and I can confirm.
Thanks,
Christyn L. Fertenbaugh, P.E.
Environmental Engineer
PERCS Unit
Division of Water Resources
Department of Environmental Quality
"Subscribe to Collection System & Sewer Permitting Updates"
Please note that my phone number has changed to 919-707-3625.
919-707-3625 — Office
919-807-6489 — Fax
christyn,[e-mail]
Mailing- 1617 Mail Service Center
Raleigh, NC 27699-1617
Physical; 512 N. Salisbury Street, Rm. 925S
Raleigh, NC 27604-1170

Greg Welsh <[e-mail]>
RE: [External] Private Sewer permit
1 message
Fertenbaugh, Christyn L<[e-mail]> Thu, Nov 21, 2019 at 1:07 PM
To: "Jarrett, Jason" <[e-mail]. nc.us>, "Buchanan, Emily" <[e-mail]>, Greg Welsh
<[e-mail]>
Cc: Garrett<[e-mail]>
Hello,
For this particular project, I would recommend estimating the current, actual flow for the CATS facility and including that in this
permit. Should the flow have been already permitted somewhere else, although we cannot locate the permit, the additional
"paper flow" will not adversely affect Charlotte Water's flow tracking, as "paper flow" converts to actual flow once the building
is in place, and then any remaining "paper flow" is removed once the actual flow is known — so the flow tracking will remain
the same with respect to the existing facility.
Hopefully that makes sense, but if you have any further questions, please let me know. Thanks!
Christyn L. Fertenbaugh, P.E.
Environmental Engineer
PERCS Unit
Division of Water Resources
Department of Environmental Quality
"*Subscribe to Collection System & Sewer Permitting Updates**
Please note that my phone number has changed to 919-707-3625.
919-707-3625 — Office
919-807-6489 — Fax
[e-mail]
Mailing: 1617 Mail Service Center
Raleigh, NC 27699-1617
Physical: 512 N. Salisbury Street, Rm. 925S
Raleigh, NC 27604-1170

North Carolina Secretary of State Search Results
Page 1 of' 1
- Upload a PDF Filing • Order a Document Online • Add Entity to My Email Notification List • View Filings
Non -Profit Corporation
Legal Name
The Movement Foundation, Inc.
Information
Sosld: 1492962
Status: Current -Active
Citizenship: Foreign
Date Formed: 1/21/2016
State of Incorporation:
GA
Registered Agent: Crawford, Casey
Addresses
Mailing
11045 N. Community House Road #200
Charlotte, NC 28277
Reg Office
11045 N. Community House Road #200
Charlotte, NC 28277
Principal Office
11045 N. Community House Road #200
Charlotte, NC 28277
Reg Mailing
11045 N. Community House Road #200
Charlotte, NC 28277
https://www.sosnc.gov/online services/search/Business Registration Results 12/16/2019

OAK
E N G I N E E R I N G
TRANSMITTAL
December 11, 2019
Mr. Barry Love REGEIVEDINCDENR/DWR
NCDEQ — Water Quality Section HC 13 2619
Mooresville Regional Office
610 E. Center Avenue
l'UGRUS
Mooresville, NC 28115 MOOM? SVILLE REGIONAL OFFICE
704-235-2143
RE: Movement School East
5249 Central Avenue, Charlotte NC
NCDEQ Private Sanitary Sewer Extension Permitting (Retroactive Permit for Existing System)
Mr. Love,
Enclosed are the following items for your use:
• Cover Letter
o Site Map
o Flow Tracking / Acceptance Form
• Fast Track Sewer System Application (Signed Original)
• NC Secretary of State Filing
• Check for $480.00 to NCDEQ
Please let me know if you need any additional information for your review of this project.
Sincerely,
Greg Welsh, PE
OAK E N G I N E E R I N G
oak.engineering
1 j PAGE

OAK
E N G I N E E R I N G
_ = ="M
December 5, 2019 C,EC 13 c'01,9
V,K)ROS
r'"RESV!LLE= REGAONAL OFFICE
COVER LETTER
RE: Private Sanitary Sewer Application: Movement School East
5249 Central Avenue, Charlotte NC
The Movement Foundation is renovating an existing facility and building a new two-story building
to support their proposed Movement School East, a charter school located at 5249 Central Avenue in
Charlotte, North Carolina (Parcel ID's 10304127 and 10304134). The proposed improvements will
include renovating the existing 35,000 SF building (the former Harris Teeter building), constructing a new
adjoining 2-story 63,000 GSF, adding approximately 125 vehicular parking spaces.
The existing and proposed building will be served by an existing 8-inch private gravity sanitary
sewer that crosses the adjoining property (formerly the Eastland Mall site). The private sewer connects to a
City -maintained 10-inch trunk line. In 2006 the Charlotte Area Transit System (CATS) built a regional transit
center on the Eastland Mall property. The sewer lateral serving the transit center was connected to the 8-
inch private sewer. There's no evidence that this was properly permitted. The enclosed application is
intended to permit the portion of the private sewer service that serves both facilities.
Thank you for your review of this project. If you have any questions regarding this submittal, please
contact me at qLeg_ cyak.enrgineeri� or by calling [phone].
Sincerely,
Greg Welsh, PE
OAKE N G I N E E R I N G
oak.engineering

Central Files: APS _ SWP _
12/19/2019
Permit Number WQ0041359
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
9,700
Facility
Facility Name
Movement School East
Location Address
Owner
Owner Name
The Movement Foundation Inc
Dates/Events
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Casey Crawford
11405 Community House Rd
Charlotte NC 28277
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
12/19/2019 12/13/2019
12/19/2019 12/19/2019
Regulated Activities
Requested /Received Events
Food preparation, other
Additional information requested
School
Additional information received
Wastewater collection
Outfall
Waterbody Name Streamindex Number Current Class Subbasin