WQ0043652_Application (FTSE)_20220912

PROJECT:
1019146 BALLANTYNE PHASE I DATE:
1019146
Trans Ott
8/4/2022
SUBJECT: Ballantyne Phase 1 TRANSMITTAL ID: 00024
PURPOSE: For your approval VIA: Courier
FROM
RECEIVED/NCDEQ/DWR
AUG 4 2022
WORDS
MOORESVILLE REGIONAL OFFICE
NAME
COMPANY
EMAIL
PHONE
Jullian Hudson
United States
TO
[e-mail]
NAME
COMPANY
EMAIL
PHONE
Barry Love
610 E Center Ave #301
Mooresville NC 28115
United States
NCDENR
Mooresville Regional
Office
[e-mail]
707-663-1699
REMARKS:
Barry,
Please find enclosed the following materials for the Ballantyne Phase 1 Fast
Track Sewer Extension Permit Application:
• Cover letter
• FTSE Permit Application
• Flow Tracking Form
• USGS Map
• Street Level Map
• Certificate of Formation
• Certificate of Authority
• $480 Review Fee Check
Please let us know if there is anything else you need ti review and approve
this permit application.
Thank you,
JULLIAN HUDSON
Designers Charlotte 1 (o) 704.333.0325
Charlotte Washington DC 1 Dallas Orlando 1 Boulder
LandDesign.com I (ciLandDesignInc
of 2

Transrm a
DATE: 8/4/2022
TRANSMITTAL ID: 00024
DESCRIPTION OF CONTENTS
QTY
T DATED
TITLE
NOTES
1
1
8/4/2022
$480 Check.pdf
1---- 8/312022
01_Cover Letter.pdf1
8/3/2022
02_FTA Letter -Signed.pdf
1
12/13/2021
03_FA Letter.pdf
1
9/22/2020
04_Northwood Development LLC-Certificate
ofFormation.pdf
1
9/22/2020
05_Northwood Development LLC-NC-Registration.pdf
1
12/13/2021
06_Signed - 20216172 Ballantyne Phase 1 McAlpine
Creek WWTP NCDEQ FTSE 10-18 V1.pdf
1
1
6/22/2022
07_USGS.pdf
6/23/2022 1
08_STREET LEVEL MAP.pdf
L
COPIES:
Erin Palmer
Page 2 of 2

LandDesign.
CREATING PLACES
THAT MATTER.
August 3, 2022
Ballantyne Phase 1
LDI Project No. 1019146
SEWER SYSTEM APPLICANT:
Northwood Development, LLC
11605 N Community House Rd, #600
Charlotte, NC 28277
DEVELOPER:
Northwood Development, LLC
11605 N Community House Rd, #600
Charlotte, NC 28277
DESCRIPTION:
RECEIVED/NCDEQ/DWR
AUG 4 2022
MOORESVILWQROS
LE REGIONAL OFFICE
We would like to request approval for sewer extension to the project site of Ballantyne Phase
1. The proposed buildings contributing flow to the private sewer extension will include four
retail /restaurant buildings with multiple tenants. The total wastewater flow requested and
approved for the entire Ballantyne Phasel project was 215,916 gpd. The private sewer
extension will allocate a total flow of 115,330 gpd to the public system. We are proposing to
install 561 LF of 6" DIP. Flows from the site will be sent to the McAlpine Creek Wastewater
Treatment Plants (facility permit number NC0024970). This application package consists of
the Fast Track sewer system extension application, the application fee, the flow tracking and
acceptance form from Charlotte Water, a USGS topographic map indicating the location of the
project, a street level map showing the project area, and articles of organization for Northwood
Development, LLC.
Respectfully Submitted,
Matthew Weschler, PE
LandDesign, Inc.
LANDDESIGN.COM
223 N'GRAHAM STREET • CHARLOTTE NC 28202 • 704 333 0325
CHARLOTTE • WASHINGTON DC • DALLAS • ORLANDO • SAN FRANCISCO

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: 14 G?L ' 1.36,E e"'�(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
14PrPfl/P
/MR
AUG -42022
WQROS
MOORESVILLE REGIONAL OFFICE
1. Applicant's name: Northwood Development, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual // Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Other
El Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Clifton Coble per 15A NCAC 02T .0106(b)
Title:
4. Applicant's mailing address: 11605 N Conununity House Rd, #600
City: Charlotte State: NC Zip: 28277-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: BALLANTYNE PHASE 1
2. Application/Project status: ►1 Proposed (New Permit)
❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.333° Longitude: -80.505°
5. Parcel ID (if applicable): 22316502 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Matthew Weschler License Number: 048124
Firm: LandDesign
Mailing address: 223 N Graham St
City: Charlotte State: NC Zip: 28202-
Phone number: [phone] Email Address: mweschler(7a,landdesign.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek Permit Number: NC0024970
Owner Name: City of Charlotte
V. RECEIVING DOWNSTREAM SEWER INFORMATION: Nivens Tributary No. 1
1. Permit Number(s): WQ UNKNOWN
2. Downstream (Receiving) Sewer Infonnation: inch ❑ Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 06-21
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 G. N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned)
❑ Residential (Leased)
❑ School / preschool / day care
® Food and drink facilities
❑ Businesses / offices / factories
0 Yes 0 No ►1 N/A
Retail (stores, centers, malls)
❑ Retail with food preparation/service
0 Medical / dental / veterinary facilities
0 Church
❑ Nursing Home
❑ Car Wash
0 Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : % Domestic 100 % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? 0 Yes No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(1)? ❑ Yes 0 No
➢ If ves, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
RESTAURANTS
40 gal/SEAT
2793
111700 GPD
RETAIL
130 ga1/1000 SF
27925
3630 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
115330 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 115,330 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
0 Flow has already been allocated in Permit Number: Issuance Date:
0 Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21
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
561
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)
5 Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: • Longitude: -
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
• This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at
5. Surmmarize the force main to be permitted (for this Pump Station):
feet total dynamic head (TDH)
Size (inches)
Length (fe
Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2,01C.1.b. El Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
El Standby power source or ❑ Standby pump
Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
• Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)?
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water 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, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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
• If noncompliance with 02T.0305(f) or (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? /1 Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands?
➢ Please provide supplementary information identifying the areas of non-conformance.
1- See the Division's draft separation requirements for situations where separation cannot be met.
• No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
❑ Yes
❑No ®N/A
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 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?
I Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
Matthew Weschler , attest that this application for BALLANTYNE PHASE 1
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item IL 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,
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 143-215.6B, 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
��`o 4.11.1.I./.i.7,
North Carolina Professional Engineer's seal, signature, and date: � •CAR 04; 0/'
ZrC SEA- 9<
�' oaa124
riEw 4 5 $1 11titi-
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Clifton Coble , attest that this application for
(Signature Authority Name from Application Item I.3.)
BALLANTYNE PHASE 1
(Project Name from Application Item I1.1)
attest that this application 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 attaclunents 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:
FORM: FTA 06-21 Page 5 of 5

CHARLOTTE
October 28, 2021
Mr. Matt Weschler
LandDesign, Inc
223 North Graham Street
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
BALLANTYNE PHASE 1
13015 BALLANTYNE CORPORATE PLACE, CHARLOTTE, NC 28277
CLTWATER TRACKING# 20216172
After analysis of the sanitary sewer associated with the proposed Donated project, 20216172,
BALLANTYNE PHASE 1, it was determined that there is sufficient capacity to accommodate the
proposed sewer flow of 215,916 gallons per day (361 units x 135 gpd/unit; 3,103 seats x 40
gpd/seat; 38,625 sfx 130 gpd/1000 sf; 1,902 seats x 20 gpd/seat) at the connection point(s)
indicated 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 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 authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
If the appropriate authorization to construct permits are not obtained and construction has not
started within two (2) years of issuance of this flow acceptance, and payment for any service
connections have not been received within two (2) years 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,
Gwitte rmo- A Kac4,o,
Guillermo Anzola / Engineering Assistant
CHARLOTTE WATER / charlottewater.ora
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
m?? Operated by the City of Charlotte

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: LandDesign Inc.
Project Name for which flow is being requested: Ballantyne Phase 1
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.
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
All flows are in MGD
c. WWTP facility's permitted flow 99.00
d. Estimated obligated flow not yet tributary to the WWTP 10.189
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
72.083
0.215916
82.272
83.1%
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 / p f), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* 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): Nivens Tributary No. 1
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-18

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 noiuial 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.
12/10/2021
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
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning infounation, 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.
Signing Official Signature Date
Page 3 of 6
FTSE 10-18

Instructions for Flow Tracking form (FTSE) and Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to other
construction projects not yet contributing flow to the collection system. Flows allocated through interlocal
agreements or other contracts not yet contributing flow to the collection system are also included. For
POTWs that implement a pretreatment program, include flows allocated to industrial users who may not be
using all of their flow allocation. Please contact your Pretreatment Coordinator for information on industrial
flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two years and
reconciled their flow records, to the best of their ability, so it is known how much flow has been obligated and
is not yet been made tributary to the WWTP, in accordance with local policies and procedures employed by
the reporting entity.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + f]
h. Percent of permitted flow used: Equals [(g / c)* 100]
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there is 0.5
MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7 MGD. There is a
proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
f. = 0.015 MGD
g. = 3.215 MGD
h. = 53.6 %
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h. = 55.8 %
Each subsequent FTSE form will be updated in the same manner.
Page 4 of 6
FTSE 10-18

Section II
List the pump station name or number and approximate pump station firm capacity, approximate design average
daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary flow through the
pump station (C) for each pump station that will be impacted by the proposed sewer extension project. Calculate
the total current flow plus obligated flow (D=B+C) and the available capacity (E=A-D). Include the proposed
flow for this project with other obligated flows that have been approved for the pump station but are not yet
tributary (C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as per the
Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of not less
than 2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump station
if the system has future specific plans related to capacity that should be considered in the permitting process.
(A) (B)
Design
Firm Average
Pump Station Capacity Daily Flow
(Name or Number) MGD (Firm / pf)
Kaw Creek PS
0.800 0.320
Approx.
Current Avg.
Daily Flow,
MGD
0.252
Valley Road PS 1.895 0.758 0.472
(C) (D)=(B+C) (E)=(A-D)
Obligated,
Not Yet Total Current
Tributary Flow Plus
Daily Flow, Obligated Available
MGD Flow Capacity*
0.080 0.332 -0.012
0.135 0.607 0.151
Page 5 of 6
FTSE 10-18

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available capacity is <
0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate whether there
is significant likelihood that needed improvements or reductions in obligated flows will be in place prior to
activating the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to manage the
flow without capacity related sanitary overflows and must take all steps necessary to complete the project or
control the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned project in
the future not yet funded but in a formal plan adopted by the system. The system should carefully weigh the
certainty of successful timely project completion for any expansion, flow management diversion or infiltration
and inflow elimination projects that are the foundation of a planned solution to capacity tracking and acceptance
compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080 MGD of the
committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01 MGD
per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with planned
completion in ; and/or
d. The following applies:
The master plan and ten year capital plan contain recommended scope and funding for a capital project entitled
Kaw Creek Pump Station upgrade with funding planned in July 2014. This project is planned to add 0.100 MGD
to the firm capacity of the pump station by October 2015. Inclusion of this proposed capital project as a condition
of this Flow Tracking/Acceptance for Sewer Extension Permit Application elevates this project's priority for
funding and construction to be implemented ahead of the activation of obligated, not yet tributary flows in
amounts that exceed the firm pump station capacities identified in Section II above.
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.
Page 6 of 6
FTSE 10-18

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WEDDINGTON QUADRANGLE
NORTH CAROLINA - SOUTLI CAROLINA
7.5.1AINUTE SENIES
WEDDINGTON, NC, SC
2019
6

North Carolina Secretary of State Search Results Page 1 of 1
• 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 a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
Northwood Development LLC
Information
Sosld: 1596799
Status: Current -Active
Date Formed: 5/22/2017
Citizenship: Foreign
State of Incorporation: DE
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Corporation Service Company
Addresses
Mailing Principal Office
13860 Ballantyne Corporate Place, Suite 300 13860 Ballantyne Corporate Place, Suite 300
Charlotte, NC 28277 Charlotte, NC 28277
Reg Office Reg Mailing
2626 Glenwood Ave Ste 550 2626 Glenwood Ave Ste 550
Raleigh, NC 27608 Raleigh, NC 27608
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member
Northwood Office LLC
11605 North Community House Road, Suite 600
Charlotte NC 28277
https://www.sosnc.gov/online_services/search/Business_RegistrationResults 8/4/2022

NT - LIN
Department of the Secretary of State
To all whom these presents shall come, Greetings:
I, 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
APPLICATION FOR CERTIFICATE OF AUTHORITY
OF
NORTHWOOD DEVELOPMENT LLC
the original of which was filed in this office on the 22nd day of May, 2017.
El .1-71E1
y
Scan to verify online.
IN WITNESS WHEREOF, I have hereunto set my
hand and affixed my official seal at the City of
Raleigh, this 22nd day of May, 2017.
Certification# C201711601663-1 Reference# C201711601663-1 Page: 1 of 4
Verify this certificate online at http://www.sosnc.gov/verification
Secretary of State

State of North Carolina
Department of the Secretary of State
SOSID: 1596799
Date Filed: 5/22/2017 9:55:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C2017 116 01663
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR LIMITED LIABILITY COMPANY
Pursuant to §57D-7-03 of the General Statutes of North Carolina, the undersigned limited liability company hereby applies for a
Certificate of Authority to transact business in the State of North Carolina, and for that purpose submits the following:
1. The name of the limited liability company is Northwood Development LLC
and if the limited liability company name is unavailable for use in the State of North Carolina, the name the limited
liability company wishes to use is
2. The state or country under whose laws the limited liability company was formed is DE
3. Principal office information: (Select either a or b.)
a. X[, The limited liability company has a principal office.
The principal office telephone number: 303-293-7140
The street address and county of the principal office of the limited liability company is:
Number and Street: 1819 Wazee Street, 2nd Floor
City: Denver State: CO Zip Code: 80202 County: Denver
The mailing address, if different front the street address, of the principal office of the corporation is:
Number and Street:
City: State: Zip Code: County:
b. l,� The limited liability company does not have a principal office.
4. The name of the registered agent in the State of North Carolina is: C T Corporation System
5. The street address and county of the registered agent's office in the State of North Carolina is:
160 Mine Lake Court, Suite 200
Number and Street:
City: Raleigh
State: NC Zip Code: 27615 County: Wake
6. The North Carolina mailing address, if different from the street address, of the registered agent's office in the State of North
Carolina is:
Number and Street:
City:
CORPORATIONS DIVISION
(Revised January 2014)
State: NC Zip Code: County:
P.O. BOX 29622
RALEIGH, NC 27626-0622
(Form L-09)
.,. .vCJ5C1_ 12111h4a1%JI,.edQ.u.m.t1.!!..__.

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
7. The names, titles, and usual business addresses of the current company officials of the limited liability company are:
(z,se attachment ifnecessaiy)
Name and Tide Business Address
John Z. Kukral, CEO 1 819 Wazee Street, 2nd Floor, Denver, CO 80202
Edward C. Curran, President 1819 Wazee Street, 2nd Floor, Denver, CO 80202
Heather Paduck; CFO, Treasurer, Secretary 1819 Wazee Street, 2nd Floor, Denver, CO 80202
Khaled Kudsi; SMD, VP 1819 Wazee Street, 2nd Floor, Denver, CO 80202
Ross Cowan; SMD, VP 1819 Wazee Street, 2nd Floor, Denver, CO 80202
Marshall Nevins; MD, VP, Asst, Secretary 1819 Wazee Street, 2nd Floor, Denver, CO 80202
8. Attached is a certificate of existence (or document of similar import), duly authenticated by the secretary of state or other official
having custody of limited liability company records in the state or country of formation. The Certificate of Existence must be
less than six months old. A photocopy of the certification cannot be accepted.
9. lithe limited liability company is required to use a fictitious name in order to transact business in this State, a copy of the resolution
of its managers adopting the fictitious name is attached.
10, (Optional): Please provide a business e-mail address Privacy Redaction
The Secretary of State's Office will e-mail the business automatically at the address provided above at no cost when a document is
filed. The e-mail provided will not be viewable on the website. For more information on why this service is offered, please see
the instructions for this document.
11. This application will be effective upon filing, unless a delayed date and/or time is specified:
This the 26 iday of April , 20 17
1olatvood, DmdoadIBC,
Name of Limited Liability Company
64.t t,r rald.
Signature of Company Official
(lC,(,c <X �r\' {{CO
Type or Print Name and Title
Notes:
1. Filing fee is $250. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P.O. BOX 29622 RALEIGH, NC 27626-0622
(Revised January 2014) (Form L-09)

elaware
The First State
Page 1
I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF
DELAWARE, DO HEREBY CERTIFY "NORTHWOOD DEVELOPMENT LLC" IS DULY
FORMED UNDER THE LAWS OF THE STATE OF DELAWARE AND IS IN GOOD
STANDING AND HAS A LEGAL EXISTENCE SO FAR AS THE RECORDS OF THIS
OFFICE SHOW, AS OF THE TWENTY—SIXTH DAY OF APRIL, A.D. 2017.
AND I DO HEREBY FURTHER CERTIFY THAT THE ANNUAL TAXES HAVE BEEN
ASSESSED TO DATE.
4i p 'i Ti r Q t •.',�
11:
AAA u
6323082 8300 0"yA-
SR# 20172840625
You may verify this certificate online at corp.delaware.gov/authver.shtml
Authentication: 202441866
Date: 04-26-17

The First State
I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF
DELAWARE, DO HEREBY CERTIFY THE ATTACHED IS A TRUE AND CORRECT
COPY OF THE CERTIFICATE OF FORMATION OF "NORTHWOOD DEVELOPMENT
LLC", FILED IN THIS OFFICE ON THE TWENTY-FIRST DAY OF FEBRUARY,
A.D. 2017, AT 8:19 O'CLOCK A.M.
6323082 8100
SR# 20171060627
Page 1
Authentication: 202068117
Date: 02-21-17

CERTIFICATE OF FORMATION
OF
NORTHWOOD DEVELOPMENT LLC
Dated as of February 21, 2017
State of Delaware
Secretary of State
Division of Corporations
Delivered 08:19 AM 02/21/2017
FILED 08:19 AM 02/21/2017
SR 20171060627 —File\umber 6323082
This Certificate of Formation for Northwood Development LLC is being duly
executed and filed by the undersigned, as an authorized person, to form a limited liability
company under the Delaware Limited Liability Company Act (6 Del. C. § § 18-101, et seq. ).
1. The name of the limited liability company formed hereby is Northwood
Development LLC (the "Company").
2. The address of the registered office of the Company in the State of Delaware is
c/o Corporation Trust Center, 1209 Orange Street, Wilmington, New Castle County, Delaware
19801.
3. The name and address of the registered agent of the Company is The
Corporation Trust Company, 1209 Orange Street, Wilmington, New Castle County, Delaware
19801.
IN WITNESS WHEREOF, the undersigned has executed this Certificate of
Formation of Northwood Development LLC as of the date first above written and submit it for
filing in accordance with the Delaware Limited Liability Company Act.
By: /s/ Kathryn Christoforatos
Name: Kathryn Christoforatos
Title: Authorized Person

N! T LI
Department of the Secretary of State
CERTIFICATE OF AUTHORITY
I, Elaine F. Marshall, Secretary of State of the State of North Carolina, do hereby certify
that
NORTHWOOD DEVELOPMENT LLC
having filed on this date an application conforming to the requirements of the General
Statutes of North Carolina, a copy of which is hereto attached, is hereby granted
authority to transact business in the State ofNorth Carolina.
IN WITNESS WHEREOF, I have hereunto set
my hand and affixed my official seal at the City
of Raleigh, this 22nd day of May, 2017.
P rx v
■
ff .
Scan to verify online.
Document Id: C201711601663
Verify this certificate online at http://www.sosnc.gov/verification
Secretary of State