WQ0040094_Regional Office Historical File Pre 2018

Water Resources
ENVIRONMENTAL QUALITY
June 21, 2018
David Burnett, Director of Facilities
Union County Public Schools
400 North Church Street
Monroe, NC 28112
• Fl lEOOPER
Governor
M[CHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
Subject: Permit No. WQ0040094
Union County Public Schools
Monroe High School Addition •
Wastewater Collection System Extension Permit
Union County
Dear Mr. Burnett:
In accordance with your application received June 20, 2018, we are forwarding herewith Permit No.
WQ0040094 dated June 21, 2018, to the Union County Public Schools (Permittee) for the construction and
operation upon certification of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as
specified therein. This cover Letter shall be considered a part of this permit and is therefore incorporated
therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition II.1: This permit shall not be automatically transferable; a request must be made and approved.
Condition 1I.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-Iicensed 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 150B 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 j Environmental Quality 1 Water ResourcesWater Quality Regional Operations
Mooresville Regional Ofuce j 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

CC:
u need additional information concerning this matter, please contact Ori uvia. at (704) 235-21.90 or
-mail at ori.tuvia' i::ncdenr.gov.
Sincerely,
-DocuSigned by:
'A'14CC681 AF27425...
Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
mpton (P.E.) (E-copy)
esville Regional Office Files (Laserliche)
er Resources Central Files (Laserfiche)
PERCS (Laserfiche)
Page 2 of 8

Environmental
Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF 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 the
Union County Public Schools
Union County
for the construction and operation of approximately 133 linear feet of 8-inch gravity sewer, as part
of Monroe High School Addition, and the discharge of 0 additional gallons per day of collected
wastewater into the City of Monroe existing sewerage system, pursuant to the application received
June 20, 2018, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design
Criteria adopted February I2, 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.
r—DocuSigned by:
`— A14CC681 AF27425 ..
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0040094
Permit Issued: June 21, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Union County Public Schools is hereby authorized to:
Construct, and then operate 1.42OR certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall he treated in the City of Monroe Regional
Wastewater Treatment Facility in accordance with Permit Number NC0024333.
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 I. 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
1) No flow in excess of the quantity permitted herein, 0 additional 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.0.304
(b)]
II. STANDARD CONDITIONS
1. 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 °tithe 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. [.5 A NCAC 02T,0 04; 143-215,1(d3)]
'This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 21% the Division's Gravity Sewer
Minirnum 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. 115A. NCAC
02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and ether supporting data. [15A NCAC 02T ,01101
4, The wastewater collection facilities shall be properly maintained and operated at all times. The
Perminee 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. he met: [I5A. NCAC 02T .01080)1:
Page 4 of 8

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
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 § 143-215.1 C.
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.
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. 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 hours
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
Page 5 of 8

Voice mail messages or faxed information is permissible, but this shall not be considered athe 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 tile 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 he taken to
ensure that the problem does not recur. Part If 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. 1,43-
215.1.Cta1)]
6. Construction of the gravity sewers, pump stations, ind 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 ofthe State. [15,A NCAC 02T.0108(b)1
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit s.hall. 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 he 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 at 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 c)cle, 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
timettames, shall be provided.
,c. Changes to the project that do not result in non-complia.nce 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 'Fenn.
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 S% or greater, and increases in the
numberttype of connections), regulations, or the Minimum Design Criteria,. Requested modifications.
Page 6 of 8

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. [ I5A 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 § 143-2I5.6A
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.
[l5A 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 maybe 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
PERMITTEE: UNION COUNTY PUBLIC SCHOOLS
PERMIT #: WQ0040094
PROJECT: MONROE HIGH SCI-100L ADDITION
ISSUE DATE: JUNE 21, 2018
This project shall not be considered complete nor allowed to operate in accordance with standard
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 to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flaw 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 ce ification is :received by the Division, 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 Permit -tee. 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
as a duly registered Professional Enc4neer in the State of North Carolina,
having beenauthorized to observe (.0 periodically, El weekly, I: j 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 1Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's :Minimum Design Criteria for the Fast -Track Permitting of Purnp Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
Final Par ia ude description)
Certification'o e Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office
Phone: [phone]'9 FAX: [phone]

Division of Water Resources
State of North arolaa
of Environmental Quality'
vision of Water Resource's
15A NCAC 02T .0300 — FAST TRACK SE R 'STEM EXTENSION APPLICATION
FT"A 0 iti SUPPORTING DOCUMENTATION
Application Number:
Ali itc.t s must be completed or the appl'ieutton Will be returned
APPLICANT INFORMATION:
—Applicant's name: Union Conn YyPublic Snc� c s (t•c ttt
?. Applicant ty c, Individual Corpt ration
❑ Federal fl Statex`County
id l urnett per 1SA NCAC 02T „Q 1(?(,(hi
Signature a
Title: 'Director
4. Applicant"s tt ailit g address: 400 N CltttrchStt-get
City: Monroe State: NC
Applicant's contact inlrrtraatic
Phone number: (701) 29 -9
Zip: 1 1 2-,_
Address: david.pnp
II, PROJECT INFORMATION:
Project name: Monroe high Scla< alAdditicru
2_ ApplicationFPrejet taita Proposed
If a modification,
lfnckw construction but part of a ma
4
County :e project
he cxi
Union County
Perm:
WOOO
the existing permit
n.
pality°
[]' Privately-O+coedPublic Utility
E Existing 1 . rrnit/Project
ued date:
r: \VQOO
Approximate Coordinates (Decimal Degrees): Latitude: 34,972' Longitude:-80,526
Parcel ID (if applicable): 09194029
(or P. rc€:l ID to closest duw°nstrearn sew- —)
III. CONSULTANT INFORMATION:
I. Professional Enganecr: 3Fric. Hampton License Number:
Firm: I3GE.
Mailing address: 121 W Trade Street, Suite 10 ()
City: Charlotte State: NC Zip 28202-.
Phone number: [phone]
Address: ehflrnpton' i bgeinc,com
IV. WAST.EWAT :EP TREATMENT FACIL..IT% (WW'TF) INFORMATION:
I, Facility Name: Ckty of`N/1onroe WW'"I"P
Owner Name: City of Monroe
NC0024333
RECEIVING DOWNSTREAM SEWER INFOR.MAT'lON (if different than WA
Permit Numhcr(s): WQ Cye'twtttsireant (Receivirt
System Wide Collection SxsPertNumber' s (ii'applicalt� : \\ QC:S_m .m_
Owner Natne(s):
''C31RO
(lONAL (11 f 1GI
FORM: FTA 04-16

VI. (;ENt R 1. RI^:Ql 1RF;ylfti'1"S
19 lithe Applicant is a Privately -Own
lithe ,Applicant
has
a Developer of lots to be sold, has a I)tiv Lie ?cr° s ( enth
El Yes [JNo N:A
an Operational .
No ZNIA
3 Origin ofvvastewater: (check all
LJ Residential Owned
El Residential Leased
School / preschool ,'' day car
• Food and drink facilities
• Businesses ,. offices r` factor'u
plyl.
[Q Retail (stores, c
0 Retail with food
Medical . denta.
0 Church
Nursing Horne
Nature of vvastevv'ater "t) Domestic
omrl
?4. Industrial t S°
G. Has a Clow reduction been approved under l 5.,A NCAC .t)I
1f yes, provide a cope' of flow reduction approval Ietter
7,
a
lied by project:
Establishment 'Type (see 02 1'.t)114(1))
Scho
I vvitla cafeteria, gym and showers
a See b), ldl, tei(1 l a
dwelling; proposed unknown non-residential
and residential property located south or east .of
parats
eal student
gal
d Net been attached'?
[] Car \ <a h
El] Hotel and/or \.lotels
El Swimming Pool /Clubhouse
El Swiniming Pool/Filter Backwash
Other (Explain in Attachment)
(i
(iPD
(iPD
(:jP D
GPI)
CiPD
vasvv°ater oestgr't t°love° rates (t.e., natnttntrtrt thaw per
lic access ier1itie 1 aaated near high public use rreas;
antic Intracoastal Waterway to he used as vacation rentals as defined
h Per I.5.A NCAC (12 F .O1 14( c), design flow ratu s for establishments not itfvntifie
determined using available flow data, water using fixtures, occupancy or operat
y'astewater generated by project: 0 GPD (per ley v(`r t Ci rI .t}1,I4}
Do not includ.e'future doves or previously perntie.aiallocativan
t(`pertnifted flow is zero, indicate why:
• Pump Station or Gravity sewer where Clow will be permitted in subsequent permits that connect to t
• Flow has already been allocated in permit Number-
-
• R.ehabilitaation or replacement of existing sewer w i'tlt no ne
Other (i vplain ):
ed
in tablet_ A1Cr{.'tt?I.l1L 1shall he
trratterns, and other measured data
1)4-16
Page of

GRAVITY SE.R DESIGN CRITERIA (If Applicable) 02T .0305 ; M DC ((,;ra
I. Sumo ari.zc
Section I1
Section I.I
perm
pes for Lg
C;)wersizing lines to meet minimum slope requirement is not allowed and a violation of the Al DC
ins information related to design c
contains info
' for Pe,
lion related to rtaizrir ttn
PUMP STATION DESIGN CRITERIA (If Appl'icable)— 02T .0305. M»C (Pump Station s/Force„Alains):
COMPLETE TE FOR EACH PUMP STATION, INCLLIDEL) IN THIS PROJECT
1. Purnp station number or name:
pp
?.. Approximate Coordinates (Decimal Degrees): t.atrttide: LAtta(
3. Design flow of the pump station:
per day I firm capac
de: -
4, Operational laoint(s) waf the pumptsl: ...,. canons per minute at feet total dynamic. head $'TDH)
Summarize the fbrce main to be permitted (fbr dais Pump Station):
Power reliability in accordance ww
j J Standby power source or pun
Required for all pump stations
Must be permanent to facility
Or if the pump station has an averag t aily
© Portable power source with manual acti
4i305(hlt l )(C"1
or
(inches)
IJ
pith automatic.activaxtion and telemetry -
n. average daily flow greater than or equal to 15,000 ,gallon~ per day
per day:
n, quick -connection re
etry - 'I 5,A NCAC 02T
l ortahle pumpingutait with plugged emergency pump connection and telemetry - 13,A 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 th
If the portable power source. or pump is dedicated to multiple pump
capacities and the rotation ,schedule t f'the portable power source or pump, including, tr. e
in the case ofa multiple station power outage.
ofall the pump stations' storage
be provided
.'TA, 04-16 Page 3 of5

I\. SETBACKS & SFP S.R 11'IONS — (02B .0200 & 15A N(`AC 02'1' .0305(f)):
Does the project comply with all separations fbund is l 5A NC iC r) ? f" ,0 i 5 ITof _q l
4'r'a
Ree
Rec
1 5A 'NC AC)7 i.0305(J')
dr
mains rninirnum separations that tih t#1 l)e provided for sewer systems:
Setback
d
ines {vertical - reclaimed
ixrant
private or public water supply source, inc
nt; otanded reservoirs used as a source o
ihwa
I benched trenches)
ewer
ding any wells, Y S-1 waters ofClta
#rinkinu water
'S (except WS-1 or 1'raS-V}, B, SA, CDRW, FIQW, tar SB from norm
iott) and wetlands (see item 1\.2)
ny other stream, lake,
ditches
ny building foundation
oundment, or aground water lowering and surface drainage
An ba etttent
foap Slope o1`ernb trtktaac trt or cuts ttf 2 feet or more
Draina e systems .and inter.¢ for drains
Anvsvyisnmin n ols
5,1, VC m\C;° ft .l,. p 0.5(,t con
earn classifications can be idcntilicd us
tcompliatnce with 021 ,(i3O .tf) or se
Does the project comply •ath separation req
See the Division's draft separation. refit
No variance is required. if the alternative de
.�s built documents should reference the location
3. Does the proaject comply with setiaacks found in the rive
This would include Trout. Buffered Streams per
4. 17caes the project require caavo:ra
individual permits or 41)1 V ate.
lrrformation can be obtained
Does proj
Per l5A. NCAC (12T.01) ( a ,directly= related environmental permits or certifieattott applications are being
been applied for, or have been obtained. lssttaartce of"this permit is contingent on issuance of dependent permits Ie
elauthor
El Yes
to Required
24 inches
100 feet
?t) feet
10 feet
10 feet
6 inches
separations in 02 i ,031i5(f) cannot he achieved.
iv°ision's NC Surfacetl<tf ("1((ssttt a a)) +eh)
`this application
under a 404
atiuns"'
separation)
vhere separation cannot he
specified is utilized in design and constru
as e ffcc:tcd
, (r Buffer #'crm
des per l
21T.02(12
nles No
C�) (additional permits ce
sedimentatiorn control plans, stotmtwater management plains, etc.)
Does this project include atfy seover coil
Per I S Y NC AC 02 0t) (2, "hr lt-prior
positioned parallel to stream bank that
1 f yes, in.lttdc an
ny
tl
lean()
need '`high -priority'?"
ertal sewer, sewer contacting surLIce
t undermines or deteriorates the server.
Yes \o N/A
it details for ¢tech line, including type (aeria
in
'al
io
NiA
ed, have
siphon. or
(High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A N(".• C 02"T.0103(a)(5) or the permi'tee`s individual System -Wide Collection permit.
TA 04-t6
re 4 of

X, .CATIONS:
A.
nt,
has been reviewed by me a
s,
subn
have
know. ;e the
tm L7eyignf:rita
p Stations and
tial ladekage, ine
lion
tent
rr
AAC t32"F, tii ??
acrlw S�titie•t, 11ulHl•tty_ttl.
design has
X Yes
NO1 E .- lot accordance with terall Staatutes
statement, representation„ ear c:ertiticat[r
it -lade tt fine not to exceed 81 ti,t'00, as well as
North. C°atr°atIitta Profess
has. been res esved
atppheaatit
nj
or is pernut ti
all required supporting
h
s tend con
hat if'all
kale is ;wr)a i t rai being ra.rura'ia°+3 a
t to surface waters or ttPe lattc3 i
1. anttlor criminal pr-aixec,urluPt. 1 sx
e wdi alat .cl. 1 also Understand that
NOTE -- 1n aCCOrd.MICe with
at nett r nits telir` serttaatiwan„ ot" ecrtiticatii;in
irr ht4lw at tine; nett eta x a e,i 8l 0,0n1( as ww ell ab t;iw
E,1 Nu
t Design Criteria for tt + ,Permitl n Qf jasr Stab ns
Pt C tier i"i t 4I t1e�t yeraiaat),) tliplia;aable?
3uest applic.ariw
brnittat 0
'VA1)C la- la'3)and supporting documents for
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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: Union County Public Schools
Project Name for which flow is being requested: Monroe High School Addition.
More than one FTSE may he 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,
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Monroe WW 1'P
b. WWTP Facility Permit #: NC0024333
Allflows ar°+ in MGD
c. WWTP facility's permitted flour 1 0.4
d. Estimated obligated flow not yet tributary to the WWTP 54
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
6.11
0.00
6.65
63.9%
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) (L) (C) (D)=(B+C) (E)=-(A-.a)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm! p, Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firma Capacity of arty 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 (pt) 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.
Downstrean Facility Name (Sew
Downstream Permit Number:
Page 1 of 6
FTSE 04-16

1. Certification Statement:
1 Russell Colbath certify to the best of niy 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 addendurns for which I am the responsible party. Signature of this
form indicates accetatance of this wastewater flow.
Signing iI Signature Date
Page 2 of 6
FT t4-1(i

MONROE HIGH SCHOOL
BUILDING EXPANSION
SITE TOPO MAP

MONROE HIGH SCHOOL ADDITION
STREET VIEW MAP

Date: 06/ 9/20 8
To: NCDEO — Attention.: Ori Tuvia
From: LIGE — Kory Hedrick / Eric Hampton
Reference: Monroe High School Addition
COVER LE TER
RECEIVEDINC DE NRIDWR
VVC.„ROS
MOORESVILLE REGIONAL. °FRC
hem No. Number of Copies Deseriptio.n
1.
1
Fast Track Application (Form: ETA 04-16)
Flaw Tracking/Acceptance Form (Form: FES 2 )4-16)
4,
8.5"x 1" Color USG' Topographic Map
6,
Street Level Map
Site Map Utility.' Plan
Application Fee —Check ($48.0,00)
The sewer line of interest to be relocated will not be serving additional students, only existing
students at Monroe High School. Therefore, there is no addition flow due to the relocation of this
sewer line. Please see the attached 'Utility Plan fOr the relocation of this sewer line.
BGE
Kory Hedrick [phone]
KhedrickAbgeinc.com
Serving, Leading, Solving.'"
121 West- Trade 5treet, SLAe 1030 CI tarlot te North Caroliina 28202 9S0-220-2322