WQ0043947_Application_20221118

DWR
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: N (1N).,, b 4 f I4 7
(to be completed by DWR)
All items must be completed or the application will be returned
RECEIVED/NCDEQ/DWR
NOV 18 2022
I. APPLICANT INFORMATION: WOROS
MOORESVILLE REGIONAL O1--FICE
1. Applicant's name: AMB/IMDH Beacon Lakes LLC (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: Todd Summerfield per 15A NCAC 02T .0106(b)
Title: Vice President, Marketing Officer
4. Applicant's mailing address: 1800 Waze Street, Suite 500
City: Denver State: Colorado Zip: 80202-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Goodrich 2
2. Application/Project status: ® 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: 35.128446' Longitude:-80.963217'
5. Parcel ID (if applicable): 20116106 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Matt Sinkovitz License Number: 044039
Firm: BGE, Inc
Mailing address: 1111 Metropolitan Ave, Suite 250
City: Charlotte State: NC Zip: 28204-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek Permit Number: NC0024970
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 8 inch 0 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 ®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.01 15(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned)
❑ Residential (Leased)
❑ School / preschool / day care
❑ Food and drink facilities
® Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : % Domestic % Commercial 100 % Industrial (See I5A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes® No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(f)? ❑ Yes ® No
y If yes, 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
Employees
25 gal/emp
17
425 GPD
Loading Bays
100 gal/bay
31
3100 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
3525 GPD
a See 15A NCAC 02T .01 14(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 I5A NCAC 02T .01 I4(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 3525 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.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ 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
614
PVC
8
668
PVC
➢ Section II & ITT of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section ITI contains information related to minimum slopes for gravity sewer(s)
• 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 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
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 2.0I C. I .b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - I5A 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
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, 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, and associated wetlands.
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 associated with these waters (see item TX.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? ® Yes ❑ No ❑ N/A
➢ If no, please refer to I5A 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? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
• 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. Ts the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Catawba ❑ 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
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?
® 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:
I, Matthew J. Sinkovitz , attest that this application for Goodrich 2
(Professional Engineer's name from Application Item III.l .) (Project Name from Application Item II.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)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
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I, Todd Summerfield , attest that this application for Goodrich 2
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item II.I )
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 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.
Signatur Date:
vP, rV —O -�
FORM: FTA 06-21 Page 5 of 5
4 (17_0z2--

CHARLOTTE
WTER
February 2, 2022
Mr. Matt Jones
Prologis, Inc.
3475 Piedmont Rd NE
Suite 650
Atlanta, GA 30305
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
PROLOGIS GOODRICH 2
11701 GOODRICH DRIVE, CHARLOTTE, NC 28273
CLTWATER TRACKING# 2022265
After analysis of the sanitary sewer associated with the proposed design of project, 2022265,
PROLOGIS GOODRICH 2, it was determined that there is sufficient capacity to accommodate the
proposed sewer flow of 3,525 gallons per day (17 emp x 25 gpdlemp; 31 loading bays x 100
gpd/bay) 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.
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,
Gw W r- wt.o- A .o4 -'
Guillermo Anzola / Engineering Assistant
CHARLOTTE WATER / charlottewater.orq
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
? 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: Prologis, Inc
Project Name for which flow is being requested: Prologis Goodrich 2
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, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
99.00
14.816
65.2
0.003525
80.019
80.8
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:
Pump
Station
(Name or
Number)
Pump
Station
Permit
No.
(A)
Design
Average
Firm Daily Flow**
Capacity, * (Firm / p fl,
MGD MGD
(B) (C)
Obligated,
Approx. Not Yet
Current Tributary
Avg. Daily Daily Flow,
Flow, MGD MGD
Steele Creek 30.000 12.000 4.849 .544
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated
Flow
5.393
Available
Capacity***
6.606
* 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): Unknown
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 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.
KN*.
Digitally signed by Keri B Cantrell
Date: 2022.10.03 16:24:55 -04'00' 10/3/2022
Adobe Acrobat version: 2022.002.20212
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2 of 6
FTSE 10-18

November 17, 2022
W. Corey Basinger, Regional Supervisor
NCDEQ Division of Water Resources
Mooresville Regional Office
610 E. Center Avenue
Mooresville, NC 28115
RE: Goodrich 2 — Fast Track Sewer System Extension Application
Dear Mr. Basinger:
RECEIVED/NCDEQ/DWR
NOV 1 8 2022
MOORESVILVVOROS
LE REGIONAL OFFICE
Enclosed is the application and supporting documentation for the Fast Track Sewer System
Extension Application for the Goodrich 2 project located on tax parcel 20116106 at 11701 Goodrich
Drive in the City of Charlotte, Mecklenburg County, NC.
This development proposes a 158,366 SF commercial building with a total for an estimated daily
sewer flow of 3,525 gallons per day. The sewer system is approximately 668 LF of private 8"
gravity sewer and 614 LF of private 6" gravity sewer line connecting to the existing 8" gravity sewer
within Goodrich Drive with a proposed doghouse manhole. After the connection, the public proposed
gravity sewer line continues down Goodrich Drive.
Please contact me at [e-mail] or [phone] if you require any additional
information for this application.
Sincerely,
7
Matt Sinkovitz, PE
Senior Project Manager, Land/Site
Serving. Leading. Solving.'"
1111 Metropolitan Avenue, Suite 250 • Charlotte, North Carolina 28204 • 980-220-2322

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DATE: 11/23/2021
GOODRICH DRIVE AERIAL MAP 0 125' 250'
SCALE: 1" = 250'
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE
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State of North Carolina
Department of the Secretary of State
SOSID: 2408328
Date Filed: 5/5/2022 12:32:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2022 125 02552
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:
I. The name of the limited liability company is AMB/IMDH BEACON LAKES 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 DELAWARE
3. Principal office information: (Select either a or b)
a. ❑■ The limited liability company has a principal office.
303-567-5484
The principal office telephone number:
The street address and county of the principal office of the limited liability company is:
Number and Street: 1 800 WAZEE ST., SUITE 500
City: DENVER State: CO Zip Code: 80202 county: DENVER
The mailing address, if different from the street address, of the principal office of the corporation is:
Number and Street:
City: State: Zip Code: County:
b. ❑ The limited liability company does not have a principal office.
4. The name of the registered agent in the State of North Carolina is: Corporation Service Company
5. The street address and county of the registered agent's office in the State of North Carolina is:
Number and Street: 2626 Glenwood Avenue, Suite 550
City: Raleigh State: NC Zip Code: 27608 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: State: NC Zip Code: County:
BUSINESS REGISTRATION DIVISION P.O. BOX 29622 RALEIGH, NC 27626-0622
(Revised July 2017) (Form L-09)

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:
(use attachment if necessary) (This document must be signed by a person listed in item 7.)
Name and Title Business Address
PROLOGIS, L.P. (Managing Member) 1800 Wazee St., Suite 500, 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. If the 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:
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 4th day of May , 20 22
AMB/IMDH BEACON LAKES LLC
7.1
Name of Limited Liability Company
nAttreofC�W�.# y
Marilyn Cartwright, Assist. Secy
Type or Print Name and Title
of Prologis, Inc., the general partner of
Prologis, L.P., the Managing Member of
AMB/IMDH Beacon Lakes LLC
Notes:
1. Filing fee is $250. This document must be filed with the Secretary of State.
BUSINESS REGISTRATION DIVISION P.O. BOX 29622 RALEIGH, NC 27626-0622
(Revised .July 2017) (Form L-09)

Delaware
The First State
Page 1
I , JEFFREY W . BULLOCK, SECRETARY OF STATE OF THE STATE OF
DELAWARE, DO HEREBY CERTIFY "AMB/IMDH BEACON LAKES, 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 FOURTH DAY OF MAY, A.D. 2022.
AND I DO HEREBY FURTHER CERTIFY THAT THE SAID "AMB/IMDH BEACON
LAKES, LLC" WAS FORMED ON THE TWENTY—NINTH DAY OF OCTOBER, A.D.
2002.
AND I DO HEREBY FURTHER CERTIFY THAT THE ANNUAL TAXES HAVE BEEN
PAID TO DATE.
3584839 8300
SR# 20221788026
You may verify this certificate online at corp.delaware.gov/authver.shtml
Authentication: 203348474
Date: 05-04-22

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Limited Liability Company
Legal Name
AMB/IMDH BEACON LAKES LLC
Information
Sosld: 2408328
Status: Current -Active
Date Formed: 5/5/2022
Citizenship: Foreign
State of Incorporation: DE
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Corporation Service Company
Addresses
Mailing Principal Office Reg Office
1800 Wazee St Ste 500 1800 Wazee St Ste 500 2626 Glenwood Ave Ste 550
Denver, CO 80202 Denver, CO 80202 Raleigh, NC 27608
Reg Mailing
2626 Glenwood Ave Ste 550
Raleigh, NC 27608
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://www.sosnc.gov/online_services/search/Business_Registration_Results 11/18/2022