WQ0039667_Regional Office Historical File Pre 2018

Water Resources
Environmental Quality
December 7, 2017
Mr. Daniel K. Williams, Chief Investment Officer
Meritex Charlotte II LLC
- 25 University Avenue NE, Suite 200
• Minneapolis, MN 55413
Dear Mr. Williams:
ROY
COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
Subject: Permit No. WQ0039667
Meritex Charlotte it LLC
CLT Logistics
Wastewater Collection System Extension Permit
Mecklenburg, County
In accordance with your application received December 4, 2017, we are forwarding herewith Permit No.
WQ0039667 dated December 7, 2017, to Meritex Charlotte 11 LLC (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effective from the date of issuance until rescinded and shall.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:
Conditions 1.1 & 1.2: Alternative designs are granted relative to the minimum slope of the sanitary sewer
and minimum separation distance from wetlands, per 15A NCAC 02T.0105(n). Please see
Conditions 1.1 and 1.2 for more details.
Condition 11.1:
Condition 11.4:
This- permit shall not be automatically transferable; a request must be made .and
approved.
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.
Nothing Compares—
State ofNorth Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704-663-1699

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.
If you need additional information concerning this matter, please contact Barry love at [phone]
or via e-mail at [e-mail].
Sincerely,
by W."'trey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Jeffery C. Orsborn, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (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
Meritex Charlotte II LLC
Mecklenburg County
for the construction and operation of approximately 1,739 linear feet of 8-inch gravity sewer, a 0.008975
MGD pump station with .duplex pumps, on site audible and visual high water alarms, telemetry, and a
portable generator receptacle; as well as approximately 697 linear feet of 2-inch force main to serve the
CLT Logistics project, and the discharge of 8,975 gallons per day of collected industrial wastewater into
the Charlotte Water- existing sewerage system, pursuant to the application received December 4, 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 • e effective from the date of issuance until rescinded and shall be subject to the specified •
cond ions and li ' itat'. ns contained therein.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0039667
Permit Issued: December 7, 2017
3

SUPPLEMENT �� ������U�� � ������
o�� PERMIT n^���m.o* .�u�m~u�n
Meritex Charlotte 11 LLCi5hereby 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 NCO024970.
Permitting of this project does not constitute an acceptance of any part of the projectthat does not meet
15A N[AC 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 ofPump 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.
L SPECIAL CONDITIONS
1. No flow in excess of the quantity permitted herein, 8,975 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 tmand approved bythe Division. [1SANCACO2T.0]04(b)]
2. This permit shall become voidable unless the agreement between K4eritex[harkztte U LLC and
Charlotte Water for the collection and final treatment of wastewater is in full force and effect. [15A
3. Each pump station shall beclearly and conspicuously posted using a weatherproofsign with apump
station identifying name/number, I4'Hour Emergency telephone number, and name of the
owner/operator of the sewer system/pump station and instructions to call the number in the event
ofalarm 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. D5A N[AC0ZT
UN.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 Pennktee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials asmay beappropriate. The approval ofthis request shall beconsidered mnits
merits and may ormay not beapproved, [15ANCA[OITD1O4;G.8143'I15.1(d3)]
4

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]
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.

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,
Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
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 55O 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 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 II of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the 550 was beyond control. [G.S. 143-215,1C(a1)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:
6

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 welt, 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 as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0148(b)1
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)}
8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERM ITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:.
Meritex Charlotte II LLC
WQ0039667
CLT Logistics
December 7, 2017
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
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 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 dul registered Professional En Engineer in the State of North Carolina,
having been authorized to observe (periodically, ❑ weekly, E] 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 of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Offieel 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28I15

Dlvllon of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC () T .0300 FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
I, 1 A 04-16 & SUPPORTING DOCUMENTATION
Application N€unber: /Q , ( (to be com,plc1ed
AU items roust be completed or the application .will be returned
APPLICANT INFORMATION.
1. Applicant's name: Meritex Charlotte
2. Applicant type: LJ Individual
❑ Federal
ure au
LC (company, munieipality, I-iOA, utility,
Corporation ❑ General Partnership
El State./County El Municipal
Ltatnel . Williams per 15A, NCAC 021' .0106(b)
Title: Chief ln��estrtaent Officer
4. Applica. ddress: 25 y Avenue NE. Suite 200
City: Minneapolis
5. Applicant's contact information:
Phone number: [phone] I..avail Address: a arertrzmcritex com
MN Zip: 55413-
❑ Priva.tely;-(1) ned Public Utility
❑ Other
II. PROJECT INFORMATION:
1.. Project name; CL"I' Logistics
2. Application/Project status: 7 roposed (Neuw Permit) ❑ Existing I unit/1
If a m,odifieation, provide the existing permit number: WQOO and issued mite:
If new construction but part ofa master plan, provide the existing permit number: W(0
3, County Wtitere project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.192 Longitude:-80.935'
5. Parcel ID (if applicable): 141-054-37
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
1. Professional Engineer: Jeffery C, Orsborn License Number: 028786
l^irm: Orsborn. Engineering Group. PA.
Mailing address: 610 East Morehead St. Suite 106
City: Charlotte State: NC Zip: 28202-2614
Phone number: [phone]
Email Address: jorsbonildorsbonr-eng.com..
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:.
1. Facility Name: McAlpine Creek Permit Number:. NC0024970
Owner Name: CL'TWater (CML7f))
V. RECEIVING DOWNSTREAM SEWER INFO.R.MATION (if different than WWTF):
1. Permit Number(s): WQ unknown Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Numbers) (if applicable): WQCS
Owner Name(s): CLTWater (CMUI))
'TA 04-16 Page 1. o1 5

VI. GENERAL REQUIREMENTS
If the Applicant is a Privately -Owned Public 'ty,
2. If th.e Applicant is a .1_
If the Applicant is
las a Certificate of Public Conve
cnce and Necessity been attached?
El Yes 0No N/A
ts to be sold, has a Developer's Operational Agreement (FORM: DFV) been attached?
El Yes 0No N/A
Ow. ers' Association has an t. A ee .en ")A.laden attached?
El Yes 0No N/A
4, Origin of Avastewater (check all that apply):
0 Residential Owned
O Residential Leased
O School / preschool / day care
.Food and drink facilities
0 Businesses / oll-ices / factories
O Retail (stores, centers, .malls)
0 Retail. with food preparationiseryice
El Medical / dental / veterinary facilities
O Church
O Nursing Home
El Car Wash
0 Hotel and/or Motels
El Swimming Pool /Clubhouse
0 Swimming Pool/Filter Backwash
Other ( Warehouse
5, Nature of wastewater 0 % Domestic/Commercial 0 % Commercial
100 % industrial (See 15A NCAC 02T .0103(20))
) Is there a Pretreatment Program in effect? 0 Yes
6. Has a flow reduction been approved under 15A .NCAC 02T ..01.14(f)? 0 Yes
provide, a. copy of tlmv reduction approval. letter
7. Summarize wastewater generated by project,.
No
No (Warehouse)
Establishment Type (see 02T.0114(D)
Warehouse
Office
Daily Design thb
Flow
100 gal/docks
No. of Units
71
25 gal/employee 75
FloIN
7,100 GPD
1,875 GPD
gall
ga
ga
gal/
Total
GPD
GPD
GPD
GPD
8,975 GPO
a See ISA NCAC 02T .011.4 b ,(1. andie)(2) for caveats to wastewater design..flow rates (i.e., minirnum flow per
dwelling; proposed unlaiownnon-residential development uses; public access facilities located near high public use
areas, and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S. 42A-4).
b Per 1.5A NCAC 021" .0114:(c), design flow rates for establishments not identified [in table 13A NCAC 02T,01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project.; 8,975 GPD (per 15A NCAC 02T .0114)
Do not include future :flows or previously permitted allocations
If permitted flow is zero, indicate why:
O Pump Station or Gravity Sewer Vlthere flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in PermitNumber:
0 Rehabilitation or replacement of existing sewer with no new flow expected
0 Other (Explain):
FORM: FTA 04-16
Page 2 of 5

GRAVITY SE ER DESIGN CRITERIA (If Applicable) - 02T ,0305 11vI:DC' (G ravitr° Sew
ummarizc gra
be
d.
the 1v11.)C for Perm tin
)rrnation related to rrunimum
zing lines to meet minimum slope requirement is not allowed and a violation of .the MDC
Length (l:tx t)
Material
PVC
•o design err te
V111. PUi4TP STATION DESIGN CR1'T.ERIA (If Applicable.)-02T .0305 & MDC (Pump Stations/Fore e Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
Pump station rrtra°tJ..
Approximate Coordinates (1)e iraa<:rl l)cgre s): Latitude 35,193` l.caragittade: Kt.),'135
3, Design flow ofthe pump station: ().00I 75 millions gallons per day (firm capacity)
4. Operational points) ofthte. pump(s): 49 gallons per minute at 554 feet total dynamic hr
5. Summarize the 0 rce main to be permitted Or this Pump Station)::
Sia
6. Power relia
Length (feet)
A NCAC 0
0 Standby power source or purup 5A NCAC 021' .(:)
> Required for all pump stations withan average daily tlow greater than orequal to 15,(:)CK) s allons per
Must be permanent to facility
Or if the pump station has an average daily How less than 15,f30p gallons per day:
Portable power source with rrvan uarl activation, quick -connection r ptacic and trticnietry> I5A l CAC 02'T`
.0305(h)(1)(i.')
or
0 Portable pumping to it n th pl
It shall be demonstrated to the
and is compatible with the statton.
It' the potable power source or pump i dedicated to multiple pump stations, ate c:e•alt,ttrtion of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel t.imefratnes, shall be
prodded in the case of a multiple station power outage,
ed crrtergency pump connection and telemetry - I ill NCAC 02T .0305
d or contracted by
pplicant (di
I)(Cy
f agreement)
A04-16

SETBACKS & SEPA.RATI©NS — (0213.0200 1.5A NCAC 02T .0305(
Does the projcc
15A NCAC 02T
rater mains (hf)ri
with all separationsf'c)tr9td in f5r NCAC
3050) Contauls Irtlrr0.al
ritback Paraat3ie
lairned water lines (°cortical-rec�luin
izontal
Ans private or pu
'r
d over sewer)
;d lie s
eluding any Wells, WS-1 waters of Clan;
11 impounded reser't'rs used as a source of drinking water
ept. \ S-.l or WPS•V). 13.E SA, C)RW 11(„ W, or 513 front rrcrrntal
ion) and wetlands (see item IX.2 )
impoundment, or ground water lowering and surface drainage
ditches
Any bui
earth gr
El Yeas ❑ No
24 inches
2 feet.
5 feet.
10 feet
10 feet
r 15A NCAC CI- .0305(g) contains aalterriat:i es +vlaere separations to 02T.0305f 6'Q cannot be acliie sred.
y **Stream < lassificaations can be identified. using the I.,)ivision's NC Surface Water CI tt sif'acations rvebpaage
ban with 021 0305(f) or 1g tie. Section X of this application.
Does the projec
See the I)i‘i sior
• No Variance is required if the alterna
As built documents should reference the k
Does the prig ee
• T1ris would
th separation req •
lands? (5- feet of sa:partrtion) ® Yes ( No
separation cannot be meet
s utilized in design and con,stntctic
tiith all setbacks found ila the ricer basin rules per I5A NCAC 0213 .0200?
rout 13u11`ercd Streams per 15A NCAC 213.0202.
4, 1 oe, the protect comply \\ith ten indi\'ideal 404 Permit or arty' 40 ➢ Certifica
• Wetland -related permits shall tn: requested, obtained,
ed to 1:or projects flail im
Infrrmat.ion cY.n be obtained tironi Uie 401 & Buffer Pei-mittinI rarrela
15A NCAC" 0217.0105(c4(6) (additional permitslcertitiicataontiY
®Yes
5 or surface \Viilt.TS
Yes Q No
Per 15A NCAC 02'"1°•01C)Sfc)(Ea), drteetlti related Litviroruttetatal pertaiits or certificaaticin alaplications aie heir'tg prepared have
been. applied for, or hai` this lx raatit is c cmtingc nt ern i sta exec caf dei ndent permits (erosion and
sedimentation control plains, storm.\\atct rn:l agement plans, etc.
s this prcJject
l5A NCAC t3:
boned parallel
elude a
14l)2, "high-pric>rit
sta'eambank,s than
meat \\it
n lines that are deemed "high-priorit)'i"
cr'' tneans "any aerial se\ er, seer contacting surf€tcc
ieet to erosicart that undermines or deteriorates the see•\er,
N
pe (aerial line, size, rnateriale and locatit
High priority lines shall be inspected by the permittm or its representative at 'least once every si tnths and
inspections documented per 15A NCAC 02T.0403(a)(5) or the perrnitee's individual SYstern-Wide Collection permit.
"1'A 04-16
a•4 of 5

rx.. CERTIFICATIONS:
1. Does the ssubrnitted system comply with 1.5 .
and Force e i'ytarris jlatest sea-snon). and the
he \1
No
as app
If No, complete and submit the 'V ariancee/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 Certification:
effery C. Orsborn
(Professional Engineer's name from Application Item [11.
attest that this application for
has been reviewed by me and 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 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 with the proposed design.
NO I"F — In accordance with General Statutes 143-215.6A and 143-215,6B, arty 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 $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T ,0106(h):
Daniel K. Williams; Chief investment Officer
attest that this application fo
(Signature Authority's name & title from Application Item 1.3.)
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. I will make no claim against the Division of Water Resources should a
condition of this pemtit 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 143 15.6A and l4 15 bf3, 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 $25,000 per violation.
Signature:
Date:
FORM: FTA 04-16 Page 5 of 5

ORSBORN ENGINEERING GROUP
CLT Logistics
Charlotte, North Carolina
Project Narrative
October 23, 2017
This site was partially developed in 1998-99 with one flex industrial building, supporting
parking, and truck court. At that time, the site was pre -graded for an additional two
buildings, and storm infrastructure, including a detention pond, was installed for the
existing building as well as the currently proposed building.
Current phase includes construction of 3 industrial buildings on the previously graded
building pads totally approximately 122,200 sf total.
Building 1, 2, & 3 is served by a private 10" sewer collection system that routs to a sanitary
lift station located on -site. The pump station feeds a 2" force main running to a private
manhole. From the private manhole, proposed system will gravity to an existing public
sewer manhole that serves the neighboring parcel.
610 EAST MOREHEAD STREET, SUITE 106
Page 1
CHARLOTTE, NC 28202 p) 704.749.1432 F)704.749.1433.

CHARLOTTE
W
October 12, 2017
Mr, Blong Yang
Orsborn Engineering Group
610 E Morehead St
Charlotte, NC 28202
TER
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
CLT LOGISTICS
4624 BELLE OAKS DRIVE, CHARLOTTE NC
CLTWATER TRACKING# 20171383
After analysis of the sanitary sewer associated with the proposed project, CLT Logistics, it was
determined that there is sufficient capacity to accommodate the proposed sewer flow of 8,975
gallons per day (75 employees x 25 god/employee; 71 loading docks x 100 gpd/dock) at the
connection point(s) shown on the submitted utility plan for transmission to the McAlpine Creek
Wastewater Treatment Plant, NPDES permit number NC0024970, for treatment. This acceptance of
flow is based upon the existing capacity of the designated publicly owned treatments works. Please
see attached NCDEQ FTSE form.
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..
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CLTWater system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water
systems, as the appropriate local or State permits are required prior to construction. if the
appropriate authorization to construct permits are not obtained construction has not started within
one (1) year of issuance of this flow acceptance, and payment for any service connections have not
been received within (1) year of issuance of this flow acceptance letter, this flow acceptance
approval shall be. rescinded and a new flow acceptance request must be made. If you have any
questions, please do not hesitate to contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Chariot el, ter 51'00 Brookshire Blvd, CIwrlotte, NC 28216.char k tevvater.uig
Operated by the City of Charlotte

Division of LR)atcr 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: Orsborn Engineering Group
Project Name for which flow is being requested: CLT Logistics
More than one F7SE may be required far 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: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #:
NC0024970, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
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
Ali flows ate in MGD
99.000
12.859
64.375
0.008
77.242
7B.0¢
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)�A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* 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 (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 < 0.
Downstream Facility Name (Sewer): wilmont; Road
Downstream Permit Number: 6594
Pagel of 2
FTSE 04-16

III. Certification Statement:
1 Carl Wilson 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)rin indicates acceptance of this wastewater flow.
Signing Offici44 Signature
Page 2 of 2
fdr7/ l7
ate
FTSE 04-16

JOB SI
PROPOSED GRAVITY
, SANITARY SEWER
f
PROPOSED SANITARY -
FORCE MAIN
17023
RR07bSED GRAVITY
SANITARY SEWER
SCALE:
1" = 500'
DRAWN BY:
CJ BB
APPROVED BY:
JC0
BUILDING 1
EXISTING SANITARY
SEWER
PROPOSE© SANITARY
SEWER PUMP STATION
,SITE BCUNDARY
USGS QUAD MAP EXHIBIT
FOR
CLT LOGISTICS
CHARLOTTE, NORTH CAROLINA
ORSBORN ENGINEERING GROUP
610 EAST MOREHEAD SEREE.1, SUITE 106
CHARLOTYE, NC 28202
P) 704-749-1132 , 9 704-749-1433

T H E
MERITED
COMPANY
ESP 191E
VIA EMAIL
November 27, 2017
Re: 4624 Belle Oaks Drive (CLT Logistics Development — Phase
02T,0305(h)(1) — Property Mana.gernent Services
To Whom ay Concern:
0
iability Plan Per 1.5A NCAC
As you may be awvare, Meritex Charlotte It., LLC ("Mertes") is in the process of obtaining all necessary
permits to construct a multi -tenant industrial building at 4624 Belle Oaks Drive in Charlotte, NC and intends to
install a private sewer line which includes a lift station for the future building(s) on the property, As such, per
the section H. of the NCDENR Private Sewer permit application regarding the Power Reliability Plan and as
further described in section 15.A NCAC 02T.0305(h)(1), 1 eritex has engaged Foundry Commercial. for
property management services, and through their vendors, they have made availabl.e an on -call
emergency/temporary portable power generation unit and associated appurtenances and personnel for
distribution and operation of this pump station.
Should you have any questions or comments, pleas feel free to reach me at mwagnerameritex.cona
Matt W agri
Director of Acqui
ions

North Carolina Secretary of State Search Results Page 1 of 1
Limited Liability Company
Legal. Name
Meritex Charlotte I1, LLC
information
Sosld Status AnnuaL Report Status Citizenship Date Formed
1528802 Current -Active Current Foreign 7/6/2016
FiscaL Month: State of Incorporation Registered Agent
December DE CT Corporation System
Addresses
Reg Office Reg Mailing Mailing
160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200 24 University Avenue NE, Suite 200
Raleigh, NC 27615-6417 Raleigh, NC 27615-6417 Minneapolis, MN 55413-2480
Principal Office
24 University Avenue NE, Suite 200
Minneapolis, MN 55413-2480
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Meritex Industrial Investments I11, LLC
24 University Avenue NE, Suite 200
Minneapolis MN 55413
https://www.sosnc.gov/online_services/searchBusiness_Registration_Results 12/5/2017

ORSBORN ENGINEERING GROUP
610 EAST MOREHEAD STREET, SUITE 106
CHARLOTTE, NORTH CAROLINA. 28202
PHONE [phone]
FAx [phone]
TRANSMITTAL
Project: 17023
CLT Logisti
To: Fast Track Permitting Date: 11/30/2'017
NCDENR
610 E. Center Ave,
Mooresville, NC 28115
[phone]
Qty. Date
2
1
Applications
Fee $480
Sent Via: FedEx
Flow Acceptance/Flow Tracking
SGS Quad Map
Cover Letter
Power Reliability Plan Lette!
® For Approval
C For Your Use
0 As Requested
Description
Q' For Review and Comment
0 Approved as Submitted
0 Approved as Noted
Copied To: Signed:
Blong Yang, El
_ Returned for Corrections
0 Returned After Review
0 Resubmit for Approval

Permit Number WQ0039667
Central Files: APS ^ SWP _
121i/2017
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions 1.00 Individual
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
8,975
Facility
Permit Contact Affiliation
Facility Name MajorlMinor Region
CLT Logistics Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name
Meritex Charlotte!! LLC
Dates/Events •
Owner Type
Non-Govemment
Owner Affiliation
Daniel K. Williams
25 University Ave Ne
Minneapolis
MN 55413
Orig Issue
12/7/2017
App Received Draft Initiated
12/4/2017
Scheduled
Issuance
Public Notice Issue
Effective Expiration
12/7/2017 12/7/2017
Regulated Activities Requested !Received Events
Wastewater collection Additional information requested
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasln

W Q R O a
EAST T'RACK,SE'4dy"Ef ENGINEERING CERT1IFICAT!t N
PERMITTEE: Meritex Charlotte ll LLC
PERMIT #: WQ0039667
PROJECT: CLT Logistics
ISSUE DATE: December 7, 2017
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 Perrnittee is responsible for trucking 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.
PERM TTEE'S CERTIFICATION
I, the undersigned agent for the Perrnittee, 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 tweet r portions hereof.
Raymond E. Kivett; Chief Investment Officer
Printed Name, Title r" Sign
ENGINEER`S CERTIFICATION
1, Jeffery C. 0rsborn , as a du registered Professional Eneer in the State of North Carolina,
having been authorized to observe (Jperiodically, 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; 1SA 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 Li Partial (include description)
Certification Comrnents/°C tlalifiers (attach If necessary):
State or North Carolina Environmental Quality] Water Resources { Water
Mooresville Regional Office) GIi East Center Avenue, Suite JU N i Mooresr
try Regional Operations
Kor h Carolina 281 15