WQ0039480_Regional Office Historical File Pre 2018

Resources
Environmental Quality
September 21, 2017
Ms. Stacey Haskell, Founder/Executive Director
Corvian Community School, Inc.
9501 David Taylor Drive
Charlotte, NC 28262
Subject:
Dear Ms. Haskell:
OY COOPER.
0Uovernor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
L)irector
Permit No. WQ0039480
Corvian Community School, Inc.
Corvian Community School
Wastewater Collection System Extension Permit
Mecklenburg County
In accordance with your application received September 11, 2017, we are forwarding herewith Permit No.
WQ0039480 dated September 21, 2017, to Corvian Community School, Inc. (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permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions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 II.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 150E 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 Env
Mooresville Regional Office
thing Corr pane':
I Quality Water Resources Water Quality Regional Operations
Center Avenue, Suite 3011 Mooresville, North Carolina 28115
704 663-i699

If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: David 5. Klausman, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
2

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
Corvian Community School, Inc.
Mecklenburg County
for the construction and operation of approximately 703 linear feet of 8-inch gravity sewer, to serve the
Corvian Community School project, and the discharge of 7,500 gallons per day of collected domestic
wastewater into the Charlotte Water existing sewerage system, pursuant to the application received
September 11, 2017, 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
conditions and limitations contained therein.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0039480
Permit Issued: September 21, 2017
3

SUPPLEMENT TO PERMIT COVER SHEET
Corvian Community School, Inc. is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Charlotte Water Mallard Creek
Wastewater Treatment Plant in accordance with Permit Number NC0030210.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, 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 herein. 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 project meets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 7,500 GPD, shall be made tributary to the subject
sewer system until an application for permit modification for an increase in flow has been submitted
to and approved by the Division. [15A NCAC 02T.0304(b)]
2. This permit shall become voidable unless the agreement between Corvian Community School, Inc.
and Charlotte Water for the collection and final treatment of wastewater is in full force and effect.
[15A NCAC 02T.0304(h))
II. STANDARD CONDITIONS
This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 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 materials unless specifically mentioned herein. [15A NCAC 02T.0110)
This permit shah be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110)
4

4. The wastewater collection facilities shall be properly maintained and operated at ail times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
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.
.i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. 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.
5

5. The Pennitteeshall report by telephone toowater resources staff member atthe Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24
hours, following the occurrence or first knowledge of the occurrence of either of the following-,
a Any process unit failure, due toknown orunknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical orelectrical failures of pumps, line
blockage orbreakage, etc.;nr
b. Any SSOand/or spill over 1,QO0gallons; or
c. Any 5SOand/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 hours may also be reported to
the Division of Emergency Management at telephone number/8OO> 858~03�68 or (919) 733'330Q.
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 following first
knowledge ofthe occurrence. This report must outline the actions taken orproposed tobetaken tm
ensure that the problem does not recur. Part \|ofForm [S-SSO(or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.IC(al)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
tothe surface waters ofthe State. [15ANCACO2T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached tothis permit shall besubmitted with the required supporting
documents tuthe address provided onthe form. 4complete certification isone where the form is
fully executed and the supporting documents are provided as applicable. 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 Permi11ee to
appropriate enforcement actions.
ifthe permit 1sissued tmaprivate entity with mmOperational Agreement, then ecopy mfthe Articles
of incorporation, 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.
A complete certification is one where the form is fully executed and the supporting documentsare
provided as applicable. Supporting documentation shall include the following:
a. One copy ofthe project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans oron 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 in the wet well, and force main, ability to flush low points in

force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
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(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 .01161
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
7

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Corvian Community School, Inc.
WQ0039480
Corvian Community School
September 21, 2017
This project shall 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 a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
1, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (71 periodically, n weekly, ❑ full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the 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 NCAC 02T; 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 w/signature & date:
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina I Environmental Quality 1 Water Resources I Water Quality Regional Operations
Mooresville Regional Office' 610 East Center Avenue, Suite 3011 Mooresville, North Carolina 28115

State of North Carolina
Department of Environmental Quality
Division of Water Resources
1.5A NCAC i12T .0300 —`;I A tF TRACI . SEWER SYSTEM EXTENSION APPLICATION
t ° IP- 04-16 & SUPPORTING DOCUMENTATION
Application Number: IJQ0039" 4S (to tic completed by DWR)
All items must be completed or the application will be returned
APPLICANT INFORMATION:
1. Applicant's name: Corvian Community School (company, municipality, DOA, utility, ete.)
2. Applicant type: [J Individual Corporation El General Partnership ❑ Privately -Owned. Public Utility
❑ Federal EJ State/County Q Municipal.
3. Signatures authority's narne: Stacey Haskell per '15A NCAC 02T .010602)
Title: Founder/Executive Director
4. .Applicant's mailing address: 9501 David Taylor Drive
City: Charlotte State: NC Zip: 28262-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1.. Project narne: Corvian Commumty School
2. Application/Project status:
© Other
Proposed (New Permit) Q Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Mec.k.lenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.3637" Longitude:-80.7735'
5. Parcel iD (if applicable): 02946193
(or Parcel ID to closest downstream sewer)
CONSULTANT INF'OR,MATiON:
1. Professional Engineer: David S..K. ausrnan. License Number: 3571.1
Firm: Bloc Design, PLLC
Mailing address: 2923 South Tryon St., Suite 230
City: Charlotte State: NC Zip: 28203 me
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Mallard Creek Wastewater Treatment .Plant Permit Number: NC0030210
Owner Name: Charlotte Water
RECEIVING DOWNSTREAM SEWER INFORMATION (if different than VI'°'Vd'TF):
1. Permit Number(s): WQ 402-698 Downstream (Recei'ving) Sewer Size: 8 inch
System Wide Collection System Perann ttrrybcr(s) i if rt,ptic lrle'l: WQCS
Owner Name(s): Charlotte Water
FORM: FTA 04-16
Page 1 of 5

VI. GENERAL REQUIREMENTS
l . if the Applicant is a Privately -Owned Public Utility, has a Certificate o''Public Convenience and Necessity been attached?
© Yes ❑No N/A
?. if the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: l l ;) been attached'?
If the Ap
❑Yes
ant is a Home/Property Uv
4. Origin ofwastewater: (
❑ R.esidcntial Owned
0 Residential Leased
School / preschool / day care
❑ Food and drink facilities
0 Businesses / offices / factories
❑No
E Yes ❑No
eck all that apply):
'N/A
rational Agreement i FC)R l: Hi.)A) been attached?
N/A
© Retail (stores, centers, malls)
0 Retail with food preparation/service
© Medical I dental / veterinary facilities
❑ Church
0 Nursing Home
Nature of wastewater : % Domestic/Commercial
100%Coy
Industrial (See ➢ 5 A NCAC" 02T .0103(200
°—>Is there a Pretreatment Program in effect?
0. Has a flow reduction been approved under 15A NCAC 02T .0114(0? ❑ Yes
If yes, provide a copy of flow reduction approval letter
7, Summarize wastewater generated by project:
Establishment Type (see 02T.0114(tl)
School
Daily Design Flow
15 gal/student
gal/
❑ Car Wash
❑ Hotel and/or Motels
0 Swimming Pool /Clubhouse
0 Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
cia.l.
Yes ❑ No
No
No. of Units
500
Flow
7,5O0 GPD
al/
gall
gal/
gals`
GPD
GPD
GPI
GPD
GPD
Total
7,500 GPD
a See 1 A NC:AC 02T .01 14(hb, (d:a, 1, `�f I and et i #err caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown nonresidential 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 0.S. 42A-4),
b Per 15A NCAC 02T _0114(c), design flow rates for establishments. not identified [in table 1.5 A NCAC 02T,011.4] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 7,500 GPD (per 15A NC.AC 02'T .01 I4)
➢ 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:
0 Rehabilitation or replacement of existing sewer wit
0 Other (Explain):
o new flow expected
FORM: FTA 04- 16 Page 2 of 5

VII. GRLAVITY SEWER DESIGN CRITERIA (If Applicable) -
Summarize gravity sewer to be permitted:
(Gravity Sewers):
Section II & III of the MDC for Permitting of Gravity Sewers contains infor Ovation 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
Vilt. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Punrp ;'tationslForce Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN TI3IS 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 (TDEI)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
ial
6. Power reliability in accordance with
D 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 Clow greater than or equal to 15,000 gallons per day
i> Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
0 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: F"I'A 04-16 Page 3 of 5

IX. SETBACKS & SEPA.RATIONS— (02B .0200 & ISA. NCAC 02T .0305(0):
I . Does the project comply with all separations found in 15A NCAC 02.'1" ,03t.)5 f _ xt Yes ®No
• 15A NCAC 02T,030
(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical)
Water mains (vertical -water over sewer including in benched trenches)
24 inches
Water mains (horizontal)
Reclaimed water lines (vertical - reclttir led over sewer)
10 fect
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class 1 or
Class 1I impounded reservoirs used as a source of drinking water
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, FIQW, or SB from normal
high water (or lade elevation) and wetlands (see item IX.2)
100 feet
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches y10
feet
Any building foundation
ee
10 feet
Any basement
Top slope of embankment or cuts of 2 feet or mvertical height
Drainage systems and interceptor drains
10 feet
5 feet
Any swimming pools
Final earth grade 'vertical)
10 feet
36 inches
➢ I5A NCAC 02"IF c),I)5(_) contains alternatives where separations in 02T,.030.5(t) cannot be achieved,
**Stream classifications can be identified using the Division's NC, Surface Water t'l us�itic ti ruts we.
If noncompliance with 021-.03t)3(i- or i. see Section X of this application
Does the project comply with separation requirements for wetlands? (50 feet of separation) Yes © No © N/A
Y See the Divisions 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
Does the project comply with setbacks found in the river basin rules per 15A NC
✓ This would include Trout Buffered Streams per I 5A NCr\t 213,(i2i;
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits err 401 Water Quality Certifications'?
s Information can be obtained from the 401 & ,Buffer Pcrnmiittin, Branch
Does project comply with
Yes ©No 1I+1 N/A
© Yes
(additional pen nits/certifications)'? Yes L No
Per 15A NCAC 02T.0I05(e)(ti), 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 l A 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.
0 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 inspectitrns
documented per 15.A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FOR t1: FTA 04-16 Page 4 of 5

a CERTIFICATIONS:
, Does the submitted system comply with _15A v'C (1.)2` , tlae �linin:rsna Desgn Crifct`ia fear the I„ettaaittita of Pump Sta
and Force Mains (latest version), and the Gravity Sever lirrinaum Design Crttcria (latest y°ersicata as applicable?
Yes
Q 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:
S LA
(Professional Engineer
.ame from Application Item III,
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the' best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum. Design Criteria for the Fast -Track. Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and
have judged it to he consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-21.5.6B, 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 S 10,000, as well as civil penalties up to $25,000er violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Ccrtifcation per 15A NCAC 02T .0106(b):
tacey Haskell, Executive Director
1,
(Signature Authority's name & title from Application Item L3.)
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. l understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6 \ and 14.3-2 1 5.,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
WLTER
September 8, 2017
Mr. Jason Dolan
Bloc Design, PLLC
2923 South Tryon St
Suite 320
Charlotte, NC 28203
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
CORVIAN COMMUNITY SCHOOL
JOHNSTON OEHLER ROAD, CHARLOTTE NC
CLTWATER TRACKING# 2017824
)MA.. OF `° cE
After an analysis of the sanitary sewer system associated with the proposed design of project,
Corvian Community School, it was determine that there is currently sufficient capacity to
accommodate the sewer flow of 7,500 gallons per day (500 student school x 15 gpd/student) at the
connection point(s) indicated on the submitted exhibit drawing for transmission to the Mallard Creek
Wastewater Treatment Plant; NPDES permit number NC0030210, for treatment. This acceptance of
flow is based upon the existing capacity of the designated publicly owned treatments works. Please
see the attached NCDEQ FTSE form.
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.
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 afirst come, first served basis.
The applicant should understand that this letter is not authorization to construct 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 one (1) year of issuance of this flow acceptance study, and payment for any service
connection(s) has not been received within (1) year of issuance of this flow acceptance letter, this
approval shall be rescinded and a new flow acceptance study must be made. If you have any
questions, you may contact me at [phone].
Sincerely,
/0t
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 rhariottewater.org.
- Operated by the City of Charlotte

l'Oiviaioft of Water R esoprreE,e,g,
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: Barringer Construction
Project Name for which flow is being requested: Corvian community School
More than one P7 SE may be required for a single project 0c-the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow,
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Mallard Creek WWTP
b. WWTP Facility Permit #: mc0030210
All flows are in MGD
c. WWTP facility's permitted flow 12.00
d. Estimated obligated flow not yet tributary to the WWTP 0,609
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
9.427
0.008
g. Total actual and obligated flows to the facility 10.044
h. Percent of permitted flow used
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) (q (D)B-1-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 maxinium p mped flow hat
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 < O.
Downstream Facility Name (Sewer): JohnstonOeh1er Road
Downstream Permit Number: 402-698
0
2
FTSE 04-16

111. Certification Statement:
car2. Wilson 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 irnplernentation.
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 11
plus all attached planning assessment addendurns for which 1 am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing gnaw Ja`te
Page 2 of 2
FTSE 04-16

FAIRf.E
� A�DR
8kc Design
29273Tryon St Sie 320
ANC 26203
phone. 7 ©4.9 40-2 9 9 3
r,.whiortncrzam
1wm A viarnt ry i riJM m��g
PROJECT NAME:
C©RVIAN COMMUNITY SCHOOL
OWNER / CLIENT:
CORVIAN COMMUNITY SCHOOL
NOTES:
SITE DISCHARGES INTO MALLARD CREEK.
TOPOGRAPHICAL INFORMATION TAKEN FROM UNITED
STATES GEOLOGICAL SURVEY - DERITA, NC, 7.5 MINUTE
SERIES QUADRANGLE, DATED 1983 WITH UPDATED
PHOTO IN 2016.
SHEET TITLE:
USGS TOPOGRAPHIC QUAD MAP
SHEET:
USGS-1
IOB NO.; 09947.00
©ATE: 09.11.17
SCALE: 1' = 1000'
gaft*eamk.' FNS+o.waT `wk,^01.K, .. 1, RrvVrttnt 48.4.1. A Y4w+ e

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Bloc Design
2923 S. Tryon Street 5uile 326
Charlotte, NC 26203
phone: 704.9,0-2683
..,..bloc-nc.com
wtlYaps oprialetarip 1 ya[wq I m7 v pev+q
REVISIONS
NO_
DATE
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WANED DUMPER TE. _ Pare
YUWw'OPAGMA}A. _OATS
E/OPERDEDEN. _ wr
mom M001EL'I.OEDauut _PATE
Corvian
Community School
4341 Juhrlslon Ocher Road
Clwoo5e. Ranh car011na 23269
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September t 1 0 1.7
North Carolina Department of Envitronment and Natural Resources.
Division of Water Resources
6l0 Fast Center Avenue
Suite 301
Mooresville, North Carolina 28115
Re: 00347,00 Corvian Community School
To Whom It. May Concern,
The referenced project is expanding the existing school located at 4125 Johnston Oehler Road in Charlotte, North Carolina
with a new high school building located on the adjacent property at 4041 Johnston Oehler Road, Development of the
aforementioned property will include associated parking, drives, landscaping„ storm water detention measures, a private
water distribution, and private sanitary sewer systems. The proposed private 8-inch sanitary, sewer system will be owned and
maintained by the client, Corvian Community School and will tie to the existing Charlotte Water public main located in
Johnston Oehler Road in front of the proposed 'building.
Upon your review of the enclosed infornatiott, please feel free to contact me for further discussion,
Regards,
Bloc Design, PLLC
David S. Klansman, PE, Clw4CS1
Bloc Design, PLLC
803-513-4734
cc: 'Cwlr. i , l arry Lockhart, Jr., PE, CMCSI
Bloc Design
2923 South Tryon 5L Suite 320
Charlotte, NC 28203
704.940_2883 ws w_lnloc-nt.tom

TRANSMITTAL
Date: September 11. 2017
Reference: 00347 Corvian Community School - Private Sanitary Sewer Submittal
Attention:
Company: North Carolina Department of Environment and tJ turaI Rest ° es
Division of Water Resources
610 East Center Avenue
Suite 301
Mooresville,, North Carolina 28115
Transmitting. 2 - Copy of Utility Plans (2 pages)
2 - Cover Letter
2 - Fast Track Application
1 - Application Fee - $480.00
2 - Flow Acceptance Letter
2 - USGS Map
2 -Street Level Map
Transmitted
Via:.
Hand Deliver
Comments: Please contact us with any questions. Thank you.
By:
David S. Klausman, PE, C
Bloc Design, PLLC
803-513-4734
CC: Mr. W. Larry Lockhart, Jr. PE, CMCSI - BD
Bloc Design
2923 South Tryon St, Suite 320
Charlotte, NC 28203
704,940,2883 www,hloc-nc.c©m.

Permit Number WQ0039480
Central Files: APS SWP
9/21/2017
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
7,500
Facility
Status
Active
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Corvian Community School
Location Address
9501 David Taylor Dr
Charlotte
Owner
NC 28262
Major/Minor
Minor
Facility Contact Affiliation
Region
Mooresville
County
Mecklenburg
Owner Name
Corvian Community School
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Stacey Haskell
Directory Executive
9501 David Taylor Dr
Charlotte
NC 28262
Scheduled
Orig Issue App Received Draft Initiated • Issuance
9/21/2017 9/12/2017
Regulated Activities
School
Wastewater collection
Outfall
Public Notice issue
Effective Expiration
9/21/2017 9/21/2017
Requested !Received Events
Additional information requested
Additional information received
Waterbody Name
Streamlndex Number Current Class
Subbasin