WQ0040274_Regional Office Historical File Pre 2018

Resources
ciital Quail4C'
September 20, 2018
Mr, Joseph Scarborough, Senior Development Manager
Seefried Properties, Inc.
3333 Riverwood Parkway, Suite 200
Atlanta, GA 30339
Dear Mr, Scarborough:
ROY C
PER,
MICHAEL S. REGAN
Sec -raw s-
LINDA CULPEPPER
!Worm, L!rr'S`ezor
Subject: Permit No, WQ0040274
Seefried Properties, Inc.
Project Quattro
Wastewater Collection System Extension Permit
Mecklenburg County
In accordance with your application received September 7, 2018, we are forwarding herewith Permit No.
WQ0040274 dated September 20, 2018, to Seefried Properties, inc. (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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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 perrnit shall not be automatically transferable; a request must be made and
approved,
Condition 11u.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T ,0403 or any individual systern-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
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714, Unless such demands are made, this permit shall be final and binding,
State ot'North Carolina
ooresvoIle. Reportzill Clrfi .;t 610 East

If you need additional information concerning this matter, please conta
or via e-mail at [e-mail].
Sincerely,
aocuSigned by:
A14CC681AF27425.._
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
CC:
Matt Edwards, P.E. (e-copy)
Charlotte Water (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
Barry Love at (704) 235-243

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
Seefried Properties, Inc.
Mecklenburg County
for the construction and operation of approximately 960 linear feet of 6-inch gravity sewer and 1,910
linear feet of 8-inch gravity sewer to serve 1500 employees and 112 loading bays as part of the Project
Quattro project, and the discharge of 48,700 gallons per day of collected commercial wastewater into the
Charlotte Water existing sewerage system, pursuant to the application received September 7, 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.
DocuSigned by:
A14CC6A1AF77425
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0040274
Permit Issued: September 20, 2018
3

SUPPLEMENT TO PERMIT COVER SHEET
Seefried Properties, inc. 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 Charlotte Water McAlpine Creek
Wastewater Treatment Plant in accordance with Permit Number NC0024970.
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, 48,700 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 voidable unless the agreement between Seefried Properties, Inc. and
Charlotte Water for the collection and final treatment of wastewater is in full force and effect. [15A
NCAC 02T.0304(h)]
II. STANDARD CONDITIONS
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 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and force Mains adopted June 1, 2000, as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]
4

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 .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 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.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
5

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 [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part 1 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 II 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(a 1)]
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
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 0ZT.0105(n)]
9_ A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria -for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A 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. 115A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
7

12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)]

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Seefried Properties, Inc.
PERMIT #: WQ0040274
PROJECT: Project Quattro
ISSUE DATE: September 20, 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 sneer in the State of North Carolina,
having been authorized to observe (❑ periodically, Liweekly, 1 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 ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State ofNorth Carolina I Environmental Quality I Water Resources l Water Quality Regional Operations
Mooresville Regional Office' 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
']M 4411400

Kimley»)Horn
Septemb
NGNEWhQ` Moaresvi
Sanitary Sewer Pe
610 E. Center Ave„
Mooresville, North Careali
8 1 15
RE: Project Quattro - Fast Track Sewer System Extension Application
To whom it may concern,
The referenced project, "Protect Quattrc" i an appr95-acre commer"oial development
Iodated between I-85, l-485, Wilkinson Boulevard, and Tuckaseegee Road in Charlotte, North
Carolina. The developrnent consists of a 2,4 nriiiiorr square foot warehouse building and associated
parking and utilities, The development will be served by a combination of a new public and private
sewer that will tie into an existing Charlotte Water 8 sewer main located south of the property in
Wilkinson Boulevard.
The following documents are enclosed:
Application (original and copy)
• Applications Fee ($480 check)
• Flow TrackiinglAcceptance Form (Charlotte Water)
• Site Maps (Aerial and Topographic)
Please do not hesitate to contact me by phone or by email at 794_954-7493 or matt.edwardsey-
horn,carn should you need any additional information.
Edwards, .E.
Ra ey-Horn 200 South Tryon S root.
200 ea th Tryon Street,
rte 200, Ch

Division of Water Resources
15A NCAC 02,T 17As--
A pp'ft l N;ilinber:
otiNorth. rohria
Delray1 it fll 1 t 1,,:aivirowneutal Quality
Oivisioa of \Vat -et. Resources
s \,,,s11.-‘,1 Ex TENsioN t1 FIAcAT
Fr A (}41,16 & s 1.1 1" po Nc Doc u ENTA:u oN
:.;oulpikt,cd. by
All items tnust completed or 11i II 11)1. rettiriicd
A pELICANT I NFOR,,IVLATION:
AppiTha[ICS1 rbk„now.11, Se,eiticd Properties, Inc. etc„)
2, ,Appbcani [11 I P iiJuif( PiPIuHiL 1 ti ity
Fedcral Statc/Couilty LI Municipal
3, Signature authority's nwrie: Joseph Scarporciiwh per 15A NCAC O2F 0106(b)
Titk: Senior DeveIppment Mnna,aer
4. Applicant's mailiq, address. 3.33,3 Riverwood Parkway. Suite 200
City: Atlanta State: GA "4133c),.
Appliutn(s contact inforrnzition:
Phow number: (86,4) 612-8 10,4 Email Address: .1 oeS"!'a seefrie,dproperl les, coin
Other
RECIIIIVEDINCOENRIMYR
Qk OS
moORESVILLE P. OFFICE
11. PROJECT IN Ei()RAIN"FION:
Project Hartle: Project Quattro
2, „i\ppl ication/Project status: F.] Proposed tNe,..v Pernth) F:xistin, Permit/Project
modaieation, provide the existin,(,..:i, permit nurnbor: and issued date,
IT new constrUC60111)11t part Of1 master plan, provide the L\LliiL pertnil number: ,-IiI7,1,1t00
3, County Nyhere project is located: Mecklenburg.,
4. Approximiate Coordinate (Decimal 1)egrees):Liiuudc 35,2451.ong,itude: -80,965'
5, Parcel ID (i'f
(or ParceiI ID to closest down.tre,am sewer)
111. CONSI.IILTANT INFORMATION:
ProressionaI Engineer. Matt Fclwards k„,icense Number.. 1.026,10
Mailing address: 200 South Tryon Street, Suite 200
City: ("Illatil‘tte, State: N 28.?02-
Phone number: (704) Q 1 1 LRILI A,c1dress: Mat1„Edwards0<i1flley-horm,com
IV. WikSIEWATER TREATIVIENT FACILITY (WWTF) INFORMATION:
_Facility Name: trwni/Sugart Mc.,Alpitio Permit Number: NC,00249,45,NC0024937„ NC0024970
Owner Narnot, Chzulotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than 'WWII,");
1. Permit, N ither(s): WV/02012.0 Downstream (keccivin0 Sewer Size: 8 inch
System Wide Collection System Permit Numbed's) (if appIicable): \\IQ(
Owner NomeIsI. Charlone Vs:aier
14)RNI: 1TA 0,4- 6 Page I or 5

VI, (It,NDKA RDQI AREA] ENTs
if the. pfiticani is a PrivilielyrOwned Public haS a Celli ficate of Public Coro,,Tr6ence ho2n .ittach.cd"!
Ye.s 1N
2. 1 Ithe rAppliefint s Oct voloper flora to sti soft, has a Devoprs Operationaj Agreement (FORM: DEV) been iittiche)1?
Eelfl1. iN L Nsr:\
If the Applican is a HoirielPropertv OwnOwners' Association, has anOperational Agreement,(FORJO: DO, been attached?
11 Yes 1,11N1
4. Origin of wai;rewater. (cheek alt thin apply):
[„„, 1:-<'..esidentitil Owned id stores, ccriters„
Kesii,lentiiii 1...eased Li 1...etail with food preporinioins,arviec
L schoo1. preschool s11 i c fl merricall denial / veterinanv facilities
Food and 11 11i0 facilities Charch
Di] Businesses, offilL011 L LJ Nursing
Dar Wash
1 Hotel andfor Motels
wm10.14g Pool /Clubhouse
LA Sciviimni.rig Backwash
Other Hrxplain 111Attaehment)
5. Nature of wastewater : !it:, DomestielCommercial 10(12iial (2ortal i )re:nil
'lie) industrial iSee 15A NCACO2a),0103 20))
*is Ole.) Pretreatment Progrian in effect? ri Yes [1 iNi.,i
6, Has a flow reduction been cipproved under 15A ,K.A(021° .01 14(T)? —1, Yes H Ng
> if.yes, provide a. copof flow reduction approval letter
7, Summarize ‘vastewater generated by projeth:
Establishment Type (see 02T,011.44)) I
; Daily Design Flow ":•I' I No. of 1.1.rfilD
110 'IV
1 General business and office facilities 125 a st fiday 1500 i''' 37.50Pi PD
Warehouse 100 gaildity 112 11.200 GPD
gale OPD
C.
(4P1)
1 okii I 48,700 (I PI)
See 15A NCAC 02T ,0114(12), (d) Lel( 1) and (c)(2.L.) Fir ea.veats to wastewater design flow rates 1 inin Minna flow per
dwelling: proposed iinknown develop:man usest public access facilities located near high public use iiircias:
and residential property located south ill- east o the At lailtic Intracoastal 'Nab:Tway to he tised as vitcat ion reatals its defined
in (IS: 42A-41,
Per 15A NCAC 021 ,01 PIM, design Dow ribes for establishments not iderailied Di table 15A NCAC 02T„0114 I shall be
determined using Clow data. wilier usang fixtures, occupancy or operation patterns, and other measured data.
8, \Vivi:to:water generined hv pi oject, (lPD (per 15A„NCAC 02T .0114)
Do not include tutere flows or previously poi -mated icillocations
pertnItted flow is zero, indicate why:
11 Pump Statical or Gravity Sewer where tiow he permitted in silbsequent permits that connect to this line
n 11, v has already been allocated in Permit Number,
Rehabilitation or replacement of et,: isting sewer with no new ow expected
Other
FORM: 1TA 04- I( Page 2 of 5

GRAVITY SEWER CRI LERJA tlijApplieul)le) - 02T .0305 &MD ' a Sewers.):
L ;Summarize gravity 00,8er permitted:
Size (iuches)
t Material feet)
, 1
I
6" . 960 pvti,
Section11& [II offe INIDeI for Permitting of Gravity Sewiers contains information relawd .to desiim cri1uria
i';'r Section HI contains informittion related to irtiniiramin slopes for gravity sewierts)
Oversizing lines Iv', meet minimum slope requirement is not allowed and a violation of the .11.1J1C
PIIMP ST,A.TION I)E.SIGN CRITERIA (if Applicable).— 02T 0305 & MDC (Pump Stations/Force Mains):
14YIR .EACH PLIIVIP STATION liN(TELTDED IN THIS PROJECT
.Pump station number or name:
2, ,Approximate Coordinates (Decimal .1)egreesli Latitude: . Longitude:
1. Design no\ .. of the pump station: millions giillons perdn (firm capacit)i)
4. Operational pointtis) of the purr ois): per minute at Ccict iotal dyramic heac. 11)111
5. Summarize the force main to be permitted Her this Punip Station):
Size. (inches) .Lengah t[eel) rvlaterial
6. Power reliability 111 tccordance with I5A. NICAC 02T .0305(h)(
0 Standby power source or N..6n1 aCtiVatiOn and teleriletry .15A NI AC 02T .0305(1))( )(IC):
Required for all pump statiprIS 11,1411 0.11 aVeragc daily flow greriter than or equal to 1 DII Oi1.ti pOr day
Must be permanent to fuel
Or if the pinup station has an tivera.ge driily flow less than I 5,000 gallous per day:
El Portable powier source with manual activation, quick -connection receptacle and telemetry I5A NC:AC 02T
.0305(I1)0 I(C)
Or
.Portable pumping unit plugged emergency pump connection iand telemetry - 15A 'NC./1(„i o2T ,o3o5:000)“,7):
11shall he demonstrated to the Division that the portable source is owned or contracted by the applicant. (draft agreeMen11,)
and is compatible itli the station,
Itheportable power source or pump is dedicated to multiple pump stations., an evaluation Of ',;rl'j the pump stations' storage
ciipacities and the rotation schedule °litho portable power source i,)r pump, including travel tiniett antes, ,shal I be provided
in the case of a multiple station pm.ver outage.
FOR NI 1 TA 0-1-10 Page3 o 5

Anv swinumtin pools
et,li ih 21ade Cfir Cal.)
SET.RACks; „S VITA RATIONS - (O2I .0200 1.SA NC.AC 021,0305(01
14ocs4, pittject comply with all scperations round in 15A NCAC 02T .0305(ft &(g),
.0 A 0,2T,03 050) C 0 11 WE riS ril lrlj 111IJflSCpirot ions rhI' 11 he:provided for sewer systems:
S 1, Separation Rennin:, etback Partin:lc-ter*
Stiorm ,nrs and other utilities not listed below 04,4tical) incJles
Water innins (veriicril- \\cater ova SC includingni ri benched trenches) 18 inches
Water maims (hor /Grit a 0 feet
11 ter ljnes (vertical - rocianned o \„-er scaver`i inelt
Recl'iiimod water lines (horizontal - reelaiincci over sew,cr,) 2 feet
private, or public water supply source, Mc hiding any •wells„ WS-1 waters of Class or
Class iiripounderi reservoirs used as a source 01rinking wttter OC) feet
c las:sit-red WS (excepi \VS-1 Or WS- V ), Li,. SA, OtO,V,11(11, ‘t\n„ or SVi• Iropi normal
water (or tide elevation) and tvetlands (see item lX.2) 50 feet
*4.4,\ny ()titer stream, ItikT, impoundment, or• ground VCO ter I OVVCCrng Ind surface driiinage
ditches 0 feet
Any buildiim rOUnckiton 5 feet
Ativ basement 10 feel
rop slope of ernhankinew or cots of 2 feet or n•iorc vertieal height 10 feet
Drainagsysterris tind interceptor drains 5 feet
10 feet
36 inches
154 NCAC 02T.0305W contains illterriarives Where septtrations 021,0305W carmot be achieved.
:An "Stream elassificati ORS Can be identified using the Division's NC Surface Water Classifications webpage
if noncompliance with 021".0305(0 or (g),. see Section X of this application
Does the project cor(lply with separation requirements for wetlanth;? (50 C01 11 scp,tirat ion) 4
";•‘t See the .Division's draft separation requirements 'for situatioms where separation cannot he meet
No variance 0 required -if the altertiajive design criteria specified is utilized to design and construction
:•• As built documents should reference: the location or areas effected
.Does the project cAntiply Mtn setbacks •fointd i•r1 the river basin rules per 15A NCAC 02B .0200?
This would. include Trout Buffered Stream. •per 15A. NCAC 2R.0202
4. 1,.)oes the project require coverage auth0ri4atio1 nder Nationw ide or
individual permits or 401 Watca- Quality Certifications?
fn(ormation can i)e obtained from the 401 & BuffrPermiittng Branch
Yes
No
NIA
5, Does pntject comply with 15A NCAC 02T.0105 c . „) p. 11110. 01.111 lC]I)Ii1lO NJ 1.0 ri No
.Per 15A NCAC 02T.0105(c)(_6), directly related environmental permits or certification applications are being prepared, have
horn applied for, or have been obtained. Issuance of this perunt is contingent on issuance of depondent permits (erosion t•uld
sed imenatition control plaits, storrawater management plans, etc.).
6. Does this project ine.lude any sewer collection Lines that 010 deemed "hi0h,0riority?4
Per 15A NCAC 021,0402 "high -priority sower" moans "any aerial sewer, sewer contacting; surtace 'waters, siphon, or sewer
positioned parallel I•o strearnbanks that is subject to erosion that undermines .or deteriorates the sewer,
[T] Yes N/A.
I I y•c2s, 'include an attachment w,ith details for each line, including type eri1 ine, „size, tnaterial, and (1016
High priority !Messinabe inspected by the perm ittee or its .representative at least once every:six-months and inspections
documented per 15A, NCAC 02T,0403(a)(5) or the perruitee's individual Syslem-Wide (1,'ollection permit,.
FORM: 0rA 01-16 Page 4 of 5

X. CE.I2.TIFICATIONS;
1. Does the subrniited system comply vwith .i
and fence M
If No, ctarnplete and suthe Variance/Alternative
Cri
0 No
ign l equestapplicaatiou (VADC 10-14) an
applicable?
porting documents for
review. Approval of be refines t is reenuired prior tty5iabrnittal of the Fast Track Application and tpp©rtina documents.
2. Professional Engineer's Certification:
(Professional Engineer°s nattie ftolta Application 1
rat this application for
has been reviewed by me and is accurate, cornplete and consistent with the information supplied in the plans, s motions,
engineering calculations, and all other supporting documentation to the best of my knowledge..1 further attest that to the best
of my knowledge the proposed desi M 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 se signifies that 1 have reviewed this material and
have judged it to be consistent with the proposed design
NOTE in accordance with General Statutes 143-215.6A and 143 215.613, any person who knowingly makes any false
statement, representation, or certification in any apphc;ati+ n package shall be guilty of a Class "2 misdemeanor, which may
include a fine not to exceed S 10,000, as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal, sigtittture, and date:
Applicant's Certification per 15A NCAC 02T .6106(b)e
(Sign
°Authority's name
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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, 1 understand that any 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. 1 will make no claim against the Division of Water Resources should a condition
of this permit be violated. t 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 14-21'y_6A and 143-2 t 5.bB, any person who knowingly makes any false
statement, representation, or certiticcation in any application package shall be guilty ofa Class 2 misdemeanor, which may
include a fine not to exceed S10,000 as well as civil penalties up to $25,000 per violation.
Date: 01_,CI
FORM: ETA 04-16
Page 5 of 5

a
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Kimley-Horn and Associates, Inc.
Project Naive for which flow is being requested: Quattro
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: Irwin/Sugar/McAlpine
b. WWTP Facility Permit #:
NC0024945, N00024937, NC0024970
c. WWTP facility's permitted flow
All flows are in MGD
99.0
d. Estimated obligated flow not yet tributary to the WWTP 11.895
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
63.767
0.0487
75.661
76.4
II. Complete this section for each pump station you are responsible for along the routeof this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
Pump
Station Firm
(Name or Capacity, *
Number) MGD
(A)
Design
Average Daily
Flow**
(Firm / pt),
MGD
Paw Creek 10.5 4.20
(B) (C)
Obligated,
Approx. Not Yet
Current Avg. Tributary
Daily Flow, Daily Flow,
MGD MGD
4.69 0.564
Total Current
Flow Plus
Obligated
Flow
5.254
(D)=(B+C) (E)=(A-D)
Available
Capacity***
-1.054
* The Firm 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 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 < 0.
Downstream Facility Name (Sewer): Long Creek Pumping Station
Downstream Permit Number: WQ0020120
Page 1 of 6
FTSE 04-16

III. Certification Statement:
Keri Cantrell 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 listed 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.
c:$ 9/5/2018
Signing Official Signature Date
Page 2 of 6
FTSE 04-16

•
PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 where Available
Capacity is < Q.
Pump Station (Name or Number):
Given that:
a. The proportion and amount o.f Obligated, Not Yet Tributary Daily Flow (C) accounts for
10.7 % and 0.564 MGD of the Available Capacity (E) in Pump Station
Paw Creek ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.564 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Paw Creek Force Main Replacement is in design or under construction with
planned completion in Paw Creek FM - Q1-202 ; and/or
d. The following applies:
Charlotte Waters Community investment Plan has allocated funds for improvements to the Paw Creek force main and a five -million gallon
ER basin al Long Creek Pump Station. Long Creek and Paw Creek pump stations operate as a system using SCARA data to determine the rate of flow delivered from the
upstream pump station, Long Creek, to Paw Creek the downstream facility. Long Creek pump station has the ability, to transfer flows to flow
equalization tanks during peak flow events and then meterout flow to Paw Creek as flow conditions allow. In addition, the basins for both
stations are large and result in a daily peaking factor of 2.06 at Paw Creek Pump Station, which allows the stations to operate safely at
flows greater than 40% of the firm pumping capacity.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over-allocatingcapacity in
the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
•, G3t2�v
9/5/2018
Signing Official. Signature Date
Page 3 of 6
FTSE 04-16

CHARLOTTE
WLTE R
February 27, 2018
Ms, McKenzie Publicover
Kimley-Horn
200 South Tryon St
Suite 200
Charlotte, NC 28202
SUBJECT: WILLINGNESS TO SERVE.
PROJECT QUATTRO
TODD ROAD, CHARLOTTE NC
After an analysis of the sanitary sewer system associated with the proposed project, Project
Quattro, it was determined that there is sufficient capacity to accommodate the proposed sewer
flows from this project at the connection points) indicated on the submitted exhibit plan for
transmission to the McAlpine Creek Wastewater Treatment Plant (NPDES Permit#
NC0024970). Please note that the availability of flow is subject to change, and that this
willingness to serve review in no way guarantees future capacity. Further review of the project
through the Charlotte Water Capacity Assurance Program is required prior to acceptance of the
proposed flows.
Charlotte Water (CLTWater) agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water
Supply Management Plan, PWS ID # 0160010 on file with the Public Water Supply Section of
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
Due to the involvement of other agencies and continuing growth of the water and sewer system,
the ability to provide service for future projects cannot be guaranteed nor reserved. Connection
to the CLTWater and sewer system is accepted on a first come, first served basis.
The applicant should understand that this letter is not an authorization to construct or extend
private water or sewer systems, as the appropriate local or State permits are required prior to
construction. If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
harlatte Hat zr 1 ra ksture Bivd. Chharlotte, NC 28216 charlattes
e
d by the City or Charlotte

MOOR5SVQLE RE[_ QNA).. (OFFlCl
Capacity Assurance Program Application Flow Analysis
100
Customer' Name. Matt Edwards, Kimley-
Hom and Associates,
inc
Submittal Date: 7/19/2018
Reviewer: Jon Beam
Project Name: Quattro
Service Address: 8300 Tuckaseegee Rd
Service City: Charlotte
Service State: NC
Service ZIP: 28214
Tax Parcel Number: 05537123
Approval Type. Conditional
Flow Tracking Status, inactive - Condition
Connection Type: Major
Certification Date. 7/26/2018
Project Type. Non Exempt
Basin: PAW
Requested Average Daily How (gpd): 48,700
Peaking Factor: 2.5
Percent of How Applied: 100
Surcharges or Downstream SSO s. No
Nodes and Flows Affected by this Application (Values shown for flow/capacity are in gallons per day)
Node Name € jai IRernainin
Requested �Ic�w iBas����itY Available C�a ac"�,,
28 1121,750 ' d8,000,00 1-145,816 6
35 + 36 1121 750 2,800,000 12,800,000 12,678,250
1121,750 130,000,000-2,500,625 l-2,622,375
9 1121,750 27,500,000 1+4,826,115 4-4,947,865
McAlpine Creek 154,544 9,400,000 i4,440,381 14,385,837
PAW CREEK 1121,750 121,750
Caacity 'Percent R
183.5
95.7
1049
1102,5
98.8
a
n
Requested peak now and available capacities for pumping stabons and flow mrinftors are reported as peak flow. Requested
peak flow and available capacities for WWTPs are reported as maximum month flow. l The available capacities presented for
WWfPs are approximate and for informational purposes only; consult TechnicalMemorandum 15 — Guidelines for evaluating
Treatment Capacity for more information,
Comments" After an analysis of the sanitary sewer system associated with proposed design of project 10018572, Quattro,
it was determined that there is currently sufficient capacity to accommodate the proposed average daily flow
of 48,700 gallons per day at the connection point(s) indicated on the submitted utility plan.

0
ey»>Horn
200 SOUTH TRYON STREET SUITE 200
L:Hr' RLO1 I L, N082 H CAkO .DNA 282 2
PHONE: (7" 4) 333-51 1
GRAPHIC SCALE IN FEET
0 250 500 1000
STREET LEVEL MAP (AERIAL)
PROJECT QUATTRO
THIS 0OCUMENT, MUNCH NTH THE CONCEPTS AND MOONS PRESENTED HEREIN, AS AM INSTRUMENT OF SUER+
AND PAPNCPIR RELIANCE ON MIS ODDMENT ■M OUT VINTON AUTHOR11SA7ION AND ADAPTATION BY KI IEY-#1
Y
TU

6/25/2018
•
North Carolina Secretary of State Search Results
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online •
Add Entity to My Email Notification List • View Filings • Print an Amended a Annual Report form
Business Corporation
Legal Name
Seefried Industrial Properties, Inc.
Information
Sosld: 1715973
Status: Current -Active
Annual. Report Status: Current
Citizenship: Foreign
Date Formed: 6/14/2018
State of Incorporation:
Registered Agent: COGENCY GLOBAL INC.
Addresses
Reg Office
212 South Tryon Street Suite 1000
Charlotte, NC 28281
Reg Mailing
212 South Tryon Street Suite 1000
Charlotte, NC 28281
Mailing PrincipaL Office
3333 Riverwood Pkwy SE Ste 200 3333 Riverwood Pkwy SE Ste 200
Atlanta, GA 30339 Atlanta, GA 30339
Officers
Stock
https:llwww.sosnc.govlonline serviceslSearchlBusiness_Registration profile?Id=14330417 1/1

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERK4[TTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
SeefMedProperties, Inc.
VVQ8O4O274
Project Quattro
September 2O,20JS
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 c1ccumentation, It
should besubmitted inamanner that documents the Division's receipt, Send the required ducunnentadon
the Regional Supervisor, Water Quality Regional Operations Section atthe address atthe bottom.
Any wastewater flow made tributary to the wastewater collection system extension phorto completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Pe,mittee |sresponsible for tracking all partial certifications up
until afinal certification is received. &Fina| Certification shall be complete set ofrecord drawings and
design calculations regardless ofwhether partials have been submitted.
PERMITTEE'S
1, 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 Permhttee' and the Permhtee is prepared to operate &maintain
the wastewater collection system permitted herein o/ portions thereof.
Printed Name, Title
Signature
ENGINEER'S CERTIFICATION
WLT -
Date
|'as a duly registered Professional En 'r in the State ofNo�h Carolina,
having been authorized to observe (C�] periodically,� weekly,| |full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the bestof
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be bo]t within substantial cnmp||ancc of this permit; 154 NCAC 02T; the
Division of Water Resources' (Dk/is�on) Gravity Sewer Minimum Design Criteria adopted February ll
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 materWs,
North Carolina Professional Engineer's Sea� w/signatUre & date:
��Fioa| [ |Partial (include description)
VIN
Certification Comments/Qualifiers (attach if necessary):
uw"�mmhu°nmm/mWnmm°mu u"mxv|v��m*�"�m va�Ouu*n�"mn nr"m~m

Ki o n
July 8, 2019
North Carolina Department of Environmental Quality
Mooresville Regional Office
619. East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Subject: Project Quatrro _., WQ0040274
Tuckaseegee Road, Charlotte, NC
KHA Ref #: 019854001
To Whom This May Concern:
On behalf of our Client, Kimley-Horn is formally submitting the following close-out documents
and Certifications for Fast Track Sewer Permit WQ9949274,
Signed and Sealed Fast Track Sewer Engineering Certifi
Paper Copy of as -built drawings
CD containing a PDF of the as -built drawings
Please do not hesitate to contact me with any questions or if additional information i,s required
by email at rriatt,edwarrjis ,kdri ley-tgimpTMcc_rr or by phone at 704-954-7493.
Sincerely,
KIMLEY•HORN AND ASSOCIATES, INC..
Matthew A. Edwards, PE