WQ0038902_Application (FTSE)_20210825

To:
n-sch
RECEIVED/NGL)E ,.,L 4VR
AUG 1 8 2021
WOROS
MOORESVILLE REGIONAL OFFICE
Alfred Benesch & Company
2359 Perimeter Pointe Parkway, Suite 350
Charlotte, NC 28208
www.benesch.com
P 704-521-9880
F 704-521-8955
NCDEQ— Water Quality Section
Mooresville Regional Office
Attn: Barry Love
610 E. Center Avenue
Mooresville, North Carolina 28115
Date: 08/13/2021 1 Job No. 17000358
Subject: East Meck HS Classroom Addition — Private
Sanitary Sewer Permit Modification Application —
1st Submittal
® Mail
Delivery
❑ Messenger ❑ Next Day Delivery
WE ARE SENDING YOU:
COPIES
DATE
®Attached
DESCRIPTION
❑ UPS Ground ❑ Other: Hand
❑ Under separate cover:
1
08/13/21
Cover Letter for FTA 04-16
1
n/a
FTA Application Instructions / Checklist
1
8/13/2021
Check No. 230091 (Review Fee)
1
8/6/2021
FTA 04-16
1
05/05/21
Water and Sewer Flow Acceptance Letter
1
05/05/21
Flow Tracking for Sewer Extension Application (FTSE-10-18)
1
n/a
8.5 x 11 USGS Topo Map
1
n/a
8.5 x 11 Site Aerial Map
1
n/a
Original permit package
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑Submit copies for distribution
® As requested ❑ Returned for corrections ❑Return corrected prints
❑ For review and comment
Remarks: Barry,
Enclosed are application documents to permit approximately 107-LF of private sanitary sewer to
serve a new classroom addition in Charlotte, NC. These items are being submitted for your review
and/or approval.
Please let us know if you have questions or require additional information.
cc: Brian Cannella, PLA
Signature: David Gusty, PE
PS01-0998-06 form

benesch
East Mecklenburg High School Classroom Addition
Benesch Project #: 17000358
Alfred Benesch & Company
2359 Perimeter Pointe Parkway, Suite 350
Charlotte, NC 28208
www.benesch.com
P 704-521-9880
F 704-521-8955
RECEIVED/NDDEQ/DWR
AUG 1 8 2021
WQROS
August 13, 2021 MOORESVILLE REGIONAL OFFICE
Private Sanitary Sewer Application Cover Letter
This private sanitary sewer modification (Permit No WQ0038902) will serve a new classroom
building at 6800 Monroe Road in Charlotte, Mecklenburg County, North Carolina (Parcel ID:
18923101). The private modification to be permitted will consist of (3) new manholes, and 107-
LF of new 8-inch PVC gravity sewer. The proposed private gravity sewer main will discharge to
an existing public 8-inch PVC gravity service line on the property, which is owned and operated
by Charlotte Water (PWS ID# 0160010). Ultimately, wastewater flows will terminate at the
McAlpine Creek, Irvin Creek and Sugar Creek Wastewater Treatment Plants (Permit #
NC0024970, NC0024945, NC0024937).
The total flow increase as a result of this project is approximately 16,250 gallons per day (gpd).
In addition to this cover letter, the following items are being submitted as part of the sewer
extension application package:
• Executed FTA 04-16
• Application Fee $480
• Flow Acceptance Letter
• Flow Tracking / Acceptance Form (FTSE 04-16)
• Site Map — 8.5"xl 1" USGS Topographic Map
• 8.5"x11" Aerial Map
• Original permit package

n 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: l/ QOU52_, D k (to be completed by DWR)
All items must be completed or the application will be returned A U G 1 8 2021
I. APPLICANT INFORMATION:
RECEIVED/NCDEQ/DWR
WOROS
MOORESVILLE REGIONAL OFFICE
1. Applicant's name: Charlotte -Mecklenburg Schools (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ® State/County ❑ Municipal ❑ Other
3. Signature authority's name: Gary S. Adams per 15A NCAC 02T .0106(b)
Title: Director of Architecture
4. Applicant's mailing address: 3301 Stafford Drive
City: Charlotte State: NC Zip: 28208-
5. Applicant's contact information:
Phone number: [phone] Email Address: garys.adams(aicros.k12.nc.us
II. PROJECT INFORMATION:
1. Project name: East Mecklenburg High School Classroom Addition
2. Application/Project status: ❑ Proposed (New Permit) ►/ Existing Permit/Project
If a; modification, provide the existing permit number: WQ0038902 and issued date: 12/02/16
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: 35.177° Longitude: -80.7575°
5. Parcel ID (if applicable): 18923101
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1 Professional Engineer: David Gusty License Number: 049977
Firm: Alfred Benesch & Company
Mailing address: 2359 Perimeter Pointe Parkway, Suite 350
City: Charlotte State: NC Zip: 28208-
Phone number: [phone] Email Address: dgustyAbenesch.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek WWTP Permit Number: NC0024970, NC0024945, NC0024937
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 ►ZIN/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 LIN/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ZN/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
% Industrial (See 15A NCAC 02T .0103(201)
>Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
❑ Yes ❑ No
® No
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
High School - Fixtures
250 gal/day/fixture
65
16,250 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
16,250 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 16,250 GPD (per 15A NCAC 02T .0114)
> Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
0 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
0 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
107
PVC
> 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(0):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
➢ 15A NCAC 02T 0305(f) 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
**My 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
**My 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(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
individual permits or 401 Water Quality Certifications?
> Information can be obtained from the 401 & Buffer Permitting Branch
® Yes ❑ No
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.01.05(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:
I, 1 fit! t b %-+5-rk( j attest that this application for
(Professional Engineer's name from Application Item III.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 143-215.6B, 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:
049977
r/ O
I ` e
.. O sNo1NE.E ;":k seee
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Zoz.(
I (44\i Q,LAHS t (L.inve orAz--EI ` 1 oz C 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 retumed 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 143-215.6B, 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: 06. ,- 26
FORM: FTA 04-16 Page 5 of 5

CHARLOTTE
May 5, 2020
Mr. David Gusty
Alfred Benesch & Co.
2359 Perimeter Pointe Parkway
Suite 350
Charlotte, NC 28208
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
EAST MECKLENBURG HIGH SCHOOL CLASSROOM ADDITION
6650 MONROE ROAD, CHARLOTTE NC
CLTWATER TRACKING# 20202162
After analysis of the sanitary sewer associated with the proposed project, 20202162, EAST
MECKLENBURG HIGH SCHOOL CLASSROOM ADDITION, it was determined that there is
sufficient capacity to accommodate the proposed sewer flow of 16,250 gallons per day (65 fixtures x
250 gpd/fixture) at the connection point(s) indicated on the submitted utility plan for transmission to
the McAlpine Creek Wastewater Treatment Plant; NPDES permit number NC0024970, for
treatment. This acceptance of flow is based upon the existing capacity of the designated publicly
owned treatments works. Please see attached NCDEQ-FTSE form.
Charlotte Water (CLTWater) 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
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
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 CLTWater and sewer system is accepted on a first
come, first served basis.
The applicant should understand that this letter is not authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
If the appropriate authorization to construct permits are not obtained and construction has not
started within two (2) years of issuance of this flow acceptance, and payment for any service
connections have not been received within two (2) years of issuance of this flow acceptance letter,
this flow acceptance approval shall be rescinded and a new flow acceptance request must be made.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
GwidLLe rw4.o- Av .zorta•
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
t? Operated by the City of Charlotte

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Alfred Benesch & Co.
Project Name for which flow is being requested: East Mecklenburg High School Classroom Addition
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.
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, NC0024937
All flows are in MGD
c. WWTP facility's permitted flow 99.00
d. Estimated obligated flow not yet tributary to the WWTP 10.651
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
72.158
0.01625
82.810
83.7%
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): East Mecklenburg High School
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 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.
Signing Official Signature
Chief Engineer
Title of Signing Official
5/4/2020
Date
Page 2 of 6
FTSE 10-18

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Water Resources
ENVIRONMENTAL. QUALITY
December 2, 2016
Gary Adams, Director of Architecture
Charlotte Mecklenburg Schools
3301 Stafford Drive
Charlotte, NC 28202
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. WQ0038902
Charlotte Mecklenburg Schools
East Mecklenburg High School Classroom
Addition
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Adams:
In accordance with your application received November 30, 2016, we are forwarding herewith Permit No.
WQ0038902 dated December 2, 2016, to Charlotte Mecklenburg Schools (Permittee) for the construction
and operation upon certification of the subject wastewater collection system extension. This permit shall
be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations
as specified therein. This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 1508 of North Carolina. General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
State of North Carolina 1 Environmental Quality. l Water Resources 1 Water Quality Regional Operations
Mooresville Regional Office' 610 East Center Avenue; Suite 301 Mooresville, North Carolina 28115
704 663 1699

environmental
Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to
Charlotte Mecklenburg Schools
Mecklenburg County
for the construction and operation of approximately 120 linear feet of 6-inch gravity sewer to serve the
East Mecklenburg High School Classroom Addition project, and the discharge of 12,600 gallons per day of
collected domestic wastewater into the Charlotte Water existing sewerage system, pursuant to the
application received November 30, 2016 , and in conformity with 15A NCAC 2T the Division's Gravity
Sewer Minimum Design Criteria adopted February 12,1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting data subsequently filed and approved by the Department of
Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
con does n , li at(iigns contained therein.
re, a._ byW. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number WQ0038902
Permit Issued: December 2, 2016
Page 3 of 8

operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
.f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
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.
The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24,
following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

c.. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
• in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(0
9. A copy of theconstruction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C, •
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)]
Page7of8

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:
000:5 71j
e completed by DWR)
All items must be comnleted or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Charlotte Mecklenburg Schools (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership [] Privately -Owned Public Utility
0 Federal ►X1 State/County ❑ Municipal 0 Other
3. Signature authority's name: Gary Adams per I5A NCAC 02T .0106(b)
Title: Director of Architecture
4. Applicant's mailing address: 3301 Stafford Drive
City: Charlotte State: NC Zip: 28202-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1.
Project name: East Mecklenburg High School Classroom Addition
2. Application/Project status:
Proposed (New Permit) 0 Existing Permit/Project
Ifa 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: 35.1777° Longitude: -80.7575°
5. Parcel ID (if applicable): 18923101
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I . Professional Engineer: James R. 13aysinger 11 License Number: 34628
Firm: Stewart. Inc
Mailing address: 101 North Tryon Street, Suite 1400
City: Charlotte State: hIf Zip: 28202-
Phone number: (704) 09-3503 Email Address: [e-mail]
stewartinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek. Irwin Creek, Sugar Creek Permit Number: NC0024970, NC0024945, NC0024937
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (If different than WWTF):
1. Permit Number(s): WQ-unknown (1963) Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): East Mecklenburg High School
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?
El 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 / 4 N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
4. Origin of wastewater: (check all that apply):
❑ Residential Owned
(� Residential Leased
School / preschool / day care
0 Food and drink facilities
0 Businesses / offices / factories
►vA
❑ Yes ®No )1 N/A
❑ Retail (stores, centers, malls)
[] Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
0 Nursing Horne
5 Nature of wastewater : 100 % Domestic/Commercial 0 % Commercial
0 % Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(0? ❑ Yes
➢ If yes. provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
El Car Wash
Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
® Yes ®No
Establishment Type (see 02T.0114(f))
Daily Design Flow 0
No. of Units
Flow
High School - Students
15 gal/student
840
12,600 GPD
gall
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
12,600 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 12,600 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 2of5

Vit. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (Inches)
Length (feet) Material
6
120 PVC
➢ Section 1I & 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: 0 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 l SA NCAC 02T .0305(h)(I):
® Standby power source or pump with automatic activation and telemetry - 1 SA 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 - I5A 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)):
I . Does the project comply with all separations found in I 5A NCAC 02T .0305(f) & (g)
I SA NCAC 02T fl30S{ t} contains minimum separations that shall be providcd for sewer systems:
►Z1
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 11 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
I 0 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
D 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
D **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
D 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)
D 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
D As built documents should reference the location of areas effected
Yes ❑ No
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? 1It Yes ❑ No
This would include Trout Buffered Streams per I SA NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ► ( Yes ❑ No
> Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
> Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ►mot Yes ❑ No
Per 1SA NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are beingprepared, 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 ISA 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 0 No
D 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 1SA NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: PTA 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?
►t
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 supporthe documents.
2. Professional�Engineer's Certification:
I, .J u-t V►'1 N. `a 51 ei ►fire r
(Professional Engine is na it from Application Item III.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. 1 further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (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 1 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
attest that this application for
*ESsj
Al r-' 462 _
4' 1AY�Q
N',a
1)'
6 .1(. e, %, i /` Pt e) t attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
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 ail 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. 1 also understand that if ail 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.
Date:
FORM: FTA 04-16 Page 5 of 5

CHARLOTTE
October 11, 2016
Mr. Jamey Baysinger
Stewart, Inc.
101 N Tryon St
Suite 1400
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
EAST MECKLENBURG HIGH SCHOOL CLASSROOM BUILDING
6800 MONROE ROAD, CHARLOTTE NC
CLTWATER TRACKING# 20161075
A flow acceptance study of the subject site has been completed and the following has been
determined:
This review has been set to major/conditional due to capacity concerns at Permanent Flow
Monitoring Site 2. These concerns should be addressed with the completion of the McMullen Creek
Relief Parallel Sewer project. All other sanitary sewer infrastructure associated with the proposed
project was found to have sufficient capacity to accommodate the proposed sewer flow of 12,600
gallons per day (840 student classroom building x 15 gpd/student) from this project for transmission
to the McAlpine Creek Wastewater Treatment Plant; NPDES permit number NC0024970, for
treatment. This acceptance of flow is based upon the existing capacity of the designated publicly
owned treatments works. Please see attached NC DEQ FTSE form.
Charlotte Water (CLTWater) 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
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CLTWater system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water
systems, as the appropriate local or State permits are required prior to construction. /f the
appropriate authorization to construct permits are not obtained construction has not started within
one (1) year of issuance of this flow acceptance, and payment for any service connections have not
been received within (1) year of issuance of this flow acceptance letter, this flow acceptance
approval shall be rescinded and a new flow acceptance request must be made. If you have any
questions, please do not hesitate to contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
en Operated by the City of Charlotte

c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Stewart, Inc .
Project Name for which flow is being requested: East Mecklenburg HS classroom Building
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. Completethis 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, NC0024937
All flows are in MGD
99.0
11.766
71.262
0.0126
83.040
83.9%
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 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 MGD 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 (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): East Mecklenburg High School Sewer Outfall (1963)
Downstream Permit Number: unknown
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Carl Wil son 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 indicates acceptance of this wastewater flow.
Signing Offic
ature
iv\ Date
Page 2 of 6
FTSE 04-16

;MONROE ROAD
ijLijjij
1111111
33 oaa
4
1, 1111

November 29, 2016
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, North Carolina 28115
Re: Charlotte Mecklenburg Schools
East Mecklenburg High School Classroom Addition
Fast Track Application FTA 10-14
To whom it may concern;
Enclosed please find the Fast Track Application for the referenced project.
The project includes the construction of a private sanitary sewer extension to serve
a new building, including approximately 30 linear feet of 6" gravity sanitary sewer
and approximately 90 linear feet of 4" gravity sanitary sewer from a new building to
connect to the existing private gravity sewer system.
This package includes the following;
• Check #1470 in the amount of $480.00
• Application and Checklist (FTA 04-16)
• Street level map (by Google, 2015)
• USGS Quad map (by Google Earth)
• Charlotte Water flow acceptance letter (10/11/2016)
• Flow Tracking/Acceptance for Sewer Extension (FTSE 04-16)
Please contact me with any comments or questions at [phone].
Sincerely,
Jamey Baysinger
Project Manager
Enclosures (listed above)
CC: Tim Ames, CMS
TRONGER BY DESIGN
101 NORTH TRYON ST.
SUITE 1400
CHARLOTTE, NC T 704.334.7925
28202 F 704.334.7926

Love, Barry F
From: James Baysinger <[e-mail]>
Sent: Thursday, December 01, 2016 4:14 PM
To: Love, Barry F
Subject: CMS EMHS and LIK8 - Fast Track Sewer applications
Attachments: Page 3 of 5 from East Meck HS NCDEQ DWR Application CMS signed 12-01-16.pdf;
Page 3 of 5 from LIK8 FTA 04-16-signed.pdf
Barry,
Please find attached replacement pipe length tables for both East Meck High School and Language Immersion K-8
School.
Thanks,
James R. Baysinger II, P.E., LEED AP® I Project Manager
STEWART
STRONGER BY DESIGN
Direct 704.909.3503
Main 704.334.7925
Mobile [phone]
101 N. TRYON ST., STE 1400, CHARLOTTE, NC 28202
Visit us at www.stewartinc.com
1

Central Files: APS ® SWP
12/2/2016
Permit Number WQ0038902
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuie
Permitted Flow
12,600
Facility
Status
Active
Version
1.00
Project Type
New Project
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
East Mecklenburg High School Classroom Addition
Location Address
Owner
Major/Minor
Minor
Facility Contact Affiliation
Region
Mooresville
County
Mecklenburg
Owner Name
Charlotte Mecklenburg Schools
Dates/Events
Owner Type
Government - County
Owner Affiliation
Anthony B. Ansaldo
3301 Stafford Dr
Charlotte
NC 28208
Orig Issue
12/2/2016
App Received
11/30/2016
Regulated Activities
Draft initiated
Scheduled
issuance
School
Wastewater collection
Outfali
Public Notice Issue
12/2/2016
Requested /Received Events
Effective
12/2/2016
Expiration
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin