WQ0039173_Regional Office Historical File Pre 2018

Water Resources
Environmental Quality
April 28,ZO17
Mr. Greg Walters, Facilities Director/Plant Operations Manager
Charlotte Country Day School
144QCarmel Road
Charlotte, NCZQZ26
Dear Mr. Walters:
R()YCOO9BR
Governor
MBCBAEL S.R£GAN
secmiar�)
8.JAY ZOMMBBMAN
Dif'emo,
�
Subject: Permit No. W/O0039173
Charlotte Country Day School
Charlotte Country Day School Lower School
Library and New Math & Science Center
Wastewater Collection System Extension Permit
Mecklenburg County
In accordance with your application received April 20, 2017, we are forwarding herewith Permit No.
VVCU0039173 dated April I8 I017,tnCharlotte Country Day School /Permbtee\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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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 byreference.
Please pay particular attention to the following conditions contained within this permit:
CundidonU.1� This permit shall not be automatically transferable; a request must be made and
approved.
[onditionU.4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 1SA NCAC 3T .O4O3 or any individual system -wide collection system
permit issued tnthe Pennittee.
it shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure tocomply may result iopenalties inaccordance with North
Carolina General Statute §143-215,6Athruugb §143-2I5.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board,
Ifany 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 written petition, conforming to Chapter 150Bof North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are de this permit shall befinal and binding.
~��~��othbmgCom��r�p�—~
Staxe of North Carolina | Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office |o/uEast Center Avenue, Suite so/ } Mooresville, North Carol �mzv//5
704+m-|^99

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: Jeffrey l. Smith, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)

v
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 Country Day School
Mecklenburg County
for the construction and operation of approximately 324 linear feet of 8-inch gravity sewer to serve the
Charlotte Country Day School Lower School. Library and New Math & Science Center project, and the
discharge of 1,080 gallons per day of collected domestic wastewater into the Charlotte Water existing
sewerage system, pursuant to the application received April 20, 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 Farce 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: WQ0039173
Permit Issued: April 28, 2017

SUPPLEMENT TO PERMIT COVER SHEET
Charlotte Country Day School 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 McAlpine Creek
Wastewater Treatment Plant in accordance with Permit Number NC0024970.
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.
SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 1,080 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 Charlotte Country Day School 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 shall 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.rnaintained and operated atall.,times. The
Permittee shall maintain compliance with an individual system -wide collection system permitfor 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 Permittee shall report by telephone try` 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:
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 or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, 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 [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(a1)]
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
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction 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. A complete certification is one 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 Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the 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 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) of the wastewater collection system extension. Final record drawings should be clear on
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 in the wet well, and force main, ability to flush low points in
6

force mains.with.a pump cycle, and downstream sewer _capacity analysis. If a..portable mower
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 027.0105(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. [i5A 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

required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)]
8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Charlotte Country Day School
PERMIT it: WQ0039173
PROJECT: Charlotte Country Day School Lower School Library and New Math & Science Center
ISSUE DATE: April 28, 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
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ 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:
n Final n Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State or North Carolina I Environmental Quality I Water Resources Water Quality Regional Operations
Mooresville Regional Office) 610 East Center Avetnie, Suite 301 Mooresville, North Carolina 28115

Divis
Resourcen,
15A NC:AC 02"1if
AILco/ Number.
State of North Carolina
liqui 11 molt of Environmental Quality
Division or Water Resources,
sEwr sysTum AritLic ATIoN
FI"A 04-16 & SUPPORTING ()0(1,INIENTATION
itentLittn_s1 be conwIttlepl or the applicatinii will lie returner,
1, APP1,14/ANT 1,NFORAIATION,,
/Tr, „,cangs name', Clgarlcitt4gCoputryDly_Schtpol (compan), municipality, 11()A, utility,. etc..)
Applicntntlype: /E] Individual Corporation [ ) General Partnership ri Privately-r v cil v
Federal State/County monicipd1 olhec
3, Sittninure authority's1ULCir1Y/a11ers per I ,5,A N(AC 02I
rouc.L1 j*ou p opt;
Apph.:saurs ma.ding address: tddi,)„1,10,n,e,Iji,nad
c„[Lati.Q(le Slaw: Nc
Aleut tatittaci tiataattalIon:
Phone 11tatthert )70:(1").43-102b Ibt111II Addicvsg:
RflJ1 CT INVORNIATION:
I. Project 11. 01.011!A41,„c-19Unta-PitY.„.5.0110„01-10QVCItt1, hrillY and New 'Ndatli Seience Cone)
2, Application/Project N lRpcd (New pc,rtnii) L J UNisting Perniii;Pritieta
modiIlion, provide the ex/baling permit number WOOt) und issued Iet
1r new construplion hut part °la MOSICr plait, provide the existing permit number W(00
3, County kV lieie 7rojec,t cMcd: N1c,cliic,1112lirg
4. Appro.:611101e ( dinaies (1:)th.dwal I)egrta)s): 1 uliiiid tS 1 Longitude',
5, Parcel 1() atliipplicable): :111d01
t0r l'axcel ID in closes( downstroam :sewer)
111. coNstiJANT INFoRmA ERN
iIpiiiIItngineer; leliky1.Sitill11 Ideertta: Number 'Ncr 1,5175
et.11114
Iad'n04, address', 1:1,1211:,,A011),,,,,iNN.s,.!„,„.5,,,iN,
Chorto.ug L Ydp .,7,Y2la-
Pnonv num0o1 (2(d4) 9.1-111Z 101r;n1 Addross:.P000Q0InItonuilLo!
IV. WASTEWATER THEATMEN IFACILITY CISINTF) INFORM,ATION:
kwifity N.vrtcr, Penult Number
ner Nomp, wour
McAliOne Creek, NC0024970
in Creek, NC0024945
ugar Creek, NC0024937 •
V, RECEIVING DO\VNSTREANI SE,NVER I NEORMATION different thart. \VWTF):
I, Permit Number(x): Downstream (Receivinv) Sewer Size:. ,),t1 inch (Meadows a
Widc.(S.Ak43 w(xs
Otclier 'Nonte(s):„Lhar Ottrt.1 Water
x
w,vr. r A 0,116

6,
la
.l\I,. REQUIREMENTS
n'
hlicdrnt 1,,t, i Priv
1j51llicnnl iti a IITI. 1li.1-..1'ecsly4'_dml`
l[tilh,rs 6 ("eri
CI Yet, [
,i;lie/C t.ranine itrl
(Stew„,,j„
ruhy ir(Ilnl? r(�t(c�i lt(atlrlsrlal l
tilllt o"cb[CIC:ntt(E1 IaD`41a"t"
in
Per d 5 tN,(.`AC (12
determined tortt( �a
tewaler generated by
Do not include I`ulwre
Roll, hilittrli
art IT(
t.
%1fif1 (II'I.
MN/A
((112"rr (,i)ninacre IY1I
15 gtl1 1Lident
25 i;alf'I::lailaiuyee
(� (1 {e
1161 (Ir' c[(Trawl" rises, nub
wall he lacrnaill.
o'1111 NumE7er:
,lr
El Nt,
C:.k 't.aM4rN�5t.r�bly
44"Eri�ti
780 Gill
(,PId)
7'itlrr/
-ign flaw mites (i.e,
lati ^.xi Esac.trled nctir 0
Vaellitdrr ri,°1Qlil (P.'tl4'i06Ee
rlclalilicd liar Itrhk° I ,i N( Aiw.f,1. I t1I b y�I slsali
w° (roc rtttlun taatt rtas. ; tlt3 tathrsr ntcasurid �hrltr.
in su(a:,r�,rinen1 I ermil;, lh;u. cr,nrucct 10 1lroti liu

11. crrAvrrY SEWER, DESIGN CRIFERIA
I, Summarize gravity wever to be permitted:
Size (uches)
WM*
Ica 9 021 . 5 & IDC(Gravitv Sewer!:il:
Ainitt (f(el) Material
8 2; I )I'
1
Section, 11 & I/1 of. t MDC liar Pertuitting olGravity Sewers contains in deSqUI Critcri
1.. Section Ill contains in (Orono ion related to minimum slopes ror sewer(s)
)s Oversizing IIiflS eet minimum slope requirement is out allowed and it violation of the DC:
rtiMP sTATIoN nrsiGN CRITERIA (II Applicahle) -- 021 A4305 & M (PtimaLStations/Force Alin).
C V LET U.: FOBEACII II SLTON INCLUDED IN TIIISTROJECT
Puitm station (lanky' or name:
2, Approsinthic Coordinotes (DecinmI Degrassi. lhlllde
3.• Design flow of dlenp8b1601'.: millions gallons per day trim capacity)
4, Operational ii.aintt,$) or 11(k) pumpE9i gallons per minute at reel tottil Jvillde head (IOU)
Stinimori:& UPC fOrN Inaifl 110 permitted (for this Pomp Statioar
Size (inches) I,cilh (tt'et)
iVlaterial
Power rlsri3hilnY °"(4(LIU" with I 5A NC(T., 02J ,030091.11
LTI Standby power source or pinup with itittomutte activation and Iru S'A NCAC 02T ,0305(10(.1)0.111„i,
Required lor ail pomp stinions tin average daily rlow cater ManrlC.;piul 15,000 gallons per day
))- Must be permanent to tincility
Or if the pomp station has im average daily Ilow less than 15,000 gallons pm" dor
n Portable pi„eiver source with intinnal i lIIo quick -connection receptacle and telemetry - 15.A NCAC 62,,d"
,0305(10( 1)(()
or
LI Voidablep umung unit 4h )liuzd crucrucney pump coniii.ion and telemetry 15A NC,AC` 02f ,03(001).t, I )((9
it be demonstrate)" to the rUsdilior thin the igirtatne sinirce is owned or ci,introcted (dri)l agreement)
and compatible will) the station,
if the portable posver.iiiour(,'e or pump is dedicated to multiple pump statiCtliS, CV,',dUatiOrt O1 :111 the pump starMus',!doragc
capacities inid the rotaiiim schedule of the portable power source or pump, including travel tiluebriimcs, shall be providcd
in the case or .1 multiple station poWer OtilagC,
ETA. 04-16

IX.
,SETBikCIKS & SEPARATIONS — (02B „0200 '15A N(:AC 021' „0305(0):
I , the protect comply with 311 separations found iii 15A 1122116)105(fikt);)
1,flA 021203050a contains ittioinmin sepirations thin shall he provided kir sewer systems:
Setback Pariimetcrit Sepiiration Required.
Storm sowors and oilier utilities not listed below (vertical) 2,1 inches
• _2_22
\Vater tnains iverlikwater ()yes scWer inerodinV in benched trenches) 18 inches
\Vnier mains (horizontal) t 0 feet
Rectuinitsr iii nics(cettlei,d IiL i18 inches
kcetaimetliwitter lines (hornnital reclaimed over seweri 2 feta
"Any private or public \valet supply source, including any tyclls, WS-I waters i.)(c lass 1 or
Class liunywided rk,..scre(Jirs kised aS S011fee 01(111111ine 100 feel
"\Vaters classified 1.1.2S (except WS-1 or WS- V), 13, SA,, ()R \V, 11QW, or SI3 from normal
miter (or tide elevation') and. \vetlands (see item I X.2) 50 feet
Any other stretim, lake, impoundment, or ground water lowering, and surface drainage
10 Itiel
AiiLtiolidinannindation
15
Any hasement 0 ii
Litiamslope al rnhorik [nen( or onts a) 2 feet or more vertical height 10 feet
.•
l.iittionaize systems and interceptor drains 5 leo
1(1 feet
Final earth .Litittle (vertical) 36 inches
cowninsd1ir1I ves where separia ions in 0,23,0205,10, cannot he achieved..
Stream classifications can he identified using, she Division's :NclStiltatitiWAtesSloskirliicittiort,s_wattpirt,f&
ICE ih tritti30„.11)staii?„), sec Section ,X of this• application
c.1 yes Li
2, I.Ntes the proteet comply' with tieptin:oion requirements lair t,vetlinids? (.50 feet ol2separation) r71 Yes Ll, Na H N221\
See the Division's droll separation requirements for situations iivhere,separation Lumina he meet
No variance is rctliiirtsil 1 1Ie dternativ c design criteria •speci lied is utilized in rietilgli .111141 00115(.111C
As Imilt documents should reference the location of areas effected
3. Does the project comply with setbacks found u the riveb,cau rules per 1')/\Nt;AL02„.1.1„,,02.011:4 [221 YeS1 No VA f4CA
This would it'veltide 1 titificred Streams p•er 1.5,A WA( 213,0202
Does the patieet require coveragelatithorintion under a iiI•01 Nationwide or
individual permits or 10 I Wctier wilily Certifications?
Information call he OhiLlitleti 11I11 the
es N Nt,
Does protect comply with 15ANri,,v1,‘0111(i19,',iir06) (additional permits/cern' liciitiorts)? El Yes [11 No
l'or itirectly related envintimiental permlis or certiiic;.16o0 afC h.61Ig prep:it:eft, Inwe
been applied for, or have been obtained, Issuance 11 his permit is conlinjfent on issuance aide:pendent permits (erosion and
sedimentation control plans, stormwater numniTtement plans, etc„),
6., Does this pkiicel include any sewer collection lines that tire deemed "high -priority'?"
l'cr isC,M,'92.111102, "high -priority sower" metals "any aerial sower, sewer contacting, sin:nice winers, siphon, or .ri\isir
positioned pandlel In titfeLlIhhifilkti that iti tillhjeeiIn erosion that, Lauto: tllifieti Of tIeteliOnfleti the LieWet",
yes El No 1N/A
ves, i,netude.11.11 flu f rile., including type (aerial line, size, material, location),
'lig)) priority lines shall he inspected by the Fie rutittee or its representat V'e at least once every six -months nod inspections
documented per I5A NCAC OZT.0403(a)(5) or the permillte's individual System -Wide Collection permit.
FOI01; l" i'A 0,4.16
Iti,gire 1 of 5

I, Does' the suhmilwd liYsheln coinplv NvIth „15AcA6(1Q1:, (he Nliailiaili.11)5i,DAcisi,,'.diL(91:,0t.1..VJuitc.ing,..,,,2.1:!!„wtia.N14.1.i.o.os..
and Force and cth,(0:(lAt \%,qNlithi(Uktin
ElFi 'Yes El No
I1No(L"1r11PloieJIOI LlhIflIL lln Varlanect'AltermItive Design Rehtlesh (V,,NI)C. 10-140 tind supporting doeumons For
review, Approsati of the request is resiiiirett prior to milunittal of the Ea.st Track Avalkciatititit ansi stiptiortititstprititiOttsii,
2, Proles:dm-lin Itingineerls
1, Jeffrey I.. Smith
tiIL s is tip theinion for
(Prercitsionid hirmincer's mime Crum Application Rom 111.1,)
has heel+ rovio.ved hy me i'ind iaccurtne, complete and consistein with lln nformation supplied in the plans, spec:int:4.10(ms,
engineeringealcultitions, iind all other supporting documeniatitAn (Ile besi or my knowledge, I further -aims( dud io the ho
est
or my knowledge ihe propt-ised design has been prepared in ticcordanco with the iiipplicithle regulations,. Gravity Sewer
Minimum Design Ontoria for Gravity SC'wers (latest version), ond the Minimum hkesign Criteria for I(' Fiisclfrook Permitting
()I' Pump tind roree iviriins (latest veission), ,Althoinr,th other prohoSsiontils moy have developed certain portions 0111.10
submittal pockapx, inclusion of those rnaterirds under my signinure tind seid ItIi li hill have reviewed this lnaterial and
tii he consistent with the propose(I tie(tigo,
--loaccordance with (lenerill SG.11010ti 1i13-215,1 A (ind 143-215.61i, any person who kno‘viriglY
statement, represenhition, or certinetti ion in on), (111)th:talon ptickage shall he gull!), of a Cinss 2 misdemeanor, which may
include. fine uot io exceed ti; 0,000, iks well t 1 ;Is11,....nallieshplo S2fi/MO per violation, •
North: (i!arolina Pnilessionnl rugineer's sal,signature, stall date:
3 /14-i Certilition per I5A NC,AC 021,01060y
I, GregWalter§,Facilities Director / Plant Oporafions Manager
(Signature Authorily's name & tide front Application hem 1.3,)
has been reviewed by me and is accurate iind complete to the trot of my knowledge, I undei tand than if till required parts or
this application tire not completed tiol that 1 111 required supporling doeinnenhAtion imd intachmenitt are not included, this
tippiicatkon paekoi,itei is )(unlock to being returned (is ineornplent, 1 understand thin any discharge or wastewater Crow 11 ui-
discharge system te swine)! waters or the land vviil reinilt 11 tti immediate enfereetneut acikon that moy include civil proialires,
injunctive relief, rind/or criminal prosocuth,m, I wilt make 1110 Chill) igaiit4 ilo hvisimi (th \Vinci Patiii„MleCti ShOilld a t.Ondil11 d011
thiti permit he vlhled 1 Iko understand that lill required parts of this ;Application paekime 111 1111i COMpie4ed thin
all required supporting inrormation attachments t'ire 1101 incluric(1, this application package will he returned to me ,is
incompletc.
(Mesa that air( applickition
NO'fr, In aceordonce with Gcncrai Stinntes am, person who knowimly makes any false
staterneuL representation, or certification hi tuly application package shall he guilty or a Class 2 misdemeanor,. iNhich may
include a nue ;tot to 1.!;xecod $10,000 o well as civil penoltieshJ 10 S25,000 per violation.
R)RNV 04-16
Pit_i0 5 C5

CHARLOTTE
Vs/ T E R
March 31, 2017
Mr, Steven Doe
Bulla Smith Design Engineering
1347 Harding PI
Suite 201
Charlotte, NC 28204
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
CHARLOTTE COUNTRY DAY LOWER SCHOOL
LIBRARY, MATH & SCIENCE CENTER
1440 CARMEL ROAD, CHARLOTTE NC
CLTWATER TRACKING# 2017250
After analysis of the sanitary sewer associated with the proposed design of project Charlotte Country
day Lower School Library, Math & Science Center, it was determined that there is sufficient capacity
to accommodate the proposed sewer flow of 1,080 gallons per day (12 employees x 25
gpd/employee; 52 students x 15 gpd/student) at the connection point(s) shown 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 NC DEQ FTSE form.
Charlotte Water (CLTVVater) 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 it 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 riot 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
n 1) vear of issuance of this flow accettance, and Daymoni for n s rvi e connections have not
been received within (1) year of issuance of this flow acceptance Iettor, 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].
Sincerelv,
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Bcookshlre Blvd, Chai 1,otte„ NC 2.8216 chat te'vatij
°petaled by the City of. Charlotte.

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: Bulla Smith Design Engineering
Project Name for which flow is being requested: Charlotte Country Day School Library
and New Math & Science Center
More than one FTSE may be requirecifor a single project if the owner oldie WWTP is not responsible for cill pump
stations along the route of the proposed wastewater flow,
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Mc:Alpine 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
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
TP
Allflaws are /n MGD
99.0
65.760
0.0 01
77,975
78.8%
1I. 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) MOD IVIGD 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 < O.
Downstream Facility Name (Sewer): meadows at Foxcroft (1975)
Downstream Permit Number: unknown
Page 1 of 6
FTSE 04- 16

III. Certification Statement:
I J. Carl 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 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 attach-d planning assessment addendums for which I am the responsible party.
Signature of ts form indicates acceptance of this wastewater flow.
Signing Off, 1 Signature
o3(Zill7
Date
Page 2 of
FTSE 04-16

47' 30"
`sity-N
11a '
5
6
517
SCALE 1:24 000
0.5 0 KILOMETERS
500
0.5
METERS
0
1000
8
0
1000 2000 3000 4
MILES
FEET
6000 7000 8000 9000 10000
CONTOUR INTERVAL 10 FEET
NORTH AMERICAN VERTICAL DATUM OF '1988
This map was produced to conform with the
National Geospatial Program US Topo Product Standard, 2011.
A metadata file assodated with this product Is draft version 0.6.19
520
NORTH
CAROLINAt
a}UADRAWAI.F. [0( AMR
Sardis
Presbyter
Church Ce
Sardis
Slave Lem
untarn Istand Lake
2 Derita
3 Harrisburg
4 Charlotte West
5 Mint Hill
6 Fort Mill
6 7 8 7 Weddington
8 Matthews
OINING QUADRANGLE

WOO

Corporations Division
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY of STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Click Here To:
View Document Filings
Corporate Names
Account
Login
Create
Site
Account
Legal:
Prev Legal:
Prev Legal:
Charlotte Country Day School
Charlotte Country Day School, Incorporated
The Charlotte Country Day Schools, Incorporated
Non -Profit Corporation Information
Sos[d:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Registered Agent:
Corporate Addresses
0026530
Current -Active
Not Applicable
Domestic
7/26/1941
Reed, Mark
Reg Office:
Reg Mailing:
1440 Carmel Rd.
Charlotte, NC 28226
1440 Carmel Rd.
Charlotte, NC 28226
https://www.sosnc.gov/Searchlprofcorp/4934512
4/21/2017