WQ0041623_Application (FTSE)_20200415

BOHLERI
1927 South Tryon Street Suite 310, Charlotte, NC 28203
Telephone: [phone] Fax: [phone]
A9Ca1VeDr CDPN*3 )WR Date: April 91, 2020
AN 14 202o Via: Email and FedEx Delivery
NC DEQ - Mooresville Regional MROS
610 East Center Avenue, � REGIONAL OFFICZ
Mooresville, NC 28115
Re: Northlake West Mixed Use
FTA Package
BE # NCC182068
This submittal is for a proposed private sewer collection system to serve the Northlake West Mixed -Use
site, which is a commercial subdivision consisting of five (5) separate commercial parcels, located at the
southwest quadrant of Reames Road and W WT Harris Blvd in Charlotte, NC. The private sewer collection
system will serve three of the five parcels, and the remaining two parcels will connect to the existing main
via individual laterals. The calculated flow being conveyed through the system is 21,200 GPD.
WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter ®Attached ❑ Prints
COPIES DESCRIPTION
1 Fast Track Sewer System Extension Application (FTA 04-16)
1
Site Maps
3 FTSE Forms signed by Charlotte Water (one for each parcel)
1 Private Sewer Capacity Analysis
1 Secretary of State Documentation
1 Application Review Fee ($480.00)
These Are Transmitted: ® For approval ❑For your use ❑As requested ❑ For review and comment
COPY TO:
❑Approved as submitted ❑Approved as noted ❑ Returned for corrections
SIGNED:
Daniel Renckens
Project Manager

RECEIVEDINC DFNRIf?M
BOHLER// OR 13 ?NT
W�RQ�
1927 South Tryon Street Suite 3MI WW4lRF.GJMMOFFICE
Telephone: [phone] Fax: [phone]
TO: NCDEQ
610 East Center Avenue, Suite 301
Mooresville, NC 28115
RE: Northlake West Mixed Use
Parcels A, B, D & E Private
Sewer Capacity Analysis
An analysis has been performed to evaluate the capacity of the proposed 6" PVC private sewer
main using AutoCAD Express for Northlake West Mixed Use — Parcels A, B, D & E, located at
7625 W W.T. Harris Blvd., Charlotte, NC 28216.
The analysis confirms that the daily peak flow from Parcels A, B, D & E can be handled by
proposed 6" PVC sewer system, at less than half of full flowing capacity of the pipes.

Gustafson Northlake Reames Rd - Capacity Assurance
2/12/2020
Building
Contributing Use
City
Units
Daily Unit Flow
(gpd
Total Daily Flow (gpd)
A
Restaurant - Full Service
20Q
Seats
40
8,QQQ
B
Retail - Stores and Shopping
centers without Food Service
6
Thousand SF
100
600
D
Retail- Stores and Shopping
Centers without Food Service
Thousand SFp0
600
E
Restaurant - Full Service
300
Seats
40
12,000
Total
21,200
Peak flow = 2.5 x Total
53,000
Peak flow (CFS)
0.082

Channel Report
Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc.
Wednesday, Feb 12 2020
Northlake West Drive - Projects A,B,D & E Private Sewer Capacity Analysis
Circular
Highlighted
Diameter (ft)
= 0.50
Depth (ft)
= 0.12
Q (cfs)
= 0.080
Area (sgft)
= 0.04
Invert Elev (ft)
= 715.49
Velocity (ft/s)
= 2.20
Slope (%)
= 1.00
Wetted Perim (ft)
= 0.51
N-Value
= 0.010
Crit Depth, Yc (ft)
= 0.14
Top Width (ft)
= 0.43
Calculations
EGL (ft)
= 0.20
Compute by:
Known Q
Known Q (cfs)
= 0.08
Elev (ft)
716.00
715.75
715.50
71525
715.00
Norilllake West Drive - Projects A,B,D & E Private Sewer Capacity Analysis
0 1 2
Channel W.S.

DW
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Trent Gustafson (company, municipality, HOA, utility, etc.)
2. Applicant type: ® Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: per 15A NCAC 02T .0106(b)
Title:
4. Applicant's mailing address: 5960 Fairview Road
City: Charlotte State: NC Zip: 28210-
5. Applicant's contact information:
Phone number: 704) 632-1013 Email Address: tgustafsonngpartnerscre.com
IL PROJECT INFORMATION:
1. Project name: Northlake West Mixed Use
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenburg County
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.3466' Longitude:-80.8582'
5. Parcel ID (if applicable): 02522114
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Daniel Renckens License Number: 048031
Firm: Bohler
Mailing address: 1927 S Taon St, Suite 310
City: Charlotte State: NC Zip: 28203-
Phone number: [phone] Email Address: drenckens@—bohlereng.com
.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek Permit Number: NCO024970
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
® Yes ❑No ❑N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ® Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ® Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: % Domestic/Commercial 100 % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
4 Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ®No
➢ If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f)
Daily Design Flow a,n
No. of Units
Flow
Restaurant - Full Service
40 gal/seats
500
20,000 GPD
Retail - Stores and Shopping Centers
without Food Service
100 gaVI,000 SF
12
1,200 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
21,200 GPD
a See 15A NCAC 02T .0114(b), (d),(e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-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 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A 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: 21,200 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent perm its that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
6
388
PVC
8
11
DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B).
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g) ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systerns-
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
"Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305W contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305()or (gl, see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or [:]Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0 I 05(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supportive documents
2. Professional Engineer's Certification:
1, 1/� ,/� 4 — K' a � C4: � attest that this application for
(Professional Engineer's name from Application Item III.1.)
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 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 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(b):
I,
(Signature Authority's name & title from Applicatiofi Item I.3
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that 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 permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date: L-- s'
4r, 'ZI:;0
FORM: FTA 04-16 Page 5 of 5

STATE OF NORTH CAROLINA
COUNTY OF
Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this day of
, by and between the North Carolina Environmental Management
Commission. an cy of the State of North Carolina, hereinafter known as the COMMISSION; and
.ta corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
The DEVELOPER is the owner of the certain lands lying in Zi �Ll:: - �/S, County, upon
which it is erecting and will erect dwelling units and other improvements, said developm nt to be known
14-4 Ar (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
� 4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
—5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, i��/,� (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re -constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction andrepair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions andlaw.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws andDeclaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's
successor.
FORM: DEV 03-19 Page 1 of 2

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part
of the yearlybudget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit mayrequire as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the continued
proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the
Association Bylaws that the Association shall not enter into voluntary dissolution without first having
transferred its said system and facilities to some person, corporation or other entity acceptable to and
approved by the COMMISSION by the issuance of apermit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Linda Culpepper
Director, Division of Water Resources
(Date)
AZ- 1*-r'-7;VaV J,�
Name of DEVELOPER
B ;-
(Signature) `
Print Name and Title
(Date)
FORM: DEV 03-19 Page 2 of 2

RECEIVtEb1NCDElV I13W
State of North Carolina
APR 13 2020 Department of Environmental Quality
Division of Water Resources
WQROS
sit r n ORESVILLE REGIONAL OFpit low Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Bohler Engineering
Project Name for which flow is being requested: Northlake West Mixed Use (Restaurant)
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: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NC0024970, NC0024945, NCO024937
A11 flows are in MGD
c. WWTP facility's permitted flow 99.0
d. Estimated obligated flow not yet tributary to the WWTP 10.974
e. WWTP facility's actual avg. flow 72.625
f. Total flow for this specific request 0.008
g. Total actual and obligated flows to the facility 83.607
h. Percent of permitted flow used 84.5%
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 Pump
Average
Approx.
Not Yet
Total Current
Station Station
Firm
Daily Flow**
Current
Tributary
Flow Plus
(Name or Permit
Capacity, *
(Firm / pf),
Avg. Daily
Daily Flow,
Obligated
Available
Number) No.
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
Long Creek
8.30
3.32
4.732
0.578
5.310
-1.99
Paw Creek
10.30
4.12
5.895
0.825
6.720
-2.60
* The Firm Capacity (design flow) 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): Perimeter Parkway
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I 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 certifies that the receiving
collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater.
Signing Official Signature
Chief Engineer
Title of Signing Official
Date
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
12 % and 0.825 MGD of the Available Capacity (E) in Pump Station
Long Creek and Paw Creek ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.825 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Long Creek EQ Basin and Paw Creek Forcemain Replacement is in design or under construction with
planned completion in Long Creek EQ Basin - Complete ; and/or Paw Creek Force Main - 2020
d. The following applies:
Charlotte Water's Community Investment Plan has allocated funds for improvements to the Paw Creek force main
and a five -million gallon EQ basin at Long Creek Pump Station. Long Creek and Paw Creek pump stations operate
as a system using SCADA 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 meter out 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 -allocating capacity 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.
1 /31 /2020
Signing Official Signature Date
Page 3 of 6
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NORTH CAROLINA
Department of the Secretary of State
To all whom these presents shall come, Greetings:
1, Elaine F. Marshall, Secretary of State of the State of North Carolina, do hereby certify
the following and hereto attached to be a true copy of
ARTICLES OF ORGANIZATION
OF
NORTHLAKE NEST REAL ESTATE INVESTORS, LLC
the original of which was filed in this office on the 211 st day of May, 201 S.
IN WITNESS WHEREOF, I have hereunto set my
hand and affixed my official seal at the City of
Raleigh, this 21 st day of May, 2018,
Scan to Verify online.
CerfiticatioO C20[81300071)5 -I R,etcrei ice# C2018 1 ;000' ' '95-1 Page: I ot'2 Secretary of State
Verify this certificate online at http:1//www sosuc.pvhorifica(ioll

State of North Carolina
Department of the Secretary of State
LIMITED LIABfmy COMPANY
ARTICLES OF ORGANIZATION
SOS1D: 1705619
Date Filed: 5/21/2018 12:14:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2018 130 00795
Pursuant to Section 57D-2-20 ofthe General Statutes ofNorth Carolina, the undersigned does hereby submit
these Articles of Organization for the purpose of forming a limited liability company.
I . The name of the limited liability company is: Northlake West Real Estate Investors, LLC
2. The name and address of each person executing these articles of organization is as follows:
Sheldon M. Stokes, Organizer
1065 East Morehead Street
Charlotte, North Carolina 28204
3. The name of the initial registered agent is- Trent G. Gustafson
4. The street address and county of the initial registered agent office of the limited liability company is:
4600 Park Road, Suite 370
Charlotte, North Carolina 28209
Mecklenburg County
5. The mailing address and county of the initial registered office of the limited liability company is:
4600 Park Road, Suite 370
Charlotte, North Carolina 28209
Mecklenburg County
6. The limited liability company does not have a principal office
7. Any other provisions which the limited liability company elects to include are attached.
These articles will be effective upon filing.
9. To the fullest extent permitted by law, no person who is serving or who has served as a manager of the
limited liability company shall be personally liable for the debts, obligations, or liabilities of the limited
liability company, whether arising in contract, tort or otherwise, or for the acts or omission of any
member, agent, employee or other manager of the limited liability company. Neither the amendment or
the repeal of this article, nor the adoption of any provision of these Articles of Organization inconsistent
with this article, shall eliminate or reduce the protection afforded by this article to a manager of the
limited liability company with respect to any matter which occurred, or any cause of action, suit or claim
which but for this article would have accrued or arisen, prior to such, amendment, repeal or adoption.
This the 8 h day of May, 2018.
Sheldon M. Stokes, Organizer
920575
Certification# C201813000795-1 Reference# C;201813000795- Page: 2 of 2

f4AEPARTMENT OF THTREASURY
40 IRS IDNTERNAL REVENUEE SERVICE
CINCINI,TATI 01-1 45999-0023
MORTBTAKE WEST REAL ES` IVEE
INYESTOI2113 LfIC
TRENT G GUSTAFS'ON MBR
4600 PARK ROAD SUITE V70
CHARLOTTE, INC 28209
Date of this not-.i.ce: -201-8
Employer Number:
83-0610'709
Form: SS-4
Number ofthis notices -, CE) 5'75 B
For assistance you may ca] 1. us at:
1-800-829-49,31
IF li(-,)U WRITE, ATTACH rNE
STUB AT THE FI\M OF THIS NOTICE,
WE ASSLGNED YOU AN EMPI,OYER IDLNTIVICATION Nt]IVLBF,,R
Thank you tor applying for- an Employer IdentiEtcat--ion Number (FIN) . We assiqned you
E111 83-061,0'709, This EIN will identify you, your business accounts, tax returns, and
documents, even If You have, no employees. Please keep this notice in your permanent
records,
When filing tax documents, payments, and related correspondence, it is very import -ant
that you use your EIN and complete name and address exactly as shown above. Any variation
may cause a delay in processing, result in incorrect dnformaLion in your account, or even
cause you La be assigned more than one EIN. If the information is not correct, as shown
above, please make t-.he correction using the attached (--ear off stub and return it, to us,
eased on the info--raia.tinn received f rc>m von or your r-opre,,w-.ntatAve, you must
tli.e following form(s) by rhe date(s) shown.
Form 1065
03/1./22019
Tf you have questions abnut_ the form(.$) or the: due data=(s) shown, you can call. us at.
the ph(_-)ne number or write to us at rhe address shown at, the top of rfii.s notice. If you
riet-_-!d, help in determining your annual period (tax vear), See I'liblicatJ(_)n
A(_,count:ing 11,eriods and Met_hod6.
We assigned you a tax bastd on int - ormation obtained from you or your
representative. jt is not a 1,-?qaL dt�retminat:isin or your t.-ax clissi.f.ication, and is not:
bi,rid0j,j on the IRS. if you want, .--i det.ellrlifidti0r, ()f your tax clay, ificat_ion, you may
request- -a pri'vat-le tet,t.e,r rulifiq atom the IRS under the juidelines in ReVe1-)Ut_- Procedure.
2004-1, 2004­1 I.R.B. 1. (or supei--sed.ing Pevenue, Pt_(x-,,(°dure foe the year at issue) . Note
t
Certain tax c1a. if catiotl =Iecl_-.Lons ,aij bt: requested by fil i-rig Form 8832, Entity
See Form 8832 and its ins-ir.uctions for additional informati.on-
A li-mited liability comparly may file Form 8832, Entity Class.ifjoaLion
Elcect-ion, and elect. t:,-) be class],fied as an assoc,.L-itian taxabte as a corporatian, IF
Uhe r..,T.,('- is eLiqU-)Le to be tu(,ate'd as a corporar.1,011 Chat [fleets tests and D-1
w 'I , it musfa 1-ime-ly file. Form 2553, Ele("Lion by a
', I be s
Smal.] Business Coroorcit:_ion. TI'le Mk-, W111 be Lreat-s-d as, ct cc,-)t-po-r. cit-_ ion as, of the
effee,-,Live date Of t-he S does not-_ need to file Vorul 8832.
To obtain tax forms and publications, :including chose referenced in this notice,
visit our Web site at ww4.irs.gov. If You do not have access to the Internet, call
1-800-829-3675 ('I'TY,1TDD 1-800-829-4059) or visit your local IRS office,.

(IRS USE ONLY) 57 5 R 05-21-2018 NORT E3 9999999999 SS-4
IMPORTANT REMINDERS:
Keep a copy of this notice in your permanent records. This notice is issued only
one time and the IRS will not be able to generate a duplicate copy for you. You
may give a copy of this document-, to anyone asking for proof of your EIN.
Use this EIN and your name exactly as they appear, at the top of this notice on all
your federal. tax forms.
* Reter to this EIN on your tax -related correspondence and documents.
If you have questions about: your EIN, you can call us at the phone number or write to
us at the address shown at the top of this notice. If you write, please tear off the stub
at the bottom of this notice and send it along with your letter. If you do not need to
write us, do not complete and return the stub.
Your name control associated with this EIN is NORT. You will need to provide this
information, along with your EIN, if you file your returns electronically_
Thank you for your cooperation.
Keep this part for your records. CP 5'75 B (Rev, '7-2007)
Return, this part with any correspondence
so we may identify your account. Please
correct any errors :in your name or address.
CP 575 R
9999999999
Your Telephone Number Best 'Time to Call DATE OU THIS NOTICE: 05-21-2018
EMPLOYER IDENTIFICATION NUMBER: 83-0610709
FORM: SS-4 NOBOD
INTERNAL REVENUE SERVICE NORTHLAKE WEST REAL, ESTATE
CINCINNATI OH 45999-0023 INVESTORS LLC
fill 11111111 TRENT G GUSTAFSON MBR
4600 PARK ROAD SUITE 370
CHARLOTTE, NC 28209