WQ0038902_Regional Office Historical File Pre 2018

Water Resources
ENVIRONMENTAL QUALITY
December 2, 2016
Gary Adams, Director of Architecture
Charlotte Mecklenburg Schools
3301 Stafford Drive
Charlotte, NC 28202
PAT MCCRORY
(sorer or
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. W00038902
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.
W00038902 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be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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 permi
Condition li.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition I1.4:
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 Nottlt arolrrta i l vta ournental brainy ( Water Resources I Water Quality Regional operations
Mooresville Regional Merl 610 East entea Avenue, Stnita 301 I Mooresville, North Carolina 28115
04 663 1699

If you need additional information concerning this matter, please contact Barry Love at (?i)a-29.4
or via e-mail at [e-mail].
Sincerely,
F4,Q by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: James R. Baysinger II, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
Page 2 of 8

t�
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
condo s ; nns contained therein.
ce,12_._by W. 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

'v
SUPPLEMENT �����Ulr � �����
.���n ro.m.v�un�v�" "�� PERMIT n�*��u~"m �w*^.w~"
Charlotte Mecklenburg Schools
is
hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected bxthis system shall be treated in the Charlotte Water McAlpine Creek
Wastewater Treatment Plant in accordance with Permit Number NCO024970.
Permitting ofthis project domsnotcmnstituteanacceptanceofmnyparfoftMep 'ectthatdoesnotnmeet
15A NCA[ IT the Division's Gravity Sewer Minimum Design Criteria adopted February1Z, 2996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1,2000 as applicable, unless specifically mentioned henyin. Division approval:
is based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in
the application. It shall: be the Permittee's responsibility to ensure that the as -constructed projectrmee1s
the appropriate design criteria and ru\eo.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
1^ SPECIAL CONDITIONS
. No flow in excess of the quantity permitted herein, 12,600 GPD shall be made tributary to the subject
sewer system until an application for permit modification for an increase in flow has been submitted
tnand approved bythe Division. [1SAN[ACO2T.0]O4/bB
Z. This permit shall become voidable unless the agreement between Charlotte Mecklenburg Schools and
Charlotte Water for the collection and final treatment of wastewater is in full force and effect. (15A
11,STANDARD CONDITIONS
1 This permit is not transferable. In the event there b n desire for the wastewater collection facilities
to change ownership, or there is m name change of the pemnhtee, a fomneK permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials asmay beappropriate. The approval ofthis request shall beconsidered onits
merits and may ormay not beapproved. [1S4N[ACOIT.01O4;G.5143-31S.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions ofthis permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum DesinCriteriafor
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000,aoapplicable; and
other supporting materials unless specifically mentioned herein. (15A NCAC 02T.0110]
I This permit shall be effective only with respect to, the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T 01101
4. The wastewater cu|kec%kmn facilities shall be properly maintained and operated at all times. The

.operation and maintenance of these facilities as required by 15A NCAC 2T .0403. 1f 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 shallbe 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.
. 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 pre -Vent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
1:
Documentation shall be kept for Subparagraphs (a) through (1) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
. 5. 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

a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage orbreakage, etc.>pr
b. Any SSOand/or spill over 1,B8Ogallons; or
c. Any SSOand/or spill, regardless ofvolume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hmmmroaya|ambereportedtn
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part | of Form CS'5SO (or the most current Division approved form) within five days hn||ovving first
knowledge ofthe occurrence. This report must outline the actions taken orproposed to6etaken to
ensure that the problem does not recur. Part ||ofForm CS-SSO(or the most current Division approved
form) can also becompleted toshow that the SSOwas beyond control, [G.S. 143-215.2C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service bvthe existing utilities nor result imanoverflow o,bypass discharge ofwastewater
to the surface waters of the State. (15A NCAC 02T.0108(b))
7. Upon completion ofconstruction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. Acomplete certification is one where the form is
fully executed and the supporting documents are provided asapplicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittme to
appropriate enforcement actions.
if the permit Isissued tqa private entity with amOperational Agreement, then acopy mfthe Articles
ofIncorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
Acomplete certification luone where the form bfully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) ofthe wastewater collection system extension. Final record drawings should beclear nn
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b,One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time inthe wet well, and force main, ability toflush |ovv points in
forma mains with a pump cycle, and downstream sewer capacity analysis. if portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the notation schedule of the portable power source or pump, include travel
tinnefranoes, sbe|| be provided.
Page 6 of 8

�4
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 an its own merit.
Please note that variances to the Minimum Design Criteria should be requested andapproved 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(n)]
9. A copy of the.construction 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)],
ti
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)] •
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEEz
PERMIT#;
PROJECT:
ISSUE DATE:
Charlotte Mecklenburg Schools
WQ0038903
East Mecklenburg High School Classroom Addition
This project nhoU not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow�made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered o violation of the permit and shall subject the Pennittee to
appropriate enforcement actions. The Permh1ee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be complete set ofrecord drawings and
design calculations regardless of whether partials have been submitted. , .
CERTIFICATION
Lthe undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to. the applicable standards 8' requirements, the Professional Engineer below has provided applicable
design/construction information tqthePermittee,andthePennittenispreparedtmoperate&6mnaintain.
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
|, _ _ ,moa duly registered Professional Engineer in the State of NorthCaroU
having been authorized to observe H | periodically, | | weekly, | | hmU time) the construction of the
project name and location as referenced above for the above 136rmittee hereby state that, tmthe best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCACO2T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal &date-
—lFima| —lPartial 1
Certification Comments/Qualifiers (attach if necessary):
^
�
State wnvort*cumnna.|ooviromnenmuQuality | Water navmu=|watex4"aityRegional operations
Monrt°mloRegional offi"OmoEast cx*oAvenue, Suite ax|Mooresville, mm&c"munazmo

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
ISA NCAC QT .0300— FAST "1"RACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
Ail items must be completed or the applleation vwr"(1 be returned
APPLICANT INFORMATION:
Ate completed by 1)
1. Applicant's name: Charlotte Mecklenburg School: (company, municipality, f1OA, utility, etc.)
2. Applicant type: 0 individual 0 Corporation [] General Partnership d Privitely-+( wned Public Utility
0 Federal State/County © Municipal 0 Other
3. Signature authority's name: Gary Adams per 15A NCAC 02T .0106(b)
Title: Director of Arcbiteutu e
4. Applicant's mailing address: 3301 Stafford Drive
City: Charlotte State: NC Zip: aaM-
Applicant's contact information:
Phone number: [phone] Email Address: ,g.adarns@cros„It 12.nc.lts
11. PROJECT INFORMATION:
1. Project name: East Mecklenburg high Scltoctl Clas oom Addition
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: WQOt}
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.)777° Longitude:-80.7575'
5. Parcel ID (if applicable): 18923101
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: James R, 13aysinger 11
Firm: Stewart, Inc,
Mailing address: 10j. North Tryon Street. Suite 1400
City: Charm State: N Zip: 282Q2-
Phone number: (704) 21-35O3 Email Address: jbays.t'ngert(,.ste vartinc.corn
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek, Irwin Creek, Sugar Creels
Owner Name: Charlotte Water
umber: 34628
Permit Number: 1CQd24970, NC0024945, NC0024937
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Nutnber(s): WQ-
19 3 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): East Mecklenburg High School
FTA O4-16
Page 1 of 5

VI. GENERAL REQUIREMENTS
I . 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 DNo ®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
0 Residential Leased
El School / preschool / day care
0 Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
0 Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : 100 % Dornestic/Commercial 0 % Commercial
0 % Industrial (See I5A NCAC 02T.0103(20))
)-Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes
A If ves. provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
0 Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
❑ Yes ❑ No
® No
Establish ment Type (see 02T.0114(0)
Daily Design Flow "lb
No, of Units
Flow
High School - Students
15 gal/student
840
12,600 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
12,600 GPD
a See 15A NCAC 02T A114(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: 12,600 GPD (per 1SA NCAC 02T .0114)
Y 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
0 Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I . Summarize gravity sewer to be permitted:
Size (inches) Length (feet)
Material
120
PVC
• Section 11 & '111 of the MCA for Permitting of Gravity Sewers contains information related to design
Y Section 11I 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 StatlonsIForce Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Made: ° Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): ga1' ns per minute at feet total dynamic head (TDI1)
5. Summarize the force main to be permitted (for this Pump Station):
6. Power reliability in ,ace dance with '15A NCAC 02T .0305(h)(
0 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 Tess than ➢ 5,000 gallons per day:
El Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(b)( I)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1XC)
Y It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
• 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
On the case ofa multiple station power outage.
FORM: PTA 04-16
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(0 & (g)
➢ t5A NCAC Q2T.0305[tl 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)
I0 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
I0 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
➢ 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
> 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 all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A 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)? El Yes ❑ No
Per ISA 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 El No
> 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:
I. 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 Tract; Application and supporting documents.
Professional Engineer's Certification:
1, tNI ;)
(Professiona
om Application Ite
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. 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:
Applicant's Certification per 15A NCAC 02T .0106(b):
atte
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. 1 will make no claim against the Division of Water Resources should a condition
of this permit be violated. 1 also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any faise
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:
TA 04-16
Page 5 of 5

CHARLOTTE
W TER
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 god/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. If 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
Operated by the City of Charlotte

BivIsion of Water Resources
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. 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
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. TotaI flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
99.0
11.766
71.262
0.0126
B3.040
83.90
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)=(D+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 l pf), DaiIy 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 FacilityName(Sewer): East Mecklenburg High School Sewer Outfall (1963)
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Carl Wi 1 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 him indicates acceptance of this wastewater flow.
Signing Offic
al
ature
Iv\ bate
Page 2 of 6
FTSE 04-16

Street Level Map
East Mecklenburg High School
fizOld
(i1)2016

USGS Quad Map
East Mecklenburg High School
egend
East Mecklenburg High School

LOT 38
BLOCK 4
THE CHARLOTTE-UECKLENBURC 8OAR0 OF WUCAIION
W 29940 PG 712
LOT 37
BLOCK 4
THE CHARLOTTE-MEda.Ef6URO BOARD Of EDUCATION
® 7P9W PG 1r2
PO raa-231-0
LOT 38
BLOCx 4
LOT 39
BLO(x 4
LOT 40
BLOCK 4
LOT 4E
BLOCK 4
re!,-
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2.
e
l
WELTMELD
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ETS
—▪ •• +�....
STEWART
F:M47.--
A a..
East Mecklenburg High
School Classroom Addition
O 10 00 00 90:601.1
O 0.011, 1,3u
LHTTHy Plan
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Fab

STEWART
Naveer 29, 2016
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, NorthCarolina 28115
Charlotte Mecklenburg Schools
East Mecklenburg High School Clasroc rn 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 (10/11/2g16)
• Flow Tracking/Acceptance for Sewer Extension (FTSE 04-16)
Please contact me with any comments or questions at [phone].
Sincerely,
Jamey Saysinger
Project Manager
Enclosures (listed above)
CC: Tim Ames, CMS
"r T Ft. tis R!F t„1T fi h` Dlr,lwI
101. NORTH TRYON STCHARLOTTF, C T 704,334.7925
SUITE 1400 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 TT, 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 _
1212J2016
Permit Number WQ0038902 Permit Tracking Slip
Program Category Status Protect Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRule
Permitted Flow
12,600
Facility
Version
1.00
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
East Mecklenburg High School Classroom Addition
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Charlotte Mecklenburg Schools
Dates/Events
Owner Type
Government - County
Owner Affiliation
Anthony B. Ansaldo
3301 Stafford Dr
Charlotte
NC 28208
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice issue Effective Expiration
12/2/2016 11/30/2016 12/2/2016 12/2/2016
Regulated Activities Requested !Received Events
School
Wastewater collection
Out -fail
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasln