WQ0038467_Regional Office Historical File Pre 2018

Water Resources
ENVIRONMENTAL QUALITY
Rick HnxveU
City ofShelby
300South Washington Street
Shelby, NC 28151-0207
Dear Mr. Howell,
PAT-MCCR0RY
Go, ve"«°
DONALDfl.VAN DER VAART
S.JAY Z[MMGRM&N
Direclor
Subject: Permit No. VVQ0K038467
City nfShelby
Hueske,Sanitary Sewer
Wastewater Collection System Extension Permit
Cleveland County
In accordance with your application received May 13, 2016i we are forwarding herewith Permit No.
VVQ0038487 dated May 26, 2016, to City of Shelby (Pennittee) for the construction and openatinn_upVn
certification mfthe subject wastewater collection system extension, This permit shall beeffective from
the date ofissuance until rescinded and shall be subject to the conditions and limitations as specified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:
[ondition|i1: This permit shall not be automatically transferable; a request must be made and
Condition IIA:
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 tothe Permbtee.
It shall be the responsibility of the Permittee toensure that the as -constructed project meets the
appropriate design criteria and rules, Failure tocomply may result inpenalties inaccordance with North
Carolina General Statute §14S'215.6Athrough 8143-21SfC,construction ofadditional orreplacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
|fany par-s 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 befinal and binding.
State of North Carolina i EnViMnrnenlal Quality I Water Resources I Watef Quality ReginnaJ Operations
m^ores-611cRegional officet 6mEast Center A~n.,Suite »o1|M"°es°n=North oaTnlinazv/,5
r04mamvp

if you need additional information concerning this ar, please contact Barry Love at (704) 252143
or via e-mail at barry.love@ncd nr,go .
Sincerely;
by W. Corey Basinger, Regional Supervisor
tPuater Quality Regional Operations Section
atooresville Regional Office
Division of Water Resources, N D Q
cc:Matthew Shoesmith, P, , (e-copy)
Regional Office Files
Water Resources Central Piles
PERCS (-copy)
Page 2 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
City of Shelby
Cleveland County
for the construction and operation of approximately 1062 linear feet of 8-inch gravity sewer, as part of
the Huesker Sanitary Sewer project, and the discharge of 1,750 gallons per day of collected
domestic/commercial wastewater into the City of Shelby existing sewerage system, pursuant to the
application received May 13, 2016, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting data subsequently filed and approved by the Department of
Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
condgtions anions contained therein.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038467
Permit Issued: May 26, 2016
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
City of Shelby iShereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension, The
sewage and wastewater collected by this system ohmU he treated in the City ofShelby First Broad River
Wastewater Treatment Plant in accordance with Permit Number NCO024538.
Permitting of this project does not constitute enacceptance of any part of the project that does not meet
15A N[A[ JT; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Ch1eriafnrtheFast-TrackPennhtingofPumpStatk)nsand
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-(icensed Professional Engineer in
the application. |tshall bwthe Permittoe'Sresponsibility toensure 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.
1. SPECIAL CONDITIONS
1. No flow in excess of'the quantity permitted herein, I,750 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))
11. 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 of the Pennbtee, a hnnna| permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials asmay beappropriate, The approval nfthis request shall b8considered onits
merits and may mrmay not beapproved. [1SANCACO2T.O104;G.S14]'Z15.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions nfthis permit; I5ANCA[2T the Division's Gravity Sewer Minimum
Design Criteria adopted February 1Z,Ig96,asapplicable; 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.01101
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15ANCACO2T.01lO]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A N[AC 2T .0403. If an individual
permit isnot required, the following performance criteria shall bemet: [15AN[ACO2T.0I08(b)):
Page 4 of 8

o. 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. Amap of the sewer system shall be developed and shall beactively 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
d. Pump stations that are not connected to a telemetry system shall be inspected everyday (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. Ageneral observation ofthe entire sewer system shall beconducted atleast once per year.
0. overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15AN[AC2B .8506(a),and public notice shall beprovided asrequired bvNorth Carolina
General Statute §14]'21S.l[.
h. AGrease Control Program is in place as follows:
l. 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.
Z. 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
perrni11eeorits 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 and easements shall be maintained \nthe 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. The Penn|ttee shall report by telephone to a water resources staff member otthe Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24,
following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

a' Any process unit failure, due toknown orunknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage orbreakage, etc,;or
b. Any SSOand/or spill over 1,0KJQgallons; 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 attelephone nunnber(8OO) 858'0368 o/ (919) 733'3300.
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part | of Form CS-S3O (or the most current Division approved form) within five days following first
knowledge ufthe occurrence. This report must outline the actions taken orproposed tobetaken to
ensure that the problem does not recur, Part ||mfForm CS-SSO(or the most current Division approved
form) can also becompleted toshow that the 33{]was beyond control. (G.5.143-21S.1C(a1)]
6. Construction ofthe 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
10the surface waters nfthe State. [15AN[A[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. Acomp|ete certification is one where the form is
fully executed and the supporting documents are provided asapplicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittre to
appropriate enforcement actions.
Ifthe permit isissued tma private entity with aoOperational Agreement, then acopy mfthe Articles
of Incorporation, Dec|aratimns/Covenants/Restrictioms, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documentsare
provided asapplicable. Supporting documentation shall include the following:
a. One copy ofthe project construction record drawings (plan & profile views mfsewer lines 6kforce
mains) of the wastewater collection system emteno\on. Final record drawings should be dear on
the plans nron digital media ([D o,DVUdisk) 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,
ve|ocby, 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 |Vvv points 'in
force mains with a pump cycle, and downstream sewer capacity analysis. if portable pnw/a,
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
tinnefmmes,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
inthe space provided, orinwritten summary form.

,
Prior toCertification (Final orPartiaU: Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of1O%orgreater, 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 Vrvariances 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 baapproved, thus requiring replacement or repair prior to certification &
activation. [15AN[ACQ2T.U11Gl
8 Gravity sewers installed greaterthan ten percent belowthe minimum required slope pe,rthe 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. [1SANCACOlT.U1O5/n\]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T.01161
IO. Failure tmabide bvthe conditions and limitations contained inthis 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 Fo:rce 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 6143'215.6Athrnu8h §143-215.6[,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [25A NCAC 02T .0104; 15A N[A[ 02T
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation ofnuisance conditions, the Pennhteeshall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
13. 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.243'
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
9GRMDTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
City ofShelby
VVQ0U30467
Huesker Sanitary Sewer
May 26,2O16
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 mode tributary to the wastewater collection system extension prior to cmrno|ptiom
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The PermMtee is responsible 'for tracking all partial certifications up
until afinal certification isreceived. AFinal Certification shall beacomplete set ofrecord drawings and
design calculations regardless of whether partials have been submitted.
CERTIFICATION
|, the undersigned agentforthePennhtee,herebvstatethatthisp ' cthasbeenconstnuctcdpuouant
to the applicable standanjs& requirements, the Professional Engineer below has provided applicable
design/construction information tothe Porm|ttee,and the Pemnitteeis prepared tooperate 8'maintain
the wastewater collection system permitted herein orporTiomsthereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
as a duly registered Professional Engineer inthe State of North Carolina,having'na��hz��m��������|�7y�|�n�||time) the construction ofthe
project name and location as referenced above for the above Permhtee 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 nbsmn^sd to be built within substantial compliance of this permit; 15A N[AC0lT; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996,asapplicable- the Division's Minimum Design Criteria for the Fast -Track Permitting ofPump Stations
and Force Mains adopted June 1, 2800, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal vw/sigmatune/&date:
Final I Partial (include description)
Certification Comments/Qualifiers if necessary):
State o( North Carolina I En�onnnental Quality I Water Resources I Water Quality Regional Operations
Moo"esvmlex='gionaloffi" +mEast Center Avenue, yuit°m/|Mooresville, North Carolina zon

z
0
z
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner/Perrrtittee:
la. City of Shelby
Application Num
(to be cc nttalete ci by DWR)
Full Legal Name (company, municipality, HOA, utility„ etc.)
1 b. David Hux, Water Resources Director/Rick Howell, City Manager
Signing Official Name and Title (Please review 15A NCAC 2T 0106 (b) for authorized signing officials)
The legal entity who will own this system is:
0 Individual 0 Federal Municipality ❑ State/County ❑ Private Partnership 0 Corporation Other (sp
1d. 300 South Washington Street
Mailing Address
1f. NC
State
1h. [phone]
Telephone
2, Prole ti Fac(
2a. Huesker Sanitary Sewer
Brief Pr act Name (permit will r
3. Contact Person;
3a. David Hux
704-484-68
Facsimile
io
his n
1 e. Shelby
City
1 g. 28151-0207
Zip Code
1j. david,hux@cityof eiby.com
E-mail
2b. Clev land
County Where Project is Located
Name and Affiliation of Someone Who Can An
3b. [phone]
Phone Number
Project is
Owner is
er uue
cation (of an existing per
Public (skip to Ito tra 8(3)
2a. If private, applicant will be:
❑ Retaining Ownership (i.e. store, church, single office, e
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
Z • 3. City of Shelby
Owner of Wastewater Treatment Fadi
z
4a, First Broad River
Name of WWTF
5a. City of Shelby
y
ateryTreatment Plan
Owner of Downstream Sewer
TF) T
ans About this Application
3c. [e-mail]
E-mail
�lf Modification Permit No.:
go to Item 2(a))
2'b. If, facilities owned by a (must choose one)
or 0 Pubic Utility (Instruction D)
0 Homeowner Assoc./Developer (Instruction E)
ng waste+
a
er From This Project
4b,
WWTF Permit No,
b. 8" Gravity 1
Receiving Sewer Size Force Main Permit # of Do
6. The origin of this wastewater is (check all that apply):
0 Residential Subdivision
0 Apartments/Condominiums
• Mobile Home Park
• School
❑ Restaurant
Office
0 Retail (Stores, shopping centers)
Institution
Hospital
❑ Church
Nursing Home
Other (specify): Industry
eam Sewer (Instruction F)
0% Domestic/Commercial
%© Industrial
(Attach Description)
%© Other
(Attach Description)
7. Volume of wastewater to be allocated or permittedfor this particular project, 1,750 gallons per day
'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 be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
FTA 10-14 APPLICATK)N Free 4 oft+

0
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 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 B(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).
50 Employee Shifts 35 GPD for Factory wl Shower 1,750 GPO
See attached calculations for complete pump station analysis
10 Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
8
8
8
8
8
New Gravity or Additional
Length (feet) Force Main
302 New Gravity
108 New Gravity
202 New Gravity
187 New Gravity
212 New Gravity
53 New Gravity
11 Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID: ka (self chosen - as shown on plans/map for reference)
Longitude: N/A
0
z
rci
Latitude: N/A
Design Flow Power Reliability Option
Operational Point (MGD) GPM TDH 1 rm peanent generator w/ATS; Force Main Size Force Main Length
@
2 - portable generator wIMTS
N/A
N/A N/A N/A N/A
Pump Station Location ID: isth (self chosen - as shown on plansfmap for reference)
Longitude: N/A Latitude: N/A
Design Flow Power Reliability Option
Operational Point
(MGD) 1 - permanent generator w!ATS; Force Main Size Force Main Length
GPM @TDH 2 - portable generator wIMTS
N/A
NIA N/A N/A N/A
12 Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
o Yes No If Yes, permit number of 2nd treatment facility :
(RO — if "yesto B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Desi Criteria for the P of Pum Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria st version) and 15A NCAC Chapter 2T as applicable?
Yes 1:3 No
If No, complete and submit the Variance/Alternative Design Request (VADC 10-14) application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
1TA 10-14 APPI.,ICA'FION Page 5 of 6

et by
at are
ge
nd
all
14. Have the following permits/certifications been submitted for approval for the system or eject to be served?
Wetland/Stream Crossings - General Permit or 401 Certifbca1Ion? 0 Yes No N/A
Sedimentation and Erosion Control Plan? 0 Yes 0 No f NiA
Trout Buffer Waiver? 0 Yes 0 No N/A
Stonnwater? 0 Yes 0 No i N/A.
15, Does this project include any high priority lines (ut �, Nt . 6 l'_, )402 (.J)) lnvolve aerial lines, siphons, or Interference
manholes)? The e lines will be considered hi h rtorl and rrnust be ch cts€ed on a evr rystx months
Check if Yes: © and provide
OwneriPerrnittee's Certification; (Signature of Signing Official and Project Name)
!s `""' '.,. , attest that this application for pie Huesker S4rAtat,.
me and is accurate and comprete to the best of my knowledge. 1 understand that if al! required
not completed and that if all required supporting documentation and attachments are not included,
is subject to being returned as incomplete. Note: in accordance with North Carolina General St
7 43 215t a`i, any person who knowingly makes any false statement, representation, or certification in
be guilty ar a CIas 5dernnaraor, which may include a fine not to exceed $10 000 as well as civil pen
per violation.
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
CO TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15i6 N(AQ 02'T 0305
0
2, Professional Eni Inee s C
1, „y fir" "" attest that this appl,
e d occur te, m e and oon t with the it
supporting docurnerttation to the bast of my knowledge
design has been prepared in accordance with the appleabl
an
is
n
nd Project Name)
,he Huesker Sanitary Sewer hes been reviewed by
the engineering plans, calculations, and all other
rurther attest that to the best of my knowledge the proposed
regulst iris, Grady Sewer Minimum Design Criteria for Gravity
Sewers adopted February 12, 1 S96, and the Minimum Design Criterr for the Fast -Track Pe/mating of Pump Stations and
Force Mains edoopptod June 1, 2000 and the watershed classification in accordance with Division guidance. Although other
professionals may have developed certain portions of this submftal package, incltusion of these materials under my
signature and seal signifies that l have reviewed this material and have judged rl to be consistent with the proposed design.
Note: in accordance with NC General Statutes I,,p t.5 h °} and T4.3 ? "fi:6fi any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Chess 2 misdemeanor which may include a
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. weep.
2a. Matthew Shoesmith
Professional Engineer Nenee
2b, Krmley Horand Associates, Inc,
Engineering Fime
2c. 200 South Tryron Street Suite 200
Mailing Address
2d. Charlotte 2e, NC 2f, 28202
City State Zip
2g. [phone] 2h. N/A ._, 2i mattheutr sttoesmIth kirnie t-iota.
Telephone Facsimile E-mail
NC PE Seel, Signative & Date
FTA 10-14 APPLICATION Page 6 of 6

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: City of Shelby
Project Name for which flow is being requested: Huesker Sanitary Sewer
More than one FTSE may be required for a single project fihe owner of the WW77' is not responsible for ailpump
stations along the route of the proposed misteltytter
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: First Broad WWTP
b. WWTP Facility Permit #: NC0024538
c. WWTP facility's permitted flow
d.. Estimated obligated flow not yet tributary to the W
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.
A!iflows are inMG!)
6.0
P 0.590
3.20
0.00525
3.79
63%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (p)---(B+C) (E)=(A-D)
Design Obligated,
Putnp Average Daily Approx, Not Yet Total Current
Station Firm Flow** Current Avg„ Tributary Flow Plus
(Name or Capacity,* (Firm I pt), Daily How, Daily How, Obligated Available,
Number) MGD MGD .MGD MOD Flow Capacity***
.Ingles Lift
Station 0.082 (1027 0..011 0.00525 0.01625 0.01075
J&C Lifi
Station
2.01
0.804
0,140 0.00525 0.14525 0.65875.
* The Firm Capacity of any pump station is defined as the ,x7pumped 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 (p1) 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.
Page 1 of 6
FTSE 08-13

Ill. Certification Statement:
1 David Hux 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 nomial 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 1 and II
plus all attached planning assessment addendums for which 1 am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing official Signah • e
Page 2 of 6
FTS11:1 08-13

M"A' F�1:eiM� 'l'wmd'
Legend
LN Project Area
1111 Lift Station
• Existing Manholes
+ Proposed Manholes
�-- Force Mains
Gravity Mains
Proposed Gravity Mains
100 ft Contour
20 ft Contour
4 ft Contour
2 ft Contour
Tie-in Location
Latitude: 81 ° 34' 23"
Longitude: 35° 17' 45"
Project Area
talWAYIPIP
Force Main Oischage
Manhole ID: 11020925
Sewer No. SGM-5527
Ingle's Lift Station
Latitude: 81° 34' 17"
Longitude: 35° 17' 46"
First Broad River
Project Vicinity Map
Project
Huesker Inc., Sanitary Sewer Extension
Crty of Shelby, North Carolina
Date
121212015
Figure 1
Prepared By: Kintley3»Horn

Legend
Project Area
Lift Station
* Existing Manholes
Proposed Manholes
Force Main
— Gravity Mains
Proposed Gravity Mains
Title Project Site
Prepared For:
Diu lh�°f,+
Project
Huesker Inc„ Sanitary Sewer Extension
City of Shelby North Carolina
Date
12I2/2©15
Figure 2
Tie -In Location
Latitude: 81° 34' 23"
Longitude: 35° 17' 45"
Prepared By: KimIey»Horn
Ingie's Litt Station
Latitude:81° 34' 17"
Longitude: 35`° 17' 48'

Expect Mot':- E,
Better.
Sheet Na. -..
Job No. '! .
Date
TUNE's 100 Best Cor t:raF ies to Wor For

Title: Huesker Gravity Sewer Designed by: C. King 11/30/2015
Project No: 17072002 Checked by: M. Sh©esmith,
Given:
NCDENR minimum public sanitary sewer diameter (D) of
NCDENR required manning's n of 0.013
Constant k 1.49
Assumptions: Sewers flowing at half full at the average daily flow
Manning's Equation:
Calculations:
k
V
n
V =. Fluid velocity in pipe jft/sec}
k = Constant
n = Manning's n
Awet = Wetted Area (ftz)
= Wetted Perimeter (ft)
S = Slope of pipe (ft/ft)
AVvet
NCDENR
Required
Minimum
0.17
Velocity
(ftfsec)
2
Slope (%)
0.4
Maximum
No. of
employees
(shiftsf day)
50
10
15 NCAC
Category
Factory w/
Shower
8.3
Unit
Flowrate
(Std)
35
PWe t
Ct (cfs)
0.35
1.75
Total
Flowrate
(gpd)
1750
Conversion Fac
n:D
1.05
Peaking
Factor
8 inches
12 in/ft
1,55E-06 cfs/gpd
Peak
Flowrate
(cfs)
0,00812
The total flowrate is below the capacity the required minimum diameter pipe.
Nominal pipe size = 8 in

Title:: Huesker Gravity Sewer Designed by:
Checked by:
Project No: 17072002
Pipe
Segment
1
Manning's Equation
k z i.
Q-AR3
n Sz
Q = Flowrate (ft3/s)
k = Constant (ftlf3/s)
n = Manning's Goeff.
A =.Area (sq.ft)
R = Hydraulic Rad, (ft)
S = slope (ft/ft)
Type
Proposed
Proposed
Proposed
Material
DIP
DIP
DIP
Length (ft
301.87
80.34
198.29
Constants
k (English) 1.4
n (DIP) 0.013
n (PVC) 0.010
Factor of Safety 3
Conversion Ea
12
448.8
1440
©iartwete
8
4
7
8
10
Proposed
Proposed
Proposed
Existing
Existing -
Existing
Existing
DIP
DIP
DiP
PVC
PVC
PVC
PVC
217.73
248.68
52..66
195.5
23.08
in
gpm / cfs
min / day
0
0
Capacity @ 1/2
Full (grid)
1,127,995
276,85
276,
C. King
M. Shoes
F4orrates
11/30/2015
Huesker (WW) 1750
CVS (Water) 1900
Ingle's (Water) 24100
Water to WW 0.95
Required Capacity
(Ppd)
5250
250
250
0.5
276,855
3,2 700,395
1.9 539,691
2.98 879,193
0.75 440,141
2.13 743,043
17.33 2,11.8,964
5250
5250
10665
10665
79350
79350
79350

Title: Huesker Gravity Sewer Designed by: C. King 11/30/2015
Project No: 17072002 Checked by: M. Shoesmith
Given: Duplex Myers WG30 pumps with 4.5 inch impeller
Length of pipeline
Diameter of pipeline
PVC C value
Static Lift
1790 ft
3 in
150
46 ft
Conversion Factors: 1440 gpd / gpm
Calculations:
gpm)
20
60
80
WG0 Pump Curve
Q {gpd)
28800
57600
86400
Hazen -Williams Equation:
G
100
H (ft)
65
64
63
60
52
* (Q11,852 *-4,8655
Where: hf = Major Losses (ft)
L = Pipe Length (ft)
c = Hazen Williams Coeff. (C = 140 for DIP)
t = Flowrate (gpm)
o = Pipe inner diameter (in)
Curve
gpm) Q (gpd)
0 0
10
20
14400
28800
H (ft)
46
46,6
48.2
30
43200
50.6
40
57600
3
50 72000
60 86400
70 100800
80 115200
57,8
62.5
67.9
74.1

Title: Huesker Gravity Sewer
Designed by: C. King 11/30/2015
Project No: 17072002 Checked by: M. Shoesmith
Given: Maximum wastewater average daily flow (CVS)
Maximum wastewater average daily flow (Ingle's)
Total Huesker flowrate
Peaking Factor (PF)
Water to Wastewater Factor (WF)
Lift station design capacity
Lift station peak fiowrate
Calculations:
Maximum existing wastewater flowrate
00
80
70
32-3-32 3.-733v 327 2.. 2.72,27773_____ I
T
b0
Qextsting (Qcvs Qingtei s) * WF * PF
Maximum proposed wastewater flowrate
Qproposed [02CVS Q * WP QThiesker
System Curve
40
30
*PF
19,00 grid
24100 gpd
1750 gpd
3
0.95
27 t gpd
82**t gpd
74100 gpd
79350 gpd
20000 40000 60000 80000 100000 120000 14000D
(BO)
Systeir Curve Ptirtip Curve Existing Proposed

Kimley)») o
MEMORANDUM
To:.
fl
Mooresville Regional 0
Water Quality Section
610 E. Center Avenue
Mooresville, NC 28115
[phone]
Klrnley-Horn and Associates, Inc,
Matthew Shoesmith, P.E.
From: 200 South Tryon St., Suite 200
Charlotte, NC 28202
[phone]
Date: April 29th, 2016
Subject: Huesker Sanitary Sewer Permit Applications
Dear NCDEQ Mooresville Water Quality Section„
Attached are permit applications for a proposed sanitary sewer for Huesker Geocomposites, Inc. in
Shelby, NC submitted on behalf of the City of Shelby. The Huesker Sanitary Sewer is designed to
convey wastewater from 50 shift workers, approximately 1,750 gallons per day, to the Ingle's Lift
Station. The pipeline will be a gravity sewer composed of approximately 1,100 linear feet of 8 inch
diameter ductile iron pipe (DIP) running parallel to Poikville Rd. at its intersection with W Dixon Blvd.
Please find enclosed for your review the:
Fast -Track Application for Gravity Sewers, Purnp Stations, and Force Mains (FTA 10-14)
including descriptions of the proposed sewer lines in Section B(10)
Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance Form (FTSE 08-13),
including descriptions of the wastewater treatment facility (Section 1) and pump stations
(Section II)
• 8.5" x 11" colored vicinity map
• 8,5" x 11" colored project site map
• $480 application fee in the form of a check
Please do not hesitate to contact me with any questions.
Sincerely,
uit
4

Category
arge
Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Cstet Witule
tf
1,760
Facility
Fac
Hudak& Sanitary Sewer
Location Address
Ow
tt.
al File: APS
Pe eking Slip
Statwa Project Type
Active- New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Canty
Affiliation
Region
Mooresville
County
Cleveland
Owner Name
City of Shelby
Da yr
°rig' it
016
App Racegrad
5/1312016
teutated Acv'ifie
Industrial and cornoreroiet ma fainery rraanu
Ater callectton
Outf
ance
Owner Ty
nt w Municipal
Nation
Rick Howell
ity Manager
PO Box 207
Shelby
Public Notice issue
5/26/2016
Requested I c+etved Events
Additional interr
Additional inirarr
ra requested
Lion received
Effecttve
5/26/2016
NC 'ts1 20
on
rbody Name Stre
mindax NUM
Current Class
Rub sin