WQ0038434_Regional Office Historical File Pre 2018

D0NALDK. VAN DER V&ART
S.JAY Zi88&1EBM&N
Water Resources
=wv`nowMswr^L Qv^un
July 6,2O16
Mr. Marques Moore, Architect
Gaston County Schools
ZI7West Trade Street, Suite 780
Charlotte, NCZ8IO2
Subject: Permit No. VVQDQ38434
Gaston County Schools
Stanley Middle School
Wastewater Collection System Extension Permit
Gaston County
Dear Mr, Moore:
|naccordance with your application received April 27,2816,and additional information received June 24
2016, we are forwarding herewith Permit No. WQ0038434 dated July 6, 2016, to Gaston County Schools
/Permittee\ for the construction and Vperation,uDQp certification of the subject wastewater collection
system extension. This permit shall be effective from the date nfissuance until rescinded and shall be
subject to the conditions and limitations as specified therein. This cover letter shall be considered a part
ofthis permit and lstherefore incorporated therein byreference.
Condition |L1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition U.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A N[AC ZT .Q4C8 or any individual system -wide collection system
permit issued tothe Pe,mittee.
It shall be the responsibility of the Penmb1ee to ensure that the as -constructed project meets the
appropriate design critedaandnuUes. Failure tOcomply may result impenalties inaccordance with North
Carolina General Statute §143-215.6A through §143'215.8C, construction of additional or replacement
vvastewate, collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
ifany parts, requirements, orlimitations contained iuthis permit are unacceptable, you have the rightto
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 hefinal and binding.
State of North Carolina i Envirownental Quality I Water Resources I Water Quality Regionm Operations
Mooresville Regional cmae|moEast cm",Avenue, suile»n1|wm"==ue,North carohnuco/m

if you need additional information concerning this matter, please contact Barry Inoue at (704) 23 21.43
or via e-rr ail at [e-mail].
Sincerely;
_ by VV. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Kevin Westra, P.E. CC -copy)
Regional Office Files
Water Resources Central Ales
PER (e-copy)
Page 2 o 8

£n,virommenhal
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
Gaston County Schools
Gaston County
for the construction and operation of approximately 1198 linear feet of8'inch gravity sewer (line
relocation) and 297 linear feet of new 6-inch gravity sewer to serve as part of the
Stanley Middle School
project, and the discharge of4,6S0gallons per day of collected domestic wastewater intotheTovvn of
Stanley existing sewerage system, pursuant tothe application received April 27, 2816, and additional
information received June 24, 2026, and in conformity with 164 NCA[ 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 apart ofthis permit.
This permit shall beeffective from the date of issuance until rescinded and shall besubject tothe specified
conditions, arW, limitations contained therein.
bvNiCorey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEC\
Permit Number: WQ0039434
Permit Issued: July 6i3016
Page 3of 8

SUPPLEMENT TO PERMIT COVER SHEET
GastoMCount�y Schools i5hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated inthe Two Rivers Utilities Long Creek
Wastewater Treatment Plant in accordance with Permit Number NCO020184,
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A N[A[ 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'o responsibility to ensure that the as -constructed project meets
the appropriate design criteria and rw|m*.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
2. No flow in excess of the quantity permitted herein, 4,650 gallons per day, shall bemade 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 NCACO2T.03O4(b)]
I This permit shall become voidable unless the agreement between Gaston County Schools and the
Town of Stanley for the collection and Two Rivers Utilities for final treatment of wastewater is in full
Ill. STANDARD CONDITIONS
1. This permit is not transferable, |nthe event there isadesire for the wastewater collection facilities
to change ownership, or there is a name change of the Permhttee, a formal permit request shall be
submitted to the Division accompanied bvdocumentation from the parties involved, and other
supporting materials asmay beappropriate, The approval ofthis request shall beconsidered nnits
merits and may ormay not beapproved, [1S4N[ACQ2T,O1Q4; G.5143'J1S.l(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)
Page 4 of 8

3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [1SANCACO2T.0l101
4^ The wastewater collection facilities shall be properly maintained and operated at all times. The
Perrn\ttee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCA[ IT .0403. If an individual
permit is not required, the following performance criteria shall be met: 115A NCAC 02T.0108(b)]..
a The sewer systennshaUbe effectively Utimes � to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
L 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 toatelemetry system shall heinspected every day (im.36S
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 off ice in accordance
with 15ANCAC28.0506(a), and public notice shall be provided as required byNorth Carolina
General Statute §143'215.1C.
h. AGrease Control Program isinplace ashdows�
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 collection systems, the Grease Control Program shall include atleast bi'
� materialsto useo of the collection system by the
bi-
annual distribution of grease education
perrni1teeorits representative.
3. Grease education rnateriabsha|| be distributed more often than required in Parts(1) and (2)
mfthis Subparagraph lfnecessary 1oprevent 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 maintainedfor the life of the system.
j.
Page 5 of 8

5. The Pennittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number (704)663'1G99,assoon aspossible, but innocase more than Z4,
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 or electrical failures of pumps, line
blockage nrbreakage, etc.; or
b. Any SSQand/or spill over 1,000gallons; or
c Any SSOand/or spill, regardless ufvolume, that reaches surface water
Voice mail messages orfaxed information ispermissible, but this shall not beconsidered asthe initial
verbal report, Overflows and spills occurring outside norma|businesshoummaya(oobereported<o
the Division of Emergency Management attelephone number(8QO) 858-0368 nr/919\ 733-3300.
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part | of Form CS'SSO (or the most current Division approved form) within five days following first
knowledge ofthe occurrence. This report must outline the actions taken orproposed iobetaken tm
ensure that the problem does not recur, Part HofForm [S'SSL)(or the most current Division approved
form) can also be completed to show that the SSU was beyond control. [Q.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
tmthe surface waters ofthe State. [1SANCACO2T.U1U8(b)]
7. Upon completion of construction and prior tnoperation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents tnthe address provided omthe form. Acomplete certification isone where the form is
fully executed and the supporting documents are provided asapplicable, Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Pennittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy mfthe Articles
of Incorporation, Declarations/Covenants/Restrictions, and BV|amm 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 asapplicable. 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 DV0 disk) and are defined an 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 portable power
Page 6 of 8

source orpump isdedicated tomultiple stations, anevaluation ofall the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
tirnefr0mex,shall beprovided.
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 toCertification (Final nrPartimU: Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 1O%orgreater, increased OovK
purnp 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 orvariances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances tVthe 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, [15ANCACO2T.O11G]
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, aslope variance can bcrequested from the Division with: firm supporting documentation,
This shall be done through a permit modification with fee. Such variance requests will be evaluated
onacase'bv-casebasis. Resolution ofsuch request shall beevident prior tncompleting and submitting
the construction certification. [1SAN[ACUIT]]1OS(n)]
9. Ampy of the construction record drawings shall bemaintained omfile by the Penmitteefor 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 l, 2000\
as applicable; and other supporting materials may subject the Permi"ee to an enforcement action by
the Division, inaccordance with North Carolina General Statutes 6143-21S.GAthrough 6143'215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A NCACO2T .0184; 15A N[A[UJT
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.
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S,143-
Page 7 of 8

PERMITTEE:
PERMIT ft:
PROJECT:
ISSUE DATE:
FAST TRACK SEWER ENGINEERING CERTIFICATION
Gaston County Schools
WQ0038434
Stanley Middle School
July 6, 2016
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 Region& 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' 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, a a dul registered Professional En ineer in the State of North Carolina,
having been authorized to observe (periodically, weekly, [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 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:.
—1 Final r Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina 1 Environmental Quality I Water Resources y Watnr Q linty Regional Operations
Mooresville Regional Office! 610 East Center Avenue, Suite 301 @ Mo resville, North Carolina 28115
704 663 1699

r
0
USE THE TAB KEY TO MON, FROM FIELD TO FIELD
Owner!Permittee:
la. Gaston County Schools
Full Legal Name (company, municipality, HOA, utility„ etc.)
'^t.
icial Name and Title (Please review 5A NC=AC 2T 01
1b.
Application Number:iA) ©.3 f L . L{--
(to be completed by DWR)
b) for authorized. signing officials)
The legal entity who will own this system is
0 Individual [Q Federal j_] Municipality State/County 0 Private Partnership O Corporation ❑ Othe
LL Mailing. Address
1f,
©
Q
U
—J
a.
a.
d
F- 4a.
2 5a0
LL
Z
State
70y.-01.712.5
Facsimile
2 Project (Facility) Ilnforrrtation:
2a, Stanley Middle School
Brief Project Name (permit will refer to this name)
3, Contact Person:.
3a, Brian J Cannella
Name and Affiliation of Someone Who Can Answer Que
1o' 571. if25
Telephone
3b, 704-943-3173
Phone Number
1 Project is E New 0 Modification (of an existing permit)
2 Owner is Public (skip to Ite
2a. If private, applicant will be:
fining Ownership (i e store, church, single office, etc,
easing units (lots, townhomes, etc, - drip to Item B(3))
El Selling units (lots, townhomes, etc. - go to Item B(26))
3. T a Rivers Utilites
Owner of Wastewater Treatment Facility (VWVTF) Treating
le, _alsrl.t-
City
Zip Code
E-mail
2b.. Gaston
County WhereProjectrs L
About this Application
3c. bcannellagben
E-mail
If Modification, Permit No.:
Private (go to Item 2(a))
Name of
or
h.com
peci
2b. If fold, facilities owned by a (must choose one)
Public Utility (Instruction D)
Homeowner Assoc/Developer (Instruction E)
ater From This Project
4b,
E Gravity 5c.
Owner of Downstream Sewer Receiving Sewer Size 0 Force Main
6. The origin of this wastewater is (check all that apply).
Cite. ..... ,..._L)L) r?
)4-"1
5b 8
© Residential' Subdivision
0 Apartments/Condominiums
❑ Mobile Home Park
School
0 Restaurant
0 Office
0 Retail (Stores, shopping center
❑ Institution
O Hospital
❑ Church
O Nursing Horne
0 Other (specify):
F Permit No.
Permit
)
Volume of wastewater to ballocated or permitted for this particular project
"Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
© Pump Station, Outfall or Interceptor Line where Flow will
0 Flow has already been allocated in Permit No,
Rehabilitation or replacement of existing sewer with no new flow expected
(see 1 A NC ACC 071 0303 to determine if a permit is required)
ea m Sewer (Instruction F
% Domestic/Commercial
Industrial
(Attach Description)
Other
(Attach Description)
gal
ns per day
be permitted in subsequent permits that connect to this line
FT.08-1,3 APPLICATION P , c 4 off

Pray de the wastewater flow calculations used in detemilning the permitted flow in accordance with 15A NCAC 23k114, for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item 6(7), Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f),
New School - 800 students x 15 gal/student (School with cafeteria, gym and showers) 12,000 gals/day ‘114)
Existing School to be demolished - 490 students x 15 gal/students = 7350 gals/day
Net increase = 4.650 gals per day
1 C) Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8"
6"
Length (feet)
1198 (relocated gravity)
297
New Gravity or Additional
Force Main
new gravity
z
F— it Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
z
0 Pump Station Location ID0
Longitude: Latitude:
z
Design Flow
(MGD)
(self chosen - as shown on plans/map for reference)
Power Reliability Option
Operational Point
1 - permanent generator MATS; Force Main Size Force Main Length
GPM @TDH
2 - portable generator w/NITS
0
LL
Pump Station Location ID: (self chosen • as shown on plans/map for reference)
2 Longitude: Latitude:
CC
ELI
CL Design Flow
Operational Point Power Reliability Option
(MGD) 1 - permanent generator w/ATS; Force Main Size Force Main Length
ai GPM @TON
2 - portable generator wIMTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
11 Yes 0. No If Yes, permit number of 2'd treatment facili
(RO — if "yes" to 6,12 please contact the Central Office PERCS Unit)
13, Does the sewer system comply with the Minimum Desiari, Cnteria for the Perrnittingsf PumpStations and Force Mains
(latest version), the Qtaygy_50iNgtMinimurp;Desigri_griteria (latest version) and 15,:Nch,c;gtlaples 21 as applicable?
E Yes No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION,
APPLIC k fl 'age 5 of 6

14, Have the following permitsicedifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification?
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver?
Stormwater?
Yes El No N/A
Yes 0 No El N/A
D Yes El No N/A
Yes DNo N/A
15 Does this project include any high priority lines NCAC ,P4Q2 t21) involve aerial lines, siphons, or interference
manholes)? These tines will be considered high priority and must be checked once every six months
Check if Yes: 0 and provide details:
1 Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, L\ Or attest that this application for 5+ A _M:14kL has been reviewed
by me antf is accurate and complete to the best of my knowledge, understa d 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. Note: tri accordance with North Carolina General Statutes 143:215,64
and ,1137,216„ 60, any person who knowingly makes any false statement, representation, or certification in ,any application
shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10000 as well as civil penalties up to
$25,000 per violation.
la,
Signing qfflcial Signature
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXI
(/) TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC, REFER TO 15ANctw 02T Q3Q5,
0
2. Professional Engineers Certification (Signature of Design Engineer and Project Name)
/, Kevin Westra ,aftest that this application forfornleMdjSchaol
has been reviewed by me and is accurate, complete and consistent with the information in the engineering plans,
calculations, and all other supporting documentation to the best of my knowledge. 1 further attest That to the best of my
knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum
Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with
Division guidance. Although other professionals may have developed certain portions of this submittal package, inclusion
of these materials under my signature and seal signifies that I have reviewed this material and have Judged it to be consistent
with the proposed design Note: in accordance with NC General Statutes 143-,215,,6A and 1:43-,21166B, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a Erne not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
a.
22: AKPlefrr:ei fride sWBseiensrlet arsi ac Engineer
pName
Engineering Firm
2c, 2320 W Morehead Street
Mailing Address
2,d Charlotte
City
29, 704-521-9880 2h, 704-521-8955
Telephone Facsimile
2e. NC 2! 28208
State Zip
kwestragbenesch,com
E-mail
C A R
-.
N j, \,1
NC PE S:i?!8(iiltfAtA8,i Date
FTA 08-13 APPLICATION Page 6 of 6

OnesoMmusetwq,
AStRi$0140001110W
INNONONSowevoakite
We are TRU ra our customerV
Iuine 21, 2016
lleath Jenkins, Town Manager
Town cif Stanley
Post Office Box 297
Stanley„ North Carolina 28164
WenettviCr
ovp,m
Trntnteriastane
Subject: Sewer Flow Acceptance —Stanley Middle School Project
Dear Mr, Jenkins
Two Rivers Utilities provides wastewater treatment set -vices for the Town of Stanley. Two Rivers
lltilities and the Town of Stanley have entered into a Sanitary Sewer Service Utility Agreement dated
August 6, 201:1. .for the treatment of wastewater., 'Ihe contract includes a monthly MaKilM1111 flow of
30,000,000 gallon. The additional flows for the Stanley' Middle School Project of 4„,650 GPI ) fall within
the Inuits of the agreement. TI-vvo Rivers Utilities does have the willingness and capability to provide
sewer serviceto the Town of Stanley for this project,
'The wastewater from this project: will be treated at the Long Creek WAVVI, NPDES .Permit Number
.NC0020 184, The permitted capacity of the Long Creek WAVFP is 16 MGD„ The current Average Daily
Flovv is 7„1 lVIGD„ There Os capacity available to pi de wastewater treatment for the Stanley Middle
School Sewer Project,
l'The commitment to serve is contingent upon the project complying with all local and state regulations and
construction to begin within one year of the date of this letter,
Please contact me at [phone] if you have any questions or need additional informatimi.
Matt Bernhardt.
Director
Two Rivers Utilities
PC: Michael Bynum, Division Manager, TRU Engineering
Stephanie Scheringer, Division Manager, Wastewater Treatment

State of North Carolina
Department of Environmental Quality
Division. of Water Resources
Flow `r°ackinglAcceptance for Sewer Extension Applications
(1: qSl: 08-13)
Project Appl.icattt Name: Gas
Project Name for which Clow is heat requested:
More than one FTSE May he tequrr•edfur a single project
stations the route as
lete this se t my ityou are the owner
a, WWTP ty Name:
e,rti W
b. Facility Permit i s NC 0020184
o�mthe� WWTP is not responsible / ir all pump
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WW
e. \VVV'FP facility's actual avg. flow
f: Total Clow for this spec.i
g. "Total actual and obligated flows to the facility
h. Percent of permitted flow used
oatas are in GI)
6.0
7.1
0,00465
8„604fi5
Complete this section for each pump stat.ietn y()u are responsible for along the route o
proposed wastewater flow,
led between the proiect connection point and the
(A�) (8)
Design
l'unap Ave: age Daily
Station Finn Flow**
(Name or Capacity," (Firm pt)..
Nurnbea•) M(::it) M(..it)
Old WiUis
sw.lad�dal itet 1.58T 0,459
(C) (D)=(B+C) (E)=(A-D)
Obligated,
Approx. Not Yet Total Current
Current Avg. Tributary How Plus
Daily How, Daily Flow, Obligated Available
M(lt) M6D flow Capacity*
),155
0.2 0, 355 0,104
* The Firm Capacity ofany pump station is defined as the maxiaottsum pumped fio v tlta
can be achieved with the largest pump taken out rtfservi,ce.
** Design Average Daily Flow is the firm capacity (011ie pump s
factor (pf) not less than Z.S.
*** A Planning Assessment Addendum shill be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is 6 O.
n divided by a peaking
Page 1 of'(

11. Certification Statement:
I"1att Bernhardt certify to the hest of my knowledge that the addition of
7f wastewater to be pert � •trained in this project has been evaluated along the route to the
receiving waste Later treatment facility° and that the Clow from this project is not anticipated. to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning, assessment where applicable. "This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all.
attached planning assessment addendums for which I any the respon.si,ble party. Signature of this
Corm indicatesa,cceptauce of this..waste.wwater glow,
Jning irta!
)f 6

1,4
Department of Envir
State of North Carolina
ttltetttt and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08.-i )
.Protect A
me:
Project Name forwhich flow is being requested: Stanley lrrliddle Schoo
1, Complete this s
a. WWTP Fact
b. WWTP Faci
c. W\ .,TP factl
Na:
of the wastewater t
p
.ant.
,d flow
d. Estimated obligated floww not yet tributary tco the \V TP
e. WWTP WTP facility's actual avg. Clow
I*, Total, flow for this speci. request
g, Total actual and obligated ?laws to the facility
h. Percent of permitted flow used
All Il aMGD
C:`ctrttpl to tlois Section for each pump station you are responsible fot along the route of tl
proposed wastewater flow.
pump stations located between the pro
Pump
Station
beryl
Capacity *
MUD
ennection pot
nd the
Dail; Flow,
MGD
Toth Current
How Puts
Obligated Available
Flow Capac➢ty"*
Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the Largest pump taken out of semice.
Design Averat e Daily flow is the fir
factor (pfl not less than ?.5.
*** A Planning Assessment :►ddendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
apa.city of the pump station divided by a peaking
Page 1

(Seri
the
carcase
analysis has been performed in accordance ce
the best available data; 1`ltis #tafic to n applies
attached planning t ssessrrtent tddendt
nature f this firm indicates at eMance of this wa
tart
inn mast
,� ea�avc
ite its tie
aterent;
s b v he best cst"tt lodge that the add'tian of
ed in t project has been ai gated along the r o to tt the
pater tr d that the flow from this project is not anticl ated to
itV related sa ait rry- s . ows Or overburden any dt vvftstreatrt pump station
receiving treatment plant under er nt r t al circumstances, given the implementation
planned improvements identified in the planning assessment where applicable. This
teal established policies and procedures tzsirig
those items listed above in Sections 1 i
for which f ant the responsible party.
11
Rage

Transmittal Form
To:
NCDENR Water Quality Section
Attn: Barry Love
Mooresville Regional Office
610 E. Center Ave
Mooresville, NC 28115
f Mail El Messenger
WE ARE SENDING YOU:
COPIES DATE
2
2 sets
4/26/2016
4/20/2016
4/11/2016
2
8/20
6
Date: 4/26/201
Job No. 17000067
Subject: FTA 08-13 — Stanley Middle School
Next Day Delivery El UPS Ground
Attached
DESCRIPTION
Under separate cover:
Other:
Fast-Track(FTA 08-13) Application Form (original & copy)
Checkfor$480
Flow Acceptance Letter
USGS Topo Site Map 8.5" x 11"
Sanitary Sewer Plans and Details
THESE ARE TRANSMITTED as checked below:
For approval
LI For your use
As requested
For review and comment
Approved as submitted
Approved as noted
Returned for corrections
Resubmit copies for approval
Submit copies for distribution
Return corrected prints
emarks: Enclosed is the FTA 08-13 for Gravity Sewers, Pump Stations, and Force Mains along with
supporting documentation. The purpose of this project is construction of new Middle School in
Stanley, NC on the site of the existing sewer. The plan will include the relocation of an existing
public sewer line that bisects the lot and the construction of new sanitary services for the
proposed school building and concessions/restroom building, The plans have previous been
reviewed by the Town of Stanley and are submitted for you approval.
Cc:
Signature:
PS01-0 -06 form

MAYOR
COUNCIL
April i 1, 2016
Alt°, Kevin \Vestra, P.E
Alfred Benesh & Company
2320 W. Morehead Street
Charlotte, NC 28208
Re: New Stanley iddle School Water and Sewer Flow fycceptanc-c
Mr,
Per your recent letter, the new middle sehoo
TOWN MANAGER
ACTING POLICE
CHIEF
r. rek, Suinr eye
PUBLIC WORKS
DIRECTOR
Ro.veberry%
accommodate 800 students and will require a
tot l of 12,000 gallons per day of potable water and 12,000 gpd of was- ter capacity. Per your
letter, after improvements are complete, the existing school for 490 students will be demolished,
and the net additional capacity for water and sewer will therefore be 4,650 gpd,
The Town of Stanley has conducted a flow acceptance study,, and determined that our water
distribution facilities and our wastewater collection and conveyance facilities have sufficient
capacity to accommodate the total flow, which includes the additional flow. Our agreements with
rrrr wastewater treatment and water supply providers allow for the additional capacity as it
relates to supply and treatment.
The Al of Stanley agrees to furnish the water to the subject property. However, the Town
cannot guarantee a constant pressure or quality of flow, The Town also agrees to accept the
wastewater glows from the new school,
The applicant should understand that this letter is NOT authorization to construct water or sewer
systems, as the appropriate State permits are required prior to construction if the appropriate
permits to construct are not obtained and construction has not commenced within one (1)
year of the date of this flow acceptance, and payment fir any service connection(s) is not
received within one (1) year of the date of this flow acceptance, this flow acceptance
approval shall be rescinded and a new flow acceptance study roust be performed, If you.
have any questions, please call me at 704-263-0298,

April 11, 2p16
Mr. Craig Roseberry
Public Works Director
Town of Stanley
114 S. Main Street Acceptance
Stanley', NC 28164 Sewer Flow Accep
Re,
New Stanley Middle School Water and Sew
for the referenced school,stated
neethatded
to a total
Mr. letter
from
rrV' the design firm capacity Company, 444 god of wastewater cap school for 490
Alfred Benesof & complete, the existing 4 ed god for
A letter Eton► per day of potable water and m rovements are comp sewer will be and other
of 12 444 gallons capacity for water and inspection, and from the thonl, After ion of maps, vw ll b have
accommodate demand and the net additional caPdata, review collection system
stud n t seo of hydrant flow and sewer
students will be demolished,our review stem
Based on water distribution system
r for the expansion of the school.
water and sewer.
water and sewer a would not warrant a
data, Gavel &porn has concluded that Ian is dated 2at)4
the capacity to provide that the additional water usag wia
of NCt)ENR, though she did note that the P with l/It.1lo{1y
with Ms. Sashi stemBhatt, Management Plan, your agreement w
and confirmed Water System M also that y
change in the Town 5 ed soon. It is our understanding
Two Rivers Utilities indicated that there
c Mike Bynum and may need t© be updated Also, per M}
enough capacity at the plant for the added flow• a rep
allow far the additional demand. signed by resentative of the Tovaro, If
was more than lo
As discussed, the flow acceptance documents will need to be
you have any questions, Please feel free to contact me.
Sincerely,
Kirk Gavel, P.E.

Love, Bar
From:
Sent:
To:
Subject:
Barry,
Westra, Kevin <[e-mail]>
Tuesday, July 05, 2016 2:23 PM
Love, Barry F
RE: WQ0038434 Stanley Middle School Fast Track Application
The calculations under No. 9 resulting in 4,650 gat/day are correct. No, 7 should be listed as 4,650 gal/day as well: Let
me know if you need me to resend anything.
Thanks,
Kevin J. Westra, PE I Project Engineer
Alfred Benesch & Company
P 704-521-9880 0ired: 704-496-6297
From: Love, Barry F [mailto:[e-mail]]
Sent: Tuesday, July 05, 2016 1:36 PM
To: Westra, Kevin <[e-mail]>
Subject: RE: W00038434 Stanley Middle School Fast Track Application
Kevin,
I received the requested additional information for Stanley Middle School: I just noticed one small thing, The volume of
flow requested is written in as 4,690, but everywhere else is 4,650. The wrong amount may have been written in, but I
just want to confirm that. Thanks.
Barry Love
Environmental Specialist
Water Quality Regional Operations Section
Division of Water Resources
North Carolina Department of Environmental Quality
704 663 1699 office
704 235 2143 direct
barry.loveAncdenrgov
610 East Center Avenue
Suite 301
Mooresville, NC 28115
-Nothing Compare
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

.��
.
From* VVes\'a,Kevin fnnaNto: K\��s�raP0leIE��hcoml
Sen�Y�ond�,June U6'2O161:14PM
To. Love, Barry F<barry,Ioye@ocde*��ov>
Subject: RE�VVQ0038434Stanley Middle School Fast Track Application
Ba//y,
Two -Rivers -
Kevin J VVesGa, PE ProJectEngineer
Alfred Bmouooh& Conpwny
From. Love, Barry harry.love@ncd
Sent: Monday, June *6,20161:12PK3
To: VVestra,Kevin <KVyestra,@benesch.corti>
Subject: VVQ0038434 Stanley Middle School Fast Track Application
Hello Kevin,
I just thought I would contact you about the Stanley Middle School project to see what the progress was. | had phoned
you onMay S'ZO16and requested the following info:
Fill |n6a-Downstream Sewer Owner
' Flow? 15,000 GPOwas being requested, but the calculation didn't add up to that.
- Some 4 inch lines were being requested, but we can't approve any that small.
- The application stated that the flow was to go to Two Rivers Utilities Long Creek WWTP, but there was not a
FTSEincluded, signed bythem approving the flow.
You may be waiting on the FTSE from Two Rivers, but I thought I would check, Thanks.
Barry Love
Environmental Specialist
Water Quality Regional Operations Section
Division of Water Resources
North Carolina Department of Environmental Quality
7046631899 offios
704 235 2143 direct
ban�y.|oye@Icdenrqov
81QEast Center Avenue
Suite 301
Mooresville, NC28115
,thing Compares --l-,^-,
Enn��cono8p0ndenoe/oarid from this address /asubject tothe
_