WQ0039875_Regional Office Historical File Pre 2018

Water Resources
March 23, 2018
Mr. Zack Waddell, Manager, Real Estate and Construction
Manheim Remarketing, Inc. d/b/a Manheim Statesville
6205 Peachtree Dunwoody Road
Atlanta, GA 30328
Dear Mr. Waddell:
ROY COOPER
(jover°ror
MICHAEL, S. REGAN
Secraerar s
L FDA CULPEPPER
")iro tor -
Subject: Permit No, WQ0039875
Manheim Remarketing, Inc. d/b/a Manheim
Statesville
Manheim Sewer Service Extension
Wastewater Collection System Extension Permit
Iredell County
In accordance with your application received March 22, 2018, we are forwarding herewith Permit. No.
WQ0039875 dated March 2.3, 2018, to Manheim Remarketing, Inc. d/b/a Manheim Statesville (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 This permit shall be effective from the date of issuance until rescinded, and shall be subject to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 11.1: This permit shall not be automatically transf
approved.
b
equest must be made and
Condition 11.4: 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 1508 of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
-' '-iNfothing Cc>tnpares�.
£in+'ronerenaal Quahllc zr I e5c ur s W''anr r?ua t e as ap
tisatire301 \loores,,ills.Nor Ih Cararlina
ORS

If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
Sincerely,
DocuSi ned by:
P4,444,
F'181 F f369A2D84A3.,.
for
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: R. Blake Day, P.E. (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
2

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
Manheim Remarketing, Inc. d/b/a Manheim Statesville
Iredell County
for the construction and operation of approximately 219 linear feet of 8-inch gravity sewer to serve the
Manheim Sewer Service Extension project, and the discharge of 7,652 gallons per day of collected
domestic wastewater into the City of Statesville existing sewerage system, pursuant to the application
received March 22, 2018, 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 contained therein.
1-DocuSigned by:
4,11e4 11 P; 41c
\--- F161 F869A2D8&4A3___ f o r
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0039875
Permit Issued: March 23, 2018

SUPPLEMENT TO PERMIT COVER SHEET
Manheim Remarketing, Inc. d/b/a Manheim Statesville is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the City of Statesville Fourth Creek
Wastewater Treatment Plant in accordance with Permit Number NC0031836.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division approval
is based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in
the application. It shall be the Permittee's responsibility to ensure that the as -constructed project meets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 7,652 gallons per day, 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 vo'idable unless the agreement between Manheim Remarketing,, Inc. d/b/a
Manheim Statesville and City of Statesville for the collection and final treatment of wastewater is in
full force and effect. [15A NCAC 02T,0304(h)]
II. STANDARD CONDITIONS
1. This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.103)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 1SA NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996,.as applicable; the Division's Minimum Design Criteria for
4

the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. 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 NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .01Q8(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week. .
e_ High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.

1. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24
hours, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number (8001,858-0368 00919) 733-3300.
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C al)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
6

marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. if a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)1
9_ A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those

as may be required by this Division, such asthe construction mfadditional or replacement facilities.
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, orordinances that may be imposed bythe Division any other Federal, State' o/
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of LocaV government agencies. [5.3-143'

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Manheim Remarketing, Inc. d/b/a Manheim Statesville
PERMIT #: WQ0039875
PROJECT: Manheim Sewer Service Extension
ISSUE DATE: March 23, 2018
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, LI full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
❑ Final n Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State ofNorth Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office' 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 213115

Kimley ))Horn
March 19, 2018
NCDENR DEQ
Attn: Mr. Barry Love
Mooresville Regional Office
610 E. Center Avenue
Mooresville, NC 28115
RE: Manheim Sewer Service Extension
145 Auction Lane
Statesville, NC
On -site Private Gravity Sewer
FTA 04-16 Narrative
Mr, Love:
RECEIV ETDINCDENRIOVVR
R OS
00 RESVfl„,LE R ECti)NA L rFfCE
The gravity sewer system being proposed will serve the existing Manheim Automotive auction site
Commercial/Domestic wastewater, located at 145 Auction Lane, Statesville, NC 38625. The proposed
development will gravity feed via 120 LF of 8" PVC, 64 LF of 8' DIP, 35 LF of Seamless, High
Strength Steel, and one (1) proposed manhole to an existing offsite sanitary sewer manhole and 16"
DIP gravity line along a 3D' Permanent Sanitary Sewer Easement which terminates at the Fourth
Creek W1NTP permit #NC0031836. The flow is based off historic data from the existing site to an
onsite water treatment facility.
This submittal package consists of the following:
• FTA 04-16 — Manheim Sewer Service Extension
• Check #3050 for $480
• FTSE 04-16 — Manheim Sewer Service Extension
• USGS Topographic Map
• Street Level Map
• Construction Plans
We trust this meets your needs for approval of this project; please feel free to call me at (7(4) 319-
5691 if you have any questions or concerns.
Sincerely yours,
KIMLEY-HORN AND ASSOCIATES, INC.
R. Blake Day, P.E.
Project Engineer
kiintey-horn,com
200 South Tryon St, Suite 200, Charlotte, NC 28202
704 333 5131

State of North Carolina
l'..)epartunent of Environmental Quality
Division of Water Resources
Division of Water Reource
ISA NC AC 02T .0300 — EAST TRACK SEWER SYSTEM EXTENSION APPLIC,ATION
ETA 04-16 & SUPPORTING DOCUMENTATION
Application er:14L 40 be completed by DWR)
All items HIUSt be completed or the application win be returned
1. APPLICANT INFORMATION:
1,..Applicant's name: Manheim 7flliI-kering., Inc. il/b/ii Manheim Statesville (company, municipality, HOA, utility, etc.)
Applicant type: L Itutividual
El Federal 0 State/County
3, Signature t-rathority's name. Zack Waddell per 15.A NCAC 02 1 .0106(h)
Ivtati42,et: Real 1,,..tate and Construction
4..Applicant's mailing itddress: 620,5 Peachtree Dimwit
City: Atlanta State: Zip: 30328-
5. Applicant's contact information:
Phone number: (678) 6,15- 854 Email ,Address, Zack.WaddellOcoxautoine.com
Corporation 0 General Partnership Lil Privately -Owned Public L.Rility
0 Other
RECEIVEOINCDENF410WR
\NOR OS
NIOORESViLLE REGJONAL
IL PROTECT INFORMATION;
.Project. name: Mlnheim Sewer Service Extension
2. Application/Project status: El Proposed (New Permit) ri Existing Permit/Project
If a modification, provide the existing permit umber: WOOOand issued date:
I)'.new construction hut part of a master plan, provide the existing permit number, WQ00_
3.. County where project i,s located: tredell
4. Approximate Coordinates (Decimal Degrees Longitude: -0.85,29"'
5. Parcel ID (if applicable): 4756-09-6596
(or Parcel ID to closest downstream sewer)
111, CONSULIEVNT INFORMATION:
1. Professional Lueioeei R Blake .Dtly License Nuinhei 045238
Firm: Kimiley.,tion arrid Associates.
Mailing address: 2.00 S. Tryon Street,. Suite 200
City: Charlotte State: 'NC Zip: 28202-
Phone number: (70.4) 319-5691 Email Address:. blake.da0*inilley-hom,com
IV. WASTEWATER TR LATM ENT FACILITY (ANNVTI) INFORMATMN:
I. 'Facility Name: Fourth Creek WW'IP Permit Number: NC003 1 836
Owner Name: City of Statesville Water Resources
V. RECEIVING DOWNS`TREAM SEWER INFORMATION (if different than WWII):
1 Permit Number(s): WO Downstream (Receiving) Sewer Size:
System Wide C9Iteetion System Print Number(s) (i WQCS
Owner Name().
inch
FORMt FTA 04-1,6 Page 1 of 5

GE°:NE E2J#E. kE (p0:`IITF\EENTS
st
Operationaal,
a'c:s ❑'.v0
IProperly Owners° A;as1.t_ciatl tt, has an ()matt al Aesect ern (Wit HO,A) been attached?
❑ yes ❑No
el< all that ap
preschool / day care
ood turd drink fact I i tics
S.'ot'lices ' factories
Nu ure.
Has a flow reduc.tttan
TE°ire+, ctarovidea
Summarize vastc\\aterto
Recta
Retail tsrith food.
❑ 1tileclical denial >
❑ Church
❑' Nursing II( ato
tra ,tit;!'C °c�a�araterciatl _" <7 Cottara er
nclttsta`iatt (Sec 15A NCAC O21F,Q103(20))
AP -Is there. ac Pretreat sent Program in effect?
ted
Cablishment 'Type (secs 02T.O,E E4(''
a See 15A NC,. 02T .(1114
and rc a denti:al prope
in (i S. 42A-4).
b Per 1.5A NC"A( 02T .(11 'l4(c), tl
tic.tttrnained using tavatlable. flow
T ,f)l l4
r caveats
parent uses; public aeces,
Car Wash
❑ Hotel andtor Motels
❑ Swimming Pool /C_"lubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
❑ Yes [❑ No
❑ Yes No
tahlishmerits not idcn
arcs, cacc=aa.
Gata,tewater ,generated by project: t,( s2 GPI) (per 15a NCAC 02T ,() 114)
• 1)o not include future flows or l rcviiausly perntitt .cl allocations
It`ltet°aatittcd flow is zero indicate why:
❑ Primp Station or (irtfvity Suter whc
❑ F liras already been allocaati d in
El Re'hatt,ilitaCi.ot of rcltle,txaet ol'ea
0 ()Char (Explain): —_
sewer i4
bsequent pen
cted
o be used as v€a'
NCAC" 02T,01 14J sl
l cathcs measured dal
FIA 04-1(
Page 2 of ,

VII.
GRAVITY SEWER DESIGN CREFERIA Of Applicable) - 02T .0305 & Nine i(Gravity Sewers):
1, Summarize gravity sewer to be pertnitted:
Size (inches) Length (feet) Material
8 120 PVC
8 (i4 1)11'
8 SEAMLiESS ST La.
Section 11 &III of the MDC .for Permitting of Gravity Sewers ti,oritifins information related .to design criteria
Section III contains information relatedto minimum sl.opes for gravity sewer(s)
Oversizing lines to meet minimu HI slope requirement is not allowed and a violation Of the MDC
VIII. PUMP STATION DESIGN CRITERIA Of /4plicahlel — 02T .0305 & NID( (Pump Station/Force
COMPLETE FOR LA.CII PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: iN(iN,
2. A.pproYimate Coordniates (Decimal 1)ogtces) 1 atitude ongitude:
3. .Design flow of Me pump station: millions gaikins per day (farm capacity)
4,
Operational point(s) ()lithe purop(s): gallons per minute at
Summarize the .foree mainto be permitted (for this Pump Station):
Length (feet)
feet total dynamic head apli)
Material
b. Power reliability in accordance with .15.A NCAC 02T „0305(h)(11:
Standby power source or pump with automatic (i.ctivation and te.klyory - 15A NCAC 021 ,0305(h)(1)(13):„
• Required for all pump stations with im average daily ilow greater than or equal to 15,000 gallons per day
• Must be permanent to facility
Or i the pump station has an average daily flow less thiAll 1 5,000 gallons. per day:
El Portable power source with manu0l. activation., quick -connection receptacle and telemetry 13A NCAC 02T
:0305(11)(1)(C)
or
El Portable pumping unit with plugged emergency pump connection iind telemetry - 1.5.A NC.AC 1121 ,0305(h)(1)(C):
• It shall be demonsti ated. to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station,
i*4 Ilfthe portable power source or pump is dedicated to multiple pump stations, all evaluation of all the pump stations' stotage
capacities and the rotation schedule of the portable pou/er source or pump, including travel timeframes, shall be provided
in the case of a multiple station poweti outage.
1OR.M: FTA 04- 16 Page 3 of S

IX. SETEIA.C.K.S & SEP.A U.ATIONS (02B .0200 & 15,k NCIAC! 021 .0305(f)):
Does the project comply with all separations round in 5A 'NC.AC 02T .0305(1')
15/s) NCAC 02T,030501 contains minimum separations that shall he provided. for sewer systems:
Setback Parameter* Separi00 ou. Required
Sto1 m. sewers and other utilities not. listed below (vertical)
Water mains (vertical -water over sewer including in benched trenches)
Water mains (horizontal)
.R.eclanned water lines (vertical - :reclaimed over sewer)
P eclaimed water lines (horizontal - rec Fanned over sewer)
**Any private orpublic water supply source, including any wells, 'WS-1. waters of ,Class 1 or
Class Il inlounded reservoirs used as a source of drinking water
'Waters classified WS (except WS-I or WS-Vk B, S.A.,. (.1)13.W, HOW, or SI3 from normal
high water (or tide, elevati)n) rind wetlands (sce ire.m .1X,2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
1ichcs
An building foundatior
Any basement
sin enf embairkt or cuts of: feet ( nore vertical, height
)rainage systems and intereepIor drains
swimming pools
Final earth. grade (vertical)
• 15A INKIlAC 02T,0305(g) contains ithernatives where separritions in 02T,0305(t) cannot he achieved.
'...' **Stream classifications can he identified using the Division's NC Surface Water Classification.s webpage
• If noncompliance', with 02T.0305,.t) or (g), see Section X of this application
24 inches
81 IL(1CS
IQ feet
1.8 inches
2 feet
10(1 feet
50 feet
10 feet
5 'feet
10 :feet
0 feet.
2. Does the project comply With separation requirements for wetlands? (50 feet of separation) E Yes fl
• See the Division's. draft separation requirements for situations where separation cannot he meet
No variance is required tithe titternative design. criteria specified is utilized in design and construction
As built documents should. reference the location of areas effected
3, Does the project comply with setbacks found in ihe river basin rules pet° 15A NC'AC 02H 0200? El Yes
This would include Trout Buffered Streams per I5A.NCAC 213.0202
4i Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certille,arions?
Information canhe obtained from. the 401 & u
r ch
0 Yes No
YOS Ej No
N/A
5, Does project comply with 1.5A NCAC 02T,0 105(0(6) (addition.al )erilhis/certifi(ations)? E.) Yes El No
Per I5A NC,AC 02T.Q105(cl(61, directly relater! environmental permits or certification applications are being prclu have
been applied for, or have been obtained. Issuance of this permit is contingent. on issuance of dependent permits (erosion and
sedimentation control plans., stormwater management plans, etc..).
6. Does this project include any. sewer collection lines that are deemed "high -priority?"
Per 15 NC 021"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,
E Yes 0 No ENA
If yes. include an attachment with details fir each line, including type (aerialline, size, material, and location).
Iligh priority lines shall be inspected by the permittee or its representative at least once eNery six -months and inspections
documented per 15A NCAC 021'.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04- (6 Page 4 of 5

CERTIFWATIONS:
„ Does the submitted syatem comply with 5A NCAC, 021, the
an Mnins It -s vett' t and the jtiiMinin'
'Yes
E
D si -ria
P-rmitin
eFsion
' P
cable?
If No, ceinplete and submit the VariantiteliA„hernative De,sign Request application (V„A.DC 10- 4) rind supporting documents for
rcview, Approval of the request is required prior tosubmitt al of the Fast 1 racLj ica • a supporting doeurn.entsa,
2, Professional Engineer's, Certificationt
Rubel Blake Day
'Professional Engineer's name from .Application Item
attest thatt.
1.t "c1ti0t,1,.,-
has been reviewed hy me aild is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge, I further attest that to the best
of any ,knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
.Minimum ,Design Criteria for Gravity Sewers (la.test version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest vei'sion), A„Ittiough other professionals may have developed certain portions of this
submittal package, inclusion of those materials under my signature and seal signifies Mat .1 have reviewed this material and
have judg,ed it to be consistent with the Rroposed design,
NOTE In accordance with General Statutes 143-215,6A and 143-215,6B,. any person who knowingly makes any 'false
statement, representation, or „certiticaation in any application package shall be guilty of a Class 2 misdemeanor, which may
include a line not to exceed SI0,000, as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: CAR
. .„•••a•a,„
E.5Sa„
3 Applicant's Certification per 15A NCAC 021 .01 06(b):
Zack Waddell - Construction Manager
(Signature Authority's name & title from Application
m 1.3.)
• SEAL
• 045238
that this application for
has been reviewed by me and is accurate and complete to the best of ray knowledge, 11 understand that if all required parts of
this application are not completed a d that if all required supportinu documentation anal itttachments .are not included, this
application. package is subject to being returned as incomplete, 1 understand that any discharge of wastewater from this non -
discharge system to surfa.ce wiaters or the land will i li n an immediate enforcement action that may include civil penalties,
injimctive relief and/or criminal prosecution, 1 \5 111 make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if ail required parts of this application package are not completed and that if
all requiredsupporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — in accordance with General Statutes J 43-215,6A and 1437215,613, any person who I:no:will:city 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 $25,000 per -violation.
Signature,
Date: 3/20/18
,1ORM: [TA 04-16 Page 5 of .5

t.3fVf50ir3 Or NNicQgr, e:`wo'dgfCP;`�.
:tv+L N OFFICE
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Manheim Remarketing, Inc. dba Manheim
Entity Requesting Allocation: Sratervil(�
Project Narne for which flow is being requested: Manheim Sewer Service Extension
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Fourth Creek WWTP
b. WWTP Facility Permit #: NC 0031836
All flows are in MGD
c. WWTP facility's permitted flow 4.0
d. Estimated obligated flow not yet tributary to the WWTP 0.26851
e. WWTP facility's actual avg. flow 2.4
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
0,007652
2.67616
66.9%
I. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stati
ns located between
Pump
Station Firm
(Name or Capacity, '*
Number) MGD
Fifth Creek. 1.19376
he project connection point and the WWTP:
(A)
Design
Average Daily
Flow**
(Firm 1'pp,
MGD
(b)
Approx.
Current .Avg,
Daily Flow,
MGD
0.477504 0.01776
(C) (D)B+C) (E)=(A-D)
Obligated,
Not Yet Total Current
Tributary Flow Plus
Daily Flow, Obligated
MGD Flow
Available
Capacity***
4.007652 0.025412 0.452092
The Finn Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump stati
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is
Downstream Facility Name (Sewer):., Fourth Creek WWTP
Downstream Permit Number: NC 0031836
divided by a peaking
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Scott Harrell, PE, Public Works
Director / City Engineer certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items Iisted above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Page 2 of 6
FTSE04-1b

• 2/27/2018
NC States
ZUSGS u.
seiseacs for a changing eer!
80°52'30"
52 `30" "
"10 N
EPARTMENT OF THE INTERIOR
U.S. GEOLOGICAL SURVEY

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERK8|TTEE:
PERMIT 4:
PROJECT:
ISSUE DATE:
x
NlanheimRemnrkebng,Inc d/b/aK4anhcimStatesville
VV(0O39875
k8anheim5ewe,Semice6x|ens\on
March 23'28l8
This project shad riot beco°o�dered complete nor allowed 1ooperate ioaccordance with Condition 7of
this permit until the Division has received this Certification and ad required supporting documentation. it
should be submitted in a nianner that documents the Division's receipt. Send the required documentation
theRegiona|Supervisor,VVater0ualhyReD}ona|Operations\ectionat1headdnusatthebuttom.
Any wastewaterf|mm made tributary to the wastewater coUection system extension prior to completion
of this Certification shall be considered a violation of the peun|t and shall subject the Permittee to
appropriate enforcement actions. The Permhttpe is responsible for tracking all partial certifications up
until a final certification is received. A Final [ertificat�undI�0be p complete set ofmrnrd drawings and
design calculations regardless of whether pa�)ab have been submittcd.
PERMITTEE'S CERTIFICATION
1, the undersigned agent for the Pernnitteel, hereby state that thb 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 Permktoe is prepared to operate & maintain
the wastewater collection system permitted here..�­i or portions thereof,
Zack Waddell 8/2/18
Printed Name, Title /,SIgna1urc
Aoo�in L Wat ta
ENGINEER'S CERTIFICATION
Date
the State o(North Carolina,
having been authorized to observe ( periodically, | weekly,, | � huOdmc) the ownstruc\ion of the
project name and location as referenced above for- the above Permittee hereby -state that, /o the best of
my abilities, due cane and diligence was used in the observation of the construction such that the
construction was observed to be built vvithin substantial comp||ance of this permit; I5A NCA[02l1; the
Division of Water Resources' (Division) Gravity Sewer K8mimum Design Criteria adopted February l/'
l99G'asapp|icabkstheDivision's MinimumDesign Criteria [orthcFast'TeckPcrmiuingnfPurnpS,adoru
and Force Mains adopted June l'2O0V asapp|icab|e�and other supporting ma\erim4 --~'
I
North Carolina Professional Engineer's Seal w/ ignatum&datc�
Final Partial (include description)
� SEAL :
^ 030861 ~
�
Certification Comnnents/Quo|iGeo(attach ifmmcessaq)�
CertificaCioo L-osed on -_oi -i -�racf_ oc p -r-ovidecl ma��ed up Cl wi��s
lzzstallation of 100' 0f sewer not observed.
o�ofnwIT11ral"Aum Y,.Tl� il 1111=11;11muW� *,,oitrcos|s�Qualm R�,,pona/cpoutwo,
m"°=m/l�Regional 610u*Cemcf*°n°,�uv30/|u"­�°,T/exrmn",,m�8//x