WQ0042371_Application (FTSE)_20210308

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NCDEOWinston-Salem Regional Office ' �/�c�uo'�z|-Dl
Water Quality Regional Operations Section
45OWest Hanes Mill Road, Suite 30O
YNnoton'Sa|eno.NC271O5
8E�Forest Lake RVPark ~Sewer Main Extension
The requested permitting action for this application is to extend the sewer main at Forest Lake RV Park
in Advance, Davie County, NC. An approximate 89 RV sites are proposed to be constructed with each
site having its own sewer service.
Transmitted tuyou ksthe following:
° $488Application Fee
w Fl7\D4-10Application
w FTGE-1U'10Flow Tracking Acceptance Form
* NCSecretary ofState Business Registration Documentation
w Site Maps
o UGGSMap
o Aerial Map
w Most Recently Issued Existing Permit
° Power Reliability Letter
w Thumb Drive
Please donot heoitate0ocontact noeet(819)07O'4170or should you
uryour staff have any questions.
Sincerely
J.Austin Jackson
K0nleyc/focnand Associates

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources 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: MHC IT, L.P. (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: George Gudgeon per 15A NCAC 02T .0106(b)
Title: Senior Vice President
4. Applicant's mailing address: Two N. Riverside Plaza
City: Chicago State: IL Zip: 60606-
5. Applicant's contact information:
Phone number: (312 279-1880 Email Address: eg_orge audgeon(o),eauitylifestyle.com
11. PROJECT INFORMATION:
1. Project name: Forest Lake RV Park Expansion
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ0004972
3. County where project is located: Davie County
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.513896' Longitude:-80.234340'
5. Parcel ID (if applicable): 5787721571
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: W. Jordan Brewer License Number: 039196
Firm: Kimlev-Horn and Associates
Mailing address: 421 Fayetteville Street, Suite 600
City: Raleigh State: NC Zip: 27601-_
Phone number: (919 653-6654 Email Address: jordan.breweraa kimlev-hom.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Forest Lake Preserve Wastewater Irrigation System Permit Number: W00004972
Owner Name: MHC, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00004972 Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s): MHC TT, LLC
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: BOA) 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: 100 % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
9,Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.0114ffl)
Daily Design Flow','
No. of Units
Flow
Recreational Vehicle Sites
100 gal/campsite
89
8,900 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
8,900 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: 9 500 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 permits 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

VH. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 4994 PVC
➢ 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
VIU. 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: SEE ATTACHED
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 timefizmes, 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) & (e) ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
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 H impounded reservoirs used as a source of drinking water
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 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.0305(e) contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(tl or (e), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [-]No ❑ N/A
➢ Seethe 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 213.0202
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 PermittingBranch
ranch
5. 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 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 sic -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the perna tee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X.
1. Does the submitted system comply with 15A. NCAC 02T, the Minimum Design Criteria for the Permitting of Pumo 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/Altemative 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:
�V\ 0 rt-sr P-, attest that this application for
'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 forthe Fast-TrackPelmitting
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
havejudged it to he 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 afine notto exceed$ 10,000,as well as civil penalties up to $25,OOO per violation. 2iereaaauer„.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15ANCAC 02T.0106(b):
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 penaltie s,
injunctive relief, and/or eriminalprosecution. Iwill make no claim against the Division ofWater Resources should acondition
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 notto exceed $10,000 as well as civil penalties up to $25,000 per violation.
L-11
Signatur Date: 3 ✓ Zc) 2-1
FORM: ETA 04-16 Page 5 of 5

1. Pump station number or name: Pump Station 2
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.85914 Longitude:-80.39679
3. Design flow of the pump station: 0.110 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 77 gallons per minute at 146 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size inches
Length ft
Material
3.0
2,800
PVC
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
1. Pump station number or name: Pump Station 3
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.86156 Longitude:-80.3997
3. Design flow of the pump station: 0.049 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 34 gallons per minute at 112 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size inches
I Len ft
Material
2.0
200
PVC
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1): Portable power source with
manual activation quick -connection receptacle and telemetry - 15A NCAC 02T .0305(h)(1)(C)
1. Pump station number or name: Pump Station 4
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.863989 Longitude:-80.369520
3. Design flow of the pump station: 0.294 millions gallons per day (fum capacity)
4. Operational point(s) of the pump(s): 204 gallons per minute at 67 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size inches
Len ft
Material
6.0
967
PVC
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)

State of North Carolina
Department of Environmental Quality
Division of Water Resources
1:. :„. V%Iau, Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: MHC TT, LLC
Project Name for which flow is being requested: Forest Lake RV Park Expansion
More than one FTSE 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: Forest Lake Preserve Wastewater Irrigation System
b. WWTP Facility Permit #: WQ0004972
All flows are in MGD
c. WWTP facility's permitted flow 24,400 GPD
d. Estimated obligated flow not yet tributary to the WWTP 8,900 GPD
e. WWTP facility's actual avg. flow 10,000 GPD
f Total flow for this specific request 8,900 GPD
g. Total actual and obligated flows to the facility 18,900 GPD
h. Percent of permitted flow used 77.5%
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***
1
N/A
2
3
4
* 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):
Downstream Permit Number:
Page I of 6

III. Certification Statement:
I W. Jordan Brewer 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 parry. 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
Design Engineer
Title of Signing Official
3/5/2021
Date
Page 2 of 6
FTSE 10-18

Brewer, Jordan
From: Marisa Kolman <[e-mail]>
Sent: Friday, March 5, 2021 3:08 PM
To: Brewer, Jordan
Subject: Forest Lake TT Project
Categories: External
Jordan,
Regarding the Forest Lake TT RV expansion project, the portable power generation unit or portable, independently -
powered pumping units, associated appurtenances, and personnel are available for distribution and operation of these
proposed pump stations.
Thanks,
Marisa Kolman
Land & Site Development Manager
Equity Lifestyle Properties
ma [e-mail]
p [phone]
els c [phone]
Chicago Office • Two N. Riverside Plaza Chicago, IL 60606 equitylifestyleproperties.com
1

=99-195U-433U 9832-G32Uh2U1 UG88
SOSID: 2016964
Date Filed: 7/27/2020 11:17:00 AM
Elaine F. Marshall
North Carolina Secretary of State
State of North Carolina C2020 206 00984
Department of the Secretary of State
APPLICATION FOR REGISTRATION
AS A FOREIGN LIMITED PARTNERSHIP
Pursuant to §59-902 of the General Statutes of North Carolina, the undersigned hereby submits this application
for Registration as a Foreign Limited Partnership for the purpose of obtaining a Certificate of Authority to
transact business in this State.
1. The name of the foreign limited partnership is: MHC TT, L.P.
2. If the name of the foreign limited partnership is unavailable for use in the State of North Carolina, the name the
limited partnership wishes to use is:
(The name must contain the words "Limited Partnership," or the abbreviation "L.P." or "LP," or the combination
"Ltd. Partnership".)
3. The jurisdiction in which the limited partnership was formed is Delaware
and the date of formation was 10/1/1996 The limited partnership's period of duration is
perpetual
4. The street address of the principal office is:
Number and Street: Two N. Riverside Plaza, Suite 800
Chicago IL 60606 Cook
City: State: Zip Code: County:
The mailing address, if different from the street address, of the principal office:
Telephone: [phone]
Number and Street:
City: State: Zip Code: County:
5. Name of Registered Agent: C T Corporation System
6. Address of Registered Agent's Office:
Number and Street: 160 Mine Lake Ct, Ste. 200
Raleigh 27615-6417 Wake
City: State: NC Zip Code: County:
The mailing address, if different from the street address, of the registered office:
Number and
City:
State: NC Zip Code: County:
NOTES:
Filing fee is $50. This document must be filed with the Secretary of State.
BUSINESS REGISTRATION DIVISION P.O.BOX 29622 RALEIGH, NC 27626-06222
(Revised August, 2017) Page 1 Form LP-04

91
91
10.
11
12.
In consideration of the issuance of a Certificate of Authority to transact business in North Carolina, the limited
partnership appoints the Secretary of State of North Carolina as the agent to receive service of process, notice or
demand, whenever the foreign limited partnership fails to appoint or maintain a registered agent in this State, or
whenever such registered agent cannot with reasonable diligence be found at the registered office.
(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 at no charge when a
document is filed. The e-mail provided will not be viewable on the website. For more information on why this
service is being offered, please see the instructions for this document.
Enter the name and address of each general partner: (attach additional sheets if necessary)
MHC Trails GP, L.L.C.
ot/No Two N. Riverside Plaza, Suite 800 Stre
Chicago
City
IL / 60606
Limited Partners (select 1 or 2, as appropriate)
❑ Attached is a list of the names and addresses of all limited partners (include full name/street
address/city/state/zip code/county); or
❑x The location of the office where list of the names and addresses of the limited partners and their capital
contributions will be kept as long as the limited partnership transacts business in North Carolina is:
Number and Street: Two N. Riverside Plaza, Suite 800
City: Chicago State: IL Zip Code: 60606 County: Cook
(Select one)
❑ The foreign limited partnership is a foreign limited liability limited partnership.
❑X The foreign limited partnership is not a foreign limited liability limited partnership.
This registration will be effective upon filing, unless a future date and/or time is specified:
Walter B. Jaccard
Typed or printed name
�ZcuSTgned by.
_ r,"tn c
Slgnatur C55444DOAAEC45A...
Vice President of MHC Trails GP, L.L.C., general partner
Title
NOTES:
Filing fee is $50. This document must be rded with the Secretary of State.
BUSINESS REGISTRATION DIVISION P.O.BOX 29622 RALEIGH, NC 27626-06222
(Revised August, 2017) Page 2 Form LP-04

Delaware Pagel
The First State
I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF
DELAWARE, DO HEREBY CERTIFY "MHC TT, L.P." 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 SIXTEENTH DAY OF JULY, A.D. 2020.
AND I DO HEREBY FURTHER CERTIFY THAT THE ANNUAL TAXES HAVE BEEN
PAID TO DATE.
2669212 8300
SR#20206262050
You may verify this certificate online at corp.delaware.gov/authver.shtml
�mnr w. erm��_s«,.�.rr a sui.
Authentication:203294133
Date:07-16-20

els
Equity LifeStyle Properties
March 3, 2021
RE: Letter of Authorization
To Whom It May Concern:
Equity LifeStyle Properties, Inc.
Two North Riverside Plaza
Chicago, Illinois 60606
[phone]
[phone] Fax
I, David Eldersveld, as Executive Vice President, Chief Legal Officer and Corporate
Secretary of MHC Trails GP, L.L.C., the general partner of MHC TT, L.P., who owns Forest
Lake, 192 Thousand Trails Drive, Advance, NC 27006 (the "Property"), hereby certify that
George Gudgeon, Senior Vice President — Property Management, is authorized to act as an
agent and to be an authorized signer on behalf of the Property.
This authorization is signed by an office duly allowed to represent the Property.
MHC TT, L.P.,
a Delaware limited partnership
By: MHC Trails GP, L.L.C.,
a Delaware limited liability company, its general partner
By: A'All-11
Name: David Eldersveld
Title: Executive Vice President, Chief Legal Officer and Corporate Secretary
STATE OF ILLINOIS
COUNTY OF 4WI4
BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED
hVls e-Lii1wesS IFtaJ2 KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED ABOVE,
AND ACKNOWLEDGED TO ME THAT SHE EXECUTED THE NAME FOR THE PURPOSE THEREIN EXPRESSED.
SWORN U SCRIBED BEFORE ME THIS S rd DAY OF bA.AA CA , 2021.
I LTiCM"` SEAL) NOTARY'S SIGNATURE
OFFICIAL SEAL
JO A. FIGUEROA
NOTARY PUBLIC, STATE OF ILLINOIS
My Commission Expires June 7, 2022

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