WQ0039034_Regional Office Historical File Pre 2018

FAST TRACK SEWER ENGINEERING CEI1TlFICAT
PERMITTEE: Alexander County
PERMITft: WQ0039034
PROJECT: Alexander Industriari Park Pump Station Relocation
ISSUE DATE: February 13, 017
This project shah not be considered complete nor all to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and aN required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions, The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification gall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATiONN
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. (Effective August 23, 2018)
Rick French, County Mana5er
Printed Name, ritle
signature mate
ENGINi ER S CERTIFKATIQN
I, Benjamin B."litprtxas , as a du registered Professional Engineer in the State of North Carolina,
having been authorized to observe eriodicalty, © weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable, the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials, (Effective August 23, 2018)
North Carolina Professional Engineer's Seal w/signature & date:
® Final [] Partial (Include desc.
n Comments/Qualtflers (attach If necessary):
inn does not constitute an acceptance of Work not in sccordans wilt the Contract
ease of Contractor's obligation to complete the Work in accordance with the Contract Documents.
Quality %Me( Remora I Want QutNy Rslpon+l ect ar6di
Ccrocr M cxK, Sulks 1C I R Moormiik, Nuri, CNnli+u Ili i S'

Water Resources
Environmental Quality
February 13, 2017
Rick French, County Manager
Alexander County
621 Liledoun Road
Taylorsville, NC 28681
ROY COOPER
Governor
vernor
MICHAEL S. REGAN
Secretory
S. JAY ZIIMMERMAN
Director
Subject: Permit No, WCt0039034
Alexander County
Alexander Industrial Park Pump Station
Relocation
Wastewater Collection System Extension Permit
Alexander County
Dear Mr. French:
In accordance with your application received February 6, 2017 and additional information received on
February 9, 2017,.we are forwarding herewith Permit. No, WQ0039034 dated February 13, 2017, to
Alexander County (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 ILL This permit shall not be automatically transferable; a request must be made and
approved.
Condition I1.4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150E of North Carolina General
.Nothing Compares '.• ,
State of North Carolina I Environmental Qua0ir ; Water Resources p Water Quaty Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I h+t000resville, North Carolina 28115
704-663-1699

Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,, NC
27699-6714L Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, lease contact Barry Love at (704) 5- 3.43
or via e-mail at barry.love@ncdenrsov.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Benjamin B. Thomas, P:E. (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)

Environrr1ental
Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PE Rk "fIT
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
Alexander County
Alexander County
for the construction and operation of approximately 1,310 linear feet of 8-inch gravity sewer, a 0.00375
million gallon per day pump station with duplex pumps, on site audible and visual alarms, telemetry and
standby power or pump with automatic transfer switch as well as 1,607 linear feet of 4-inch force main
as part of the Alexander Industrial Park Pump Station Relocation project, and the discharge of 3,750
gallons per day of collected domestic wastewater into the Town of Taylorsville existing sewerage system,.
pursuant to the application received February 6, 2017 and additional information received on February 9,
2017 , and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting data
subsequently filed and approved by the Department of Environmental Quality and considered a part of
this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations cgntained therein.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0039034
Permit Issued: February 13, 2017

SUPPLEMENT EMENT TO PERMIT COVER SHEET
Alexander County is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected bvthis system shall bntreated inthe Town nfTay|omviUeWastewater
Treatment Plant in accordance with Permit NumberN[O826271.
Permitting of this project does not constitute an acceptance of any part of the projectdhatdoesnotnmeet
15A N[A[ ZT; 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 ofPump Stations and
Force Mains adopted June 1' 2000' as applicable, unless specifically mentioned hereim. Division approval
is based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in
the application. It shall be the Permni1tee'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.
L SPECIAL CONDITIONS
l. No flow in excess of the quantity permitted herein, 3,750 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)]
2. This permit shall become voidable unless the agreement between Alexander County and the Town of
Taylorsville for the collection and final treatment of wastewater is in full fmrce and effect. [1SA NCAC
1 Each pump station shall be clearly and conspicuously posted using aweatherproof sign with a pump
station identifying name/number, 24-Hour Emergency telephone, number, and name of the
owoer/operatoruf the sewer system/pump station and instructions to call the number in the event
o[alarm activation orother emergency. Simplex pump stations orvacuum sewer pits serving asingle-
family residence may have a placard or sticker on the control panel in lieu of sign, |15A NCA[OIT
� 4. The abandonment of any existing wastewater facilities including septic systems being replaced by new
sewer infrastructure shall be done in accordance with the applicable agency having compliance

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 Pennhtee, 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 ormay not be approved. [I5A N[A[02T.OlU4; G.S 143'2I5.1(d3))
2, This permit shall become voidable unless the wastewater co||ecdon facilities are constructed in
accordance with the conditions of this permit; 15A NCA[ 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 1Z,l996'asapplicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting ofPump Stations and Force Mains adopted June I,ZOUO,asapp|icab|e�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, [l5ANCACOlT.01IQ]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Perrn|tteeshaU maintain compliance with an individual syotrm+*idecuUectiun system permit for the
operation and maintenance of these facilities as required by 15A N[A[ ZT .0403. if an individual
permit is not required, the following performance criteria shall bemet: [I6ANCA[02T.0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to preventany contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained,
c Amoperation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare pans 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 vygenn 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.
A general observation of the entire sewer system shall be conducted at least once per year,
g� Overflows and bypasses shaNbereported tothe appropriate Division regional office|naccordamce
with 15ANCA[2B .0506(a), and public notice shall be provided as required byNorth Carolina
General Statute §143'215lC.
A Grease Control Program is in place as follows-,

1. For public owned collection systems,, he.Greaae Control Program nhoU include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors atexisting establishments. The plan shaH also
include legal means for �m`pections of the grease interceptors' enforcement for violators and
the |e8n| 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 |mastbi-
annua| distribution of grease education materials to users of the collection system by the
pemnitteeorits representative.
3. Grease education materials shall bcdistributed more often than required |nParts (l) and (l)
afthis Subparagraph ifnecessary toprevent 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 bckept for Subparagraphs (a)through (i)ofthis Rule for am|nimurnofthree
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,
following the occurrence or first knowledge of the occurrence of either of the following�
u� 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 orbreakage, etc;or
b. Any 66Oand/or spill over l,0OQgallons; or
c. Any SSOand/or spill, regardless ofvolume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Mana8ennent at telephone number(80O) 858+0368 or [phone].
Persons reporting any of the above occurrences shall file o spill report by completing and submitting
Part � of Form [S,S5[) (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 betaken to
ensure that the problem does not recur, Part )|ofForm CS'SSL)(or the mostCurrent, Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143--215.lC(al)]
G. 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
10the Surface, waters ofthe State, {15ANCA[02T.0108(b)l
7� Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this perm�t shaH be submitted with the required supporting
documents tothe address provided onthe form. Acomp|ete 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
6

Certification shall be considered u violation of the permit and shall subject the Pennb1ee to
appropriate enforcement actions,
Kthe permit is issued tnaprivate entity with anOperational Agreement, then acopy mfthe Articles
of incorporation, 0oc|oration s/Cnvenants/Hestric1ions, and Bylaws that have been appropriately
filed with the applicable Countys Register of Deeds office shall be submitted with the certification.
Acomp|ete certification is one where the form |sfully executed and the supporting documents are
provided asapplicable, Supporting documentation shaDinclude 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 axthe 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,
vc|odty, 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. Ka portable power
source or pump is dedicated to multiple stations, an evaluation of al| the pump stations' storage
capacities and the rotation schedule of 'the portable power source or pump, include travel
timaframes,shall bcprovided,
c. Changes to the project that do not result in non-compliance with this permit, regulations,, or the,
Minimum Design Criteria should beclearly identified onthe record drawings, onthe certification
inthe space provided, orinwritten summary form,
Prior tnCertification (Final orPartia|): Permit modifications are required for any changes resulting m
non-compliance with this permit (including pipe length increases of1096orgreater, increased flow'
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case'by-cssebasis and each cnits own morit.
Please note that variances tmthe 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. [lSAN[A[0IT.0Il6)
Q. 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 fronn the Division with firm supporting documentation.
This shaN he 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, [1SANCA[O2T.O1O5(n)]
9, Acopy ofthe construction recorddrawjngsshaUbonno|ntainedonNebythePennitteefortheUfeof
the wastewater collection facilities, [15ANC4[OZT.O1l6l

10, Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 21; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable-, and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)1
11, in the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 021 .0110-, 15A NCAC 02T .01080)1
12. The issuance of this permit shall not exempt the Permittee from complying with any and ail 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. [aS, 143-
215,1(b)]
8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERKUITTEE: Alexander County
PERMIT #; VVQ0039034
PROJECT: Alexander Industrial Park Pump Station Relocation
ISSUE DATE: February l3,2O17
This project shall not he considered complete nor allowed to operate in accordance with Condition 7uf
this permit until the Division has received this Certification and all requ\red supporting documentation, |t
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Perm|ttee is responsible for tracking all partial certifications up
until a final certification is received, AFinal Certification shall be o complete set ofrecord drawings and
design calculations regardless ofwhether partials have been submitted.
PEnxxRT6E'sCEnTIFICxT|ON
| the underdgnedagent for the Pern�i�ce,hereby s�kethat this pn��pursuant
' to the applicable standards & requirements, e rothe Professional Engineer below has provided applicable
design/construction infonnatimntothe Permittee' and the Pernn�tae isprepared tooperate 6�maintain
� here|norpo�ionstherenf
the vwastewvatercoUec�onsystem permitted.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
\' -asadu|' registered Professional E rintheStateofNu�h[aroUnCarolina,
having been - authorized to oh»'er«e (_periodically,0vreWy' �fuUtime) the construction of the
project name and location as referenced above for the above penn/tteeh�reoV state that, tnthe 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 N[A[02T; the
S Minimum Design Criteria adopted February �Z
Division of Water Resources' (Division) Gravity ewer n nnum '
I996 asappUcab|e-theDivision's ��inimumDesign [r�eriafor the Fu�'TrackPe/mittin8mfPurnV5taMmns
and
`Force Mains adopted June l,2O0Q,asapplicable; and other supporting materials,
North Carolina Professional Engineer's Seal w/signature & date.
El Final [7 Partial (include description)
Certification Comments/Qualifiers (attach if necessary)*
�
` ��x���/�=Q��n�muo���
oam�w"��mo���en"�nm°muquuo | .""~'. ~~~. ,�^,^`.w~�~ .,^=
..~ m_^,,~`
~-

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
1.5A NC.,&C 02'T .030f! FAST TR %CF SEWER SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
be completed by DWR)
All items must be completed or the application will be returned
APPLICANT INFORMA"I`ION:
i. Applicant's name:
2. Applicant type: lndiwidu.al
der Cou.
Signature authority=y's name: Rick I^tenit per i ?E_'
cipali
HOA,
n ❑ General Partnership
'County ' ❑ Municipal
;)60111
Title: County Manager
4. Applicant's mailing address: 621 I.,iledoun Road
City: Taylorsville State; NC Zip. 28681-
5. .Applic:anCs contact intorn ation:
Phone number: (828) 632-9'332 Email Address: rfrench@ alexander'c-ountync.gov
❑ Privately:-
0 Other u .
II. PROJECT INFORMATION:
l . Project name: Alexander Industrial park Pump ,Station Reioeatirrn
Application/Project status: Proposed New Permit) ❑ Existing Permit/Project
If a n odittcation, provide the existing pernutber: WQOO and issued date:
If new construction hu.a part of a
n, provide the existing permit number: WQ00
y. County where project is lc sated. Alexander
4, Approximate Coordinates (Decimal Decrees): Latitude: 35,91696'
5, Parcel II) (if applicable): 00677'57
(or Parcel II.) to closest downstream sewer)
CONSULTANT INFORMATION:
1, Professional Engineer: Benjamin 13. "ihc mas
Firm West. Consultants, PLLC
Mailing address: 405 South Sterlin=street
City: Morganton State: NC
Phone number: [phone]
2461
e Number: 20757
Zip: 2865E-_._�
Email Address: hthomas('west-consttltants,eont
STEWATER TREATMENT FA ITV (WWTF") INFORMATION:
I Facility✓ Name: [avlorsvi11e VIP I ermit Number: NC002627
tywn.er Name: Town of Talursvilie
RECEIVING DOWNSTREAM SEWER
1. Permit Number(s): WQ
5wtil�nr
Owner Name
'FORMATION if different than %\WTF):
Downstream ('Receising) Sewer Size:
tart[se(1 c1 w pl r� tb C;1: WQCS
ch
•�n
'u
)RM. F T

GENERAL REQUIREMENTS
If the Applicant is a Privately --Owned Puhlic Utility, has a Certificate of Public ''on
❑ Yes No N/A
If the Applicant is a Developer of logs to he ,mild, has a Developer's Operationaj,_ _$g.
0 Yes No N/A
tationy h is an Opel
0 Yes
If the Applicant
4. C igin of
ck all tha
© Residential f)wtied
❑ Residential I cased
❑ School / preschool / day care
❑ Food and drink facilities
Businesses / offices / factories
eduction
apply"):
© Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
© Church.
Nursing Home
% Domestic
5A NC$
s there a Pretreatment ProLLra
r.K> Commercial
3(2 )
in effect'
approved under 15\ NC"\C 021' )1 l,4tf`)! ❑ Yes
if yes, pro'°ide a copy of flow reduction approval. letter
Summarize wastewater generated by project:
Establishment Type (see 0 T.O1l.4(ft
Business
See
dwell
areas;
as defin
\C,'._02.
proposed unknown non -re-
csidential property located st
d in C;,S, ,i2f\-4),
NCAC 02"I' .0 141t'
mined using availab
Wastewater ga
Do not in
If perrnittecl ll
dr•
gn
„aw da
Daily Design Flow
galltlay/employee
)eal/
gals"
potent uses„
the {Atlantic
'enience and Necessity been attached?
werttetrt t:E ti)I1: i)F ?Keen attached?
snt(OR.ty IIt)r\) been attached?
© Car 'Wash
,❑ Hotel and/or Motels
© Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
L Other (Explain in .Attachment)
Yes {] No
No
No. of Units
Torch
Flow
3,750 GPI)
GPD
GPI)
GPD
GPD
CiPD
;3,750 GPD
stewater° design flow rages (i.e., minimum flow per
hlic access facilities located near high public use
:oastal Waterway to be used as vacation rentals
low rates for establishments not
tified tin table 15A NCAC Ci miO1 1411 shall
water using fixtures. occupancy or operation patterns, and, other measured data,
erased by project: 3,750 GPD (per",
ode future flows or previously permitted allocations
is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in snhse.quent permits that connect to this line
Li plow has already° been allocated in Perrnit Number:
❑ Rehabilitation or replacement of existing no new [low expected
0 Other (Explain),
FORM: Ff A 04- 16

GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 &
Summarize gravity sewer to be permitted:
Size
Length (feet)
C (Gravity Sewers
Material
310
PVC
Section lI & 111 ofthe MDC for Permitting of Gravity Sewers contains information related to design criteria
✓ Section I11 contains information related to minimum slopes for gravity sewer(s)
▪ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VHI. PUMP STAT/ON DESIGN CRITERIA (If Applicable) 02T .0305 & MDC (Pa StationsfForce 1 lains�:
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: A1exarrder Industrial Park Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.91696 ` Longitude:-81,14261'
3. Design flow of the pump station: 0.00375 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): I60 gallons per minute at 1 I 0 feet total dynamic tread (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
hes)
4
1.607
Material
PVC
Power reliability in accordance with Y5 q NCAC,02T.Q3tl5{h)11):
Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(13) m
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Gr ifthe pump station has an average daily flow less than 15,000 gallons per day:
Ej Portable power source with manual activation, quick -connection receptacle and telemetry - I SA NCAC 02
.0305(h)(1)(C")
or
EI Portable pumping unit with plugged enrer°gency pump connection and telemetry - ISA NCAC 02T .0305(h)(1)(C):
r it shall be demonstratedon that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the sta
> If the portable power source or pump is dedicated to rnrrltiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule oldie portable pi ver source or pump, including travel timeframes, shall be provided
in the case ofa multiple station power outage.
FORM: F`TA 04 1 d

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .03050:
I, Does the project comply with all separations found in 15A NCAC 02! 030.5if) jgj
I 5A NCAC (12'1,03051f) contains minimum separations that shall be provided for sewer sLstems:
Setback Parameter* Separation Required
24 inches
18 inches
10 feet
8 inches
Storm sewers and other utilities not Listed below (vertical)
Water mains
vertical -water over sewer includin , in benched trenches)
Water mains (horizontal)
.Reclaimed water lines (vertical - reclaimed over sewer)
, -
Reclaimed Water lines (horizontal - reclaimed over sewer)
Yes
2 feet
1 **Any private or public water supply :source, including any wells. WS-I waters of Class 1 or
Class II rnoundedreseroiis used as a source of drinkinj water
**Waters classified WS (except WS-1 or WS-V). B. SA, ORWA-1QW, or SB from normal,
high water (or tide elevation) and wetlands (see item 1X.2)
**Any other stream,. lake, impoundment. or ground water lowering and surface drainage
ditches
An buildfoundation
An basement
To slo e of embankment or cuts of 2 .feet or more ertical height
Drainage systems and interceptor drains
An sWifl1n1lflC ools
Final earth grade (vertical)
10 feet
feet
e
lee -
.feet
36. inches
1.5,)NC(NC,t2I(),3tI54,,) contains alternatives where separations in 02T.0305a) cannot be achieved.
% **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
If noncompliance with 021..0305I) (2,), see Section X of this application
No
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) El \ e LI No N/A
% See the Division's draft separation requirementsfor situations where separation cannot, he meet
No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents shoukireference the locatiim of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A, NC.AC 02B. .0200?
% This would include 'Trout, Buffered Streams per I5A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
% Information can be obtained from the 401 & Buffer Permitting_Branch
No N/A
Yes 4No
5, Does project comply 1Vith _02I0).k6,) (additional permits/certifications)? [1] Yes
No
Per 15A NC...AC o2T.0105,(0(6), directly related environmental permits or certification (Applications are being prepared, have
been applied for. or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plan.s, stormwater management plans, etc,i.
6. Does this project include any sewer collection lines that are deemed "high-priorityr
Per 15A NC„AC 0217,0402, "high -priority sewer' means "any .aerial sewer, sewer contacting surface waters, siphon. or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
Yes No LIN/A
% If yes,Oklick an ntaLhrnent sswith details for each line, including type (aerial line, size, material, and locati
High priority lines shall be inspected by the permittee or its representative at least once every six -months and.
inspections documented per 15A 'NCAC 02T.040.3(a05) or the permitee's individual System -Wide Collection permit.
1ORM: FTA 04- I 6 lage 4 of 5

•
X. *CERTIFICATIO1'6:
I., Does the submitted system comply with 1.5A NCiNC 021, the Minimum Design Criteria for the Permitting of Pump Stations
and tiiirce Mains (latest version), and the Gravity Sewer MintinUM Design CriteriaJilatest version) as applicable?
Yes LINo
If No, complete and submit the, Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting
documents,
2, Professional Engineer's ('ertification:
Ben'a in B. Thomas attest that this application for
(Professional Engineer's. name from Application Item 1111,1,)
Akxinder Industrial Park Pump Station Relocation has been reviewed by me and is accurate, complete and consistent with,
the . anon suppliedin the plans, speci(ications, engineering calculations, and all other supporting doCUMentation to the
best of my.. knowledge. I further attest that to the he of my knowledge the proposed design has been prepared in accordance
with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers (latest, version), and the
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains (latest version). Although other
professionals may have developed certain portions of this submittal package, inclusion of these materials under :my signature
and seal signifies that I have reviewed this material and. have judged it to he consistent %Kith the proposed design.
NOTE In accordance with General Statutes 1.43-215.6A and 1:43-21.5.6B, any person who knowingly makes any false
statement, representation. or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10.000,as well as civil penalties up to 525.000 per violation,.
i1
North Carolina Professional Engineer's seal, sig.nature, and date:
3, Applicant's Certification per 15A NCAC (12T
I, _Rick French, Count, Nlana attest that this application for
(Signature ,Authority's name & title. from Application Item1.3)
Alexander Industrial Park Pump Station Relocation has been reviewed, by me ,and is accurate and complete to the best: of my
knowledge., I understand that if all required parts of this application are not completed and that if all required supporting
documentation and attachments are not included, this application package is subject to being returned as incomplete. I
understand that tiny discharge of wastewater :from this non -discharge system to surface waters or the land :will result in an
immediate enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution, I will make no
claim against the Division of Water Resources should a condition of this permit be violated. I also understand that if all
required parts of this application package are not completed and that if all required supporting information and attachments
are, not included,. this application package will be returned to me as incomplete,
NOTE - In accordance with General Statutes 1ilLi21:5.6,A and 143:';11561I. any person NW ho k110 Wing] y makes any false
statement, representation. or certification in any application package shall be guilty of a Class 2 misdemeanor. which may
include a fine not to exceed $10,000 as well as civil penalties up to S25.000 per violation
Signature:
Date:
FORM: FT,A N-16 Page 5 of 5

,;104.00 104 01 3 111 A".3 3H0 0
SO d OAA
tq:,,C:;TAffEt)INT,:t)ENRIDVVR
'"(111,iri C3::)N10
eprti
84111,a
nt of EnvironrneUtUl''
Division of Water Resources
Dtvision of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSF 04-16)
Entity Requesting Allocation: Alexander County
Project Name for which flow is being requested: Alexander lnd. Park Pmp Sta. ReIocaton
fore than one ITSE may be requiredfor a single project if the owner al the kftWTP is not responsible fir all puny,
,stations along the route qf the proposed wastewater flow,
Complete this section only if you are the owner ofthe wastewate
a. WWTP Facility Name: Taylorsville WWTP
-at nt plant.
b. WWTP Facility Permit 4: NC0026271
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWII'
e. WWTP facility's actual avg, flow
1'. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
flows are in MGD
0.830
0.006
0.420
0.004
0.430
.52%
111. 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 projec.
Pump
Station Firm
(Name or (apacity,
Number) .MGD
Pierpoint 0.230
Lewittes 0.230
PaulPayne 0.130
(A)
Design
Average Daily
Flow**
(Firm / pf),
MGD
0.092
0.092
onnection point and the WWIP:
(B)
Approx.
Current Avg.
Daily Flow,
MGD
0.014
(()
Obligated,
Not Vet
Tributary
Daily Flow,
MGD
0.006
0.020 0.006
0.052 0.025
(D)=(B-f-C) (E)=(, -D)
Total Current
Flow Plus
Obligated Available
Flow Capacity***
0.020 0.072
0.026
0.006 0.031
0,066
0.021
* The Firm Capacity o • any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pi) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < O.
Downstream Facility Name (Seer) Taylorsville WWTP
Downstream Permit Number: NC0026270
Page 1 of 6
121:S17,04-16

. ert
certify to the best of my knowledge that the addition of
the volume tf wastewater t+ be permitted in this project has been evauated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related anitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvemnents identified in the pl °ng 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 platunng assessment addenda for which I am the responsible party. Signature of this
form iridicates acceptance of this wastewater flow.
Signing cull SignaturDate
Page 2 of 6
ET s E - 6

Indus
l
STATION
BENJAIWN 8, T OMA , P.E.
WEST CONSULTANTS, PLLC
OR ANTS , NORTH CAROLINA
TY
t
Force
it
CONSULTANTS PL,

I. DESIGN FLOW:
A. PRESENT FLOW:
TYPE OF UNIT NO. UNIT FLOW TOTAL FLOW
(GAL/DAY/UNIT) (GAL/DAY)
1-BDRM RES. UNIT 0 120 0
2-BDRM RES. UNIT 0 240 0
3-BDRM RES. UNIT 0 360 0
BUSINESS (EMPLOYEES) 150 25 3,750
CHURCHES(SEATS) 0 5 0
RESTAURANTS(SEATS) 0 40 0
DAY CARE 0 25 0
RETAIL (1,000 SQ. FT.) 0 100 0
TOTAL:
PEAK:
B. FUTURE FLOW:
3750 GAL/DAY
2.60 GPM
6.51 GPM
TYPE OF UNIT NO. UNIT FLOW TOTAL FLOW
(GAL/DAY/UNIT) (GAL/DAY)
1-BDRM RES. UNIT 0 120 0
2-BDRM RES. UNIT 0 240 0
3-BDRM RES. UNIT 0 360 0
BUSINESS (EMPLOYEES) 0 25 0
CHURCHES(SEATS) 0 5 0
RESTAURANTS(SEATS) 0 40 0
DAY CARE 0 25 0
RETAIL (1,000 SQ. FT.) 0 100 0
INDUSTRIAL ACRES 100 880 88,000
TOTAL:
PEAK:
88,000 GAL/DAY
61.11 GPM
152.78 GPM

IL SYSTEM CURVES:
FORCEMAIN SIZE. 1 I.D. = 3.146 INCHES
EQUIVALENT LENGTH =
LOW WATER ELEVATION=
HIGH POINT=
STATIC HEAD=
Q
GPM
1778 LF
1113.70 MSL
1187.82 MSL
74.1 FEET
120
150
PIPE 1.0, (IN.)
2" SDR21 2
3°" SDR21 3,146
4" SDR21 4.046
6" SDR21 5.955
8" SDR21 7.755
f Hf Hs TDH f Hf Hs TDH
FT/100FT FEET FEET FEET FT/100FT FEET FEET FEET
20 0.143 2.54 74,12 76.66
30 0.303 5.38 74.12 79,50
40 0.515 9.16 74,12 83.28
50 0.778 13.84 74.12 87,96
60 1.091 19a39 74.12 93.51
70 1,451 25.79 74,12 99,91
80 1,857 33,02 74.12 107.14
90 2,309 41.06 74.12 115.18
100 2.806 49.89 74.12 124.01
110 3.347 59,52 74,12 133,64
120 3,932 69,91 74.12 144.03
MIN. PRESENT PUMPING RATE: 6,51 GPM
MIN. FUTURE PUMPING RATE: 152.78 GPM
VELOCITY
FPS
0,095 1,68 74,12 75,80
0.200 3.56 74.12 77,68
0.341 6,06 74,12 80,18 11
0.515 9.16 74.12 83,28
0.722 12.83 74.12 86,95
0.960 17,07 74,12 91.19
1.229 21.85 74.12 95,97
1,528 27.17 74.12 101.29
1,857 33.02 74,12 107.14
2,215 39,3862 74.12 113.51
2602 46.2.65 74.12 120.39
red if < or = 2 fps A
65
2,06
2,48
2,89
3.30
3,71
4.13
4.54
4,95
PUMP SELECTION: Hydromalic 3" HPGHH/HPGHHX-750, 350[bRP11, 7.SHP, 6.87 in. impeller grinder pump
OPERATING CONDITIONS BASED ON C=120 (SEE ATTACHED CURVES):
ONE PUMP ON: 92 GPM @ 117 FT. TDH
TWO PUMPS ON 126 GPM @ 154 FT, TDH
EQUIVALENT LENGTH CALCULATIONS
FORCE 'MAIN
ITEM
PS SUCTION PIPE
(SUCTN SUCTION 90° BEND
SIDE) SUCTION 45° BEND
DISCHARGE 90° BEND
PS DISCHARGE PIPE
(DISCH GATE VALVE (DIS. SIDE)
SIDE) CHECK VALVE
TEE (BRANCH W)„
FM 45° BEND
FITTGS 90" BEND
3 " FM (L) FORCE MAIN
EO LENGTH PER
UNIT QTY EQ LENGTH (feet)
0
0.0
0.0
0.0
20.
32,0
1.0.
1,0
0.0
0.0
0,0
8.
8
32,0
2.8
28.0
4.0 10.4
6.0 26,4
660,01660.0
0.
TOTAL 1777.8

WETWELL DESIGN:
A. DETERMINE OPERATING VOLUME:
T=
Ciddf
Q=
PRESENT:
30 MINUTES (7.5 TO 30)
2.60 GPM
92.00 GPM
V = 75.91 GAL.
B. SELECT WETWELL DIMENSIONS:
DIAMETER: 6E 6 FEET
PRESENT CONDITIONS:
FUTURE:
T = 7.5 MINUTES (7.5 TO 30)
Qddf = 61.11 GPM
Q = 152.7778 GPM
V = 2.75.00 GAL.
WETWELL !I<EPTH = 17.80 FEET
OPERATING DEPTH: 0.36 FEET
TOP ELEV =
GROUND =-
LOWEST SEWER IN
LAG PUMP ON =
ALARM =
LEAD PUMP ON
PUMPS OFF =
BOTTOM =
1129.00
1128.50
1116.50
1115.06
1114.56
1114.06
1113.70
1111.20
DEPTH REQUIRED FOR PUMP PROTECTION:
PRESENT CONDITIONS CYCLES PER HOUR
FUTURE CONDITIONS CYCLES PER HOUR
C. CHECK FLO'TATION:.
1, BUOYANCY = SUBMERGED VOLUME X 62.4 PCF;
WETWELL I.D. 6.00 FEET
WETWELL G.D. 7.00 FEET
SUBMERGED DEPTH: 17.97 FEET
BUOYANCY° 43,146 LBS,
2, WEIGHT OF WETWELL:
FUTURE CONDITIONS:
OPERATING DEPTH:
TOP ELEV =
GROUND =
LOWEST SEWER IN
LAG PUMP ON
ALARM =
LEAD PUMP ON =
PUMPS OFF =
BOTTOM =
2.50 FEET
2.0
8.0
TOP = 9.00 INCHES AND
RISER = 16.55 FEET @ 1910.00 LBSNF =
BOTTOM = 8.00 INCHES AND
TOTAL =
FACTOR OF SAFETY =
EXTENDED BASE SLAB IS REQUIRED
BASE SLAB EXTENSION =
HEIGHT OF SOIL =
WET SOIL WT.(50PCF) _
8.0 INCHES
17.30 FEET
13,852 LBS
1.30 FEET
1129.00
1128.50
1116.50
111600
1115.50
1115.00
1113.70
1111.20
'`. 0.5 FEET BELOW
LOWEST SEWER
IN TO ALLOW
FOR MORE Cid&
3,876 LBS.
31,611 LBS.
3,850 LBS.
39,337 LBS.
0.91
THEN TOTAL RESISTANCE TO UPLIFT = 53,189 LBS.
FACTOR OF SAFETY = 1.23 OK
NO GOOD

CIA;; 0 CD.
(FTC (FT)
VVETWELLCDTaEE
t-SERIES
TI IEDfAL.
WEIGHTS
RISER (BNF) EASE (
4.0 4.83 915
TOE'
DISIETE
1375 1242
5 0 5,83 1370 2500 2773
8. )7 00 1910 3858
7.0 817 2207 5240
8,0 9.33 2879 884
10,0 11. 7 4481 1253
HEIGHT (INCHES)
EASETOP
8
8
875 8
525' 8
8889
1412 9
* BASED ON BASE AREA HT X 150 P
EDTEECD BASE
C.D. (FT)__

PENTAI
perating Conditions
Flow, rated
Differential head / pressure, rated (requested)
Differential head 1 pressure, rated (actual)
Suction pressure, rated / max
NPSH available, rated
Frequency
Performance
Speed, rated
impeller diameter, rated
Impeller diameter, maximum
Impeller diameter, minimum
Efficiency
NPSH required / margin required
nq (imp, eye flow) / S (imp. eye flow)
Minimum Continuous Stable Flow
Head, maximum, rated diameter
Head rise to shutoff
Flow, best eff. point
Flow ratio, rated / BEP
Diameter ratio (rated / max)
Head ratio (rated dia / max dia)
Cq/Ch/Ce/Cn (ANSI/HI9.6,7.2010j
Selection status
Customer
Project name : Default
0.00 USgpm
109,0 ft
119.6 ft.
0.00I 0,00 psis
Ample
60 Hz
3500 rpm
6,75 in
6,87 in
4,2'5 in
-r0.0Oft
N/A Metric units
10.00 USgpm
175.2 ft
60,72
98,25 %
80.46 %
1,00E i.00/'1,0
Acceptable
Pump Performance Datasheet
Encompass 2.0 • 16,0,2.0
t lquid
Liquid type
Additional liquid description
Solids diameter, max
Solids concentration, by volume
Temperature, max
Fluid density, rated / max
Viscosity, rated
Vapor pressure, rated
Material
Material selected
Pressure Data
Maximum working pressure
Maximum allowable working pressure
Maximum allowable suction pressure
Hydrostatic test pressure
Driver & Power Data
Driver sizing specification
Margin over specification
Service factor
Power, hydraulic
Power, rated
Power, maximum, rated diameter
Minimum recommended motor rating
How - USgpm
Water
0.00 in
0.00
68,00 deg F
1.000 7 '1.000 SG
1,00 cP
0.34 psi,a
tandard
75.82 psi
N/A
NIA
N/A
Rated power
0,00 %
1.00
2.20 hp
5,17 hp
5.38 hp
7.50 hp / 5,60 kW (Fixed)
PENTAIR
CLEARWATER, INC. PHONE: 52
P© BOX 1469 HICKORY, NC 28602
855-3182 FAX:
2

Indus tri I Park Put -rip Statin Rolocati on Project
PU P STATION
N CALCULATIONS - 4
hide Plains Road
Febru 2 2017
BENJAMIN B, THOMAS, F.E.
WEST CONSULTANTS, PLLC
MOR ANTO , NORTH CAROLINA
Fiorce
Ain (Alta
nate
CONSULTANTS pi
NC LICENSE a. I -0 10

I. DESIGN FLOW:
A. PRESENT FLOW:
TYPE OF UNIT NO. UNIT FLOW TOTAL FLOW
(GAL/DAY/UNIT) (GAL/DAY)
1-BDRM RES, UNIT 0 120 0
2-BDRM RES. UNIT 0 240 0
3-BDRM RES. UNIT 0 360 0
BUSINESS (EMPLOYEES) 150 25 3,750
CHURCHES(SEATS) 0 5 0
RESTAURANTS(SEATS) 0 40 0
DAY CARE 0 25 0
RETAIL (1,000 SQ. FT,) 0 100 0
TOTAL:
PEAK:
B. FUTURE FLOW:
3,750 GAL DAY
2.60 GPM
6.51 GPM
TYPE OF UNIT NO. UNIT FLOW TOTAL FLOW
(GAL/DAY/UNIT) (GAL/DAY)
1-BDRM RES, UNIT 0 120 0
2-BDRM RES. UNIT 0` 240 0
3-BDRM RES, UNIT 0` 360 0
BUSINESS (EMPLOYEES) l 25 0
CHURCHES(SEATS) 0 5 0
RESTAURANTS(SEATS) 0 40 0
DAY CARE I) 25 0
RETAIL (1,000 SQ. FT.) 100 0
INDUSTRIAL ACRES 00 880 88,,000
TOTAL:
PEAK:
88,000 GAL/DAY
61.11 GPM
152.78 GPM

II. SYSTEM CURVES
FORCEMAIN SIZE: 4" SDR21 I.D. = 4.046 INCHES
EQUIVALENT LENGTH = 1806 LF
LOW WATER ELEVATION=
HIGH POINT=
STATIC HEAD=
Q
GPM
f
FT1100FT
Hf
FEET
1113 66 MSL
1187.82 MSL
74.2 FEET
120
150
PIPE I.D. (IN.)
2°' SDR21 2
3" SDR21 3.146
4" SDR21 4,046
6" SDR21 5.955
8" SDR21 7.755
Hs TDH f Hf Hs TDH
FEET FEET FT/100FT FEET FEET FEET
20 0,042 0,76 74.16 74.92
40 0,151 2.73 74.16 76,89
60 0.320 5,78 74.16 79,94
80 0.545 9.85 74.16 84.01
100 0.824 14.88 74.16 89.04
120 1,155 20.85 74,16 95.01
140 1.536 27.74 74,16 101.90
160 1.966 35.51 74.16 109,67
180 2,445 44,15 74.16 118.31
200 2.971 53.66 74,16 127,81
220 3.544 64.00 74.16 '138.16
MIN. PRESENT PUMPING RATE: 6,51 GPM
MIN, FUTURE PUMPING RATE: 152.78 GPM
0.028
0,100
0.212
0.361
0.545
0.764
1.016
1,301
1,618
1.966
2,345
0.50
1.81
3.83
6.52
9.85
13.80
18.36
23.50
29.22
35.5081
42.3549
74.16
74.16
74,16
74.16
74.16
74,16
74,16
74.16
74,16
74.16
74.16
VELOCITY
FPS
74,66
75.97
77,99
80,68
84.01
87.96
92.51
97.66
103,38
109.67
116.51
red if < or = 2 fps
2.50
2.99
3.49
3.99
4.49
4.99
5.49
FUTURE PUMP SELECTION: Hydromatic 4" S4KXP, 175ORPM, 20HP, 10 in. 1r11peller non -clog pump
PRESENT PUMP SELECTION: Hydromatic 3" HPGHHIHPGHHX-750, 3500RPM, 7,5HP, 6.87 in. impeller grinde
OPERATING CONDITIONS BASED ON C=120 (SEE ATTACHED CURVES):
ONE PUMP ON: 160 GPM @ 110 FT, TDH FUTURE
TWO PUMPS ON: 170 GPM @ 115 FT. TDH FUTURE
107 GPM @
91 FT, TDH PRESENT
EQUIVALENT LENGTH CALCULATIONS
EQ LENGTH PER
TE
PS SUCTION PIPE
(SUCT'N SUCTION 90° BEND
SIDE) SUCTION 45° BEND
DISCHARGE 90' BEND PS DISCHARGE PIPE
(DISCH GATE VALVE (DIS. SIDE)
SIDE) CHECK VALVE
TEE (BRANCH FLOW)
FM 45° BEND
FITT"GS 90° BEND
4 " FM (L) FORCE MAIN
UNIT QTY EQ LENGTH (feet)
0
4 " FORCE MAIN
0.0
0.0
0.0
2.0 11.8
32.0 32.0
0 2.9
0 38.0
_________12.0_____ __
.. 'e 14.0
:0 35.4
a( 1660.0
TOTAL
1806,1
pu

IIL WETWELL DESIGN:
A. DETERMINE OPERATING VOLUME:
7
T=
Qddf =
Q=
PRESENT:
30 MINUTES (7.5 TO 30)
2.60 GPM
160.00 GPM
V = 76.85 GAL,
B. SELECT WETWELL DIMENSIONS:
DIAMETER:
6 FEET WETWELL DEPTH =
PRESENT CONDITIONS:
OPERATING DEPTH: 0.36 FEET
TOP ELEV
GROUND =
LOWEST SEWER IN
LAG PUMP ON =
ALARM =
LEAD PUMP ON =
PUMPS OFF =
BOTTOM =
1129,00
1128.50
1116.50
1115.02
1114.52
1114.02
1113.66
1111.16
T=
Qddf =
Q=
FUTURE:
7.5 MINUTES (7.5 TO 30)
61.11 GPM
160 GPM
V - 283.28 GAL.
17.84 FEET
FUTURE CONDITIONS:
DEPTH REQUIRED FOR PUMP PROTECTION:
PRESENT CONDITIONS CYCLES PER HOUR :
FUTURE CONDITIONS CYCLES PER HOUR :
C. CHECK FLOTATION:
1. BUOYANCY = SUBMERGED VOLUME X 62.4 PCF:
WETWELL I.D.
WETWELL O.D.
SUBMERGED DEPTH:
BUOYANCY:
2. WEIGHT OF WETWELL:
TOP
RISER =
BOTTOM
6.00 FEET
7.00 FEET
18.01 FEET
43,240 LBS.
9,00 INCHES
16,59 FEET
8.00 INCHES
OPERATING DEPTH: 1.34 FEET
TOP ELEV =
GROUND =
LOWEST SEWER IN =
LAG PUMP ON =
ALARM =
LEAD PUMP ON =
PUMPS OFF =
BOTTOM =
2.50 FEET
2.0
8.0
AND
1910.00 LBSNF
AND
TOTAL =
FACTOR OF SAFETY
EXTENDED BASE SLAB IS REQUIRED
BASE SLAB EXTENSION =
HEIGHT OF SOIL
WET SOIL WT.(50PCF) =
8.0 INCHES
17.34 FEET
13,883 LBS.
THEN TOTAL RESISTANCE TO UPLIFT =
FACTOR OF SAFETY =
1129,00
1128.50
1116.50
1116.00 *
1115.50
1115.00
1113.66
1111.16
*: 0.5 FEET BELOW
LOWEST SEWER
IN TO ALLOW
FOR MORE Qddf
3,876 LBS.
31,686 LBS..
3,850 LBS.
39,412 LBS.
0.91
53,295 LBS.
1.23
OK
NO GOOD

ive i"fJ i3
rrliasvv hie ;eycd
- deem datl
'laving i-ai a 4,n k limp( a
W TVVELL
-SERIES;,
BBA 0 D.
(FT) (FT)'
915`
1370
1913
2267
267
445112030 14312
ATA PER TIN[ ALL CONCRETE
WEIGHTS
HTS
,' '"F) BASE (LB)* TOP
2600 277
3850 3876
5240 7625
6840 8689
HEIGHT
BASE
CHES)
TOP
* BASED ON BASE AREA X HT X 151 PEF
EXTENDED BASE'
O.D. (FT)

PE TAI
Operating Condition
Flow, rated
Differential head / pressure, rated (requested)
Differential head / pressure, rated (actual)
Suction pressure, rated / max
NPSH available, rated
Frequency
Performance
Speed, rated
Impeller diameter, rated
Impeller diameter, maximum
Impeller diameter, minimum
Efficiency
NPSH required / margin required
nq (imp. eye flow) / S (imp. eye flow)
Minimum Continuous Stable Flow
Head, maximum, rated diameter
Head rise to shutoff
Flow, best eff. point
Flow ratio, rated / BEP
Diameter ratio (rated / max)
Head ratio (rated dia / max dia)
CgiCh/Ce&Cn [ANSI/HI9,6.7-2010]
Selection status
Customer
Project name : Default
160.0 US pm
110.0 ft
112,5ft
0.0010.00 psi.g
Ample
60 Hz
1750 rpm
: 10.00 in
12.00 in
: 8.50 in
: 37.31
: - / 0.00 ft
N/A Metric units
140.4 USgpm
116.8 ft
6.19 %
754.1 USgpm
21,22
83.33 %
64.18 %
1.001 1.001 1.001 1.00
Acceptable
Pump Performance Datasheet
Encompass 2A - 16.5.1.0
Liquid
Liquid type
Additional liquid description
Solis diameter, max
Solids concentration, by volume
Temperature, max
Fluid density, rated / max
Viscosity, rated
Vapor pressure, rated
Material
Material selected
Pressure Data
Maximum working pressure
Maximum allowable working pressure
Maximum allowable suction pressure
Hydrostatic test pressure
Driver & Power Data
Driver sizing specification
Margin over specification
Service factor
Power, hydraulic
Power, rated
Power, maximum, rated diameter
Minimum recommended motor rating
350 400 450 500 550 1300 650 700 750
Flow - USgpm
0.00 in
: 0.00
68.00 deg F
1.000 / 1.000 SG
: 1.00 cP
0.34 psi.a
Standard
50,55 psi.g
N/A
: N/A
N/A
Rated power
0.00 °/a
1.00
4.44 hp
11.91 hp
23.89 hp
15.00hp/11,19kVV
Continuous Stab
operating region
PENTAIR
CLEARWATER. INC. PHONE: [phone] FAX [phone]
PO BOX 1469 HICKORY, NC 28602

FA
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6
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TOWN OF TAYLONSVJ1:L
CAPITAL IMPS LVEMENT KAN
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PUPS
LIMPS
TCH L GOLO 11
011 P
iON SYSTEM
SCHEMATIC

Site Name
Pump 1
Pump
Runtime Summary Repo
Taytorsville NC, Town of
/1/.6
-- Runtime
Mutes
11,03.0 1,16,
12,912.00 1,226,640
2,442,925
66.41:

Site Nare
Paul Payne Pum
Pump
Pump
Runtime Summary ar Report
Taylorsville NC, Town of`
/ .06
Runti
rats
47,844.00
47,265.00
TOTAL
AVG
e
Gal
4,305,960
4,253,850
8,559,810
2.3,452GPD

Site Name
Pier Point
Pump 1
Pump 2
Runtime ummar Report
Taylorsville NC, Town of
1/1/2016
-- Runtime
nutes Gallons
708 00
6,714,E
2,513,280
2,674,240
t$Y'L+�2i.�..n�SSustfA`;'�ic4i lidik3i��

Site Name
Alexander Indust
Pump 1
Pump
Runtime umm r Report
Taylorsville NC, Town of
01
park Pump Sta
Runtime --
nuts Gallons
, 7,208
63t10 124,03

ees Pump St
Pump 1
Pump2
RuntimeRuntne SummaryReport
TaylorsvOle NC, Town of
/1/21a
26 304,00 4,458,528
862,00 2,721,1
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NORTHWOO P
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DAY DRIVE P.
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WASTE TP`F?
T'PAfT
PLANT
FAIRGROUN S P
TAYLOR KING P
TOWN t P T4 YL PI1_ 1_
CAPITAL IMPROVEMENT PLAN
SCHRONCE P,
ACE ONIA PS
COLLECT
FLOW'

SAUNDERS PS
T TES PS
PS
SYSTEM
MAT IC
NDU `RIAI-PS D `NI i F PS
TH`:,
CONSUL
STATESVILLE
PALLET PS
FAX:,
F TA T,
SSte
51 435 5 i1
525) 433 555

N R/DW R
FiEGIOFNAL OFFICE
PS Location
Gravity Serer
..... ..... . .
FM Location

321 White Plains Rd - Google Maps
Page I. of 2
321 White Plains Rd
Hiddenite, North Carolina
Street View - Apr 2008
Image capture: Ap
08 © 2016 Google
hops://www.googIc.coraps/(d>35.9167516,-8I . I263O3,3a,75y.124.31 h,78.9MJdata 13m i11e 1 !3m4! 147 WV)T FrO5yKri4F... 1 1 /28/2016

hite Plains Rd - Google Maps Page 2 of 2
Liberty
https://www.google.com/reaps/ 3 .9t67516- 1.12 303,:3a,75y,12431h,78.93t/data-!3rn6!lel!3m4!1sgFWbTCFr05yKn4E... 1112 /2016

Febru
r Qua ity Secs
esr ille Region 1 t :
NCDENR
610 E. Centereraaae
Mooresville, NC 1 15'
405 South Ste
828333 a 61 '` r, -
rentdnto
Re, Alexander County
Alexander laadustrial 1'ark P np Stalla�s
To It May Concern;
1"he fast 1
or 4'
rrati v
commen
nk
ek ap licatioi
for Alex
1 nortl;
ded in this subrraittaa
1as and a check t
Releacaticra
WEST CI NSUL1 ANT S. T LLC:
13en Lail®
Mail vest
project tlaaat pp, sses to install alp
e)' are demo
Ulg one. "1 lae ll ° astall alalaac xiraaately 1, E17 LE" a
s East '1 on, 1'lo Ae.eeptance Ala licatic
4 0.00, E'le asr e raa ti it you have questions or
31(1 LE of
county \vI ar
rack Applica
e1 tr e1

Number WQ0039034
rusrart Category
Non -discharge
P
Permit Type
Gravity Sewer
xtension, Pump Stations, Pressure Sewer Fxt+
Primary Reviewer
Barry love
Coastal SVMR.ute
Permitted Flow
3 750
Facility
Central Files, APS
Permit Tracking Slip
Status
Active
Version
1.00
Permit Contact A
Project Type
New Protect
Permit Classiflcation
individual
Facatilt Name
Alexander Indust Park 'Pump Station Relocation
Location Address
Owner
Facllety Contact Afflllabion
Region
Mooresville
County
Alexander'
Own Name
Alexander County
Date siente
Owner Type
Government - County
Owner Affiliation
Richard French
621 Leedom) Rd
ayBorsville
NC 28681
Ong Issue: App Received Draft Initiated
2/13/2017
2/6/2017
Regulated Activities
Scheduled
Issuance
Office
Wastewater culls
utrat
Public Notice
Ue
Effective
2113t21y17 2/1312017
Requested /Received Events
Expiration
Additional information requested 2t6117
Additional information received
aterbody Warns
rn ndex Number
u rre
Clasp Subbasin

21 LILEDOUN ROAD
TAYLORSV1LLE, NC 28681
(828). 2 11 1
FLAY TO H DEO
ORDER OF
Four Hundred Eighty and /100******
I Park Pump St ti n R location
TAYLORSVILLE SAVINGS BANK, SSB
r YLO RVILL.L; N
'HO GNAT
*480.00
760
a
.: RR