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CITY OF MUSKEGON
CITY COMMISSION MEETING
February 11, 2025 @ 5:30 PM
MUSKEGON CITY COMMISSION CHAMBERS
933 TERRACE STREET, MUSKEGON, MI 49440
AGENDA
☐ CALL TO ORDER:
☐ PRAYER:
☐ PLEDGE OF ALLEGIANCE:
☐ ROLL CALL:
☐ HONORS, AWARDS, AND PRESENTATIONS:
A. Muskegon Lumberjacks Charitable Foundation - Reading Caravan
Arena
☐ PUBLIC HEARINGS:
A. Public Hearing- Transformational Brownfield Plan, Shaw Walker Mixed
Use Redevelopment Project, Parkland Properties of Michigan, LLC, 965 W.
Western Ave., 920 Washington Ave., 930 Washington Ave., and 1330
Division Ave. Economic Development
☐ FEDERAL/STATE/COUNTY OFFICIALS UPDATE:
☐ PUBLIC COMMENT ON AGENDA ITEMS:
☐ CONSENT AGENDA:
A. Approval of Minutes City Clerk
B. Sale of 1693 Elwood Planning
C. Amendment to the zoning ordinance, replacing mentions of "single-
family residential districts" with "neighborhood residential districts."
(SECOND READING) Planning
D. Amendment to Article II of the zoning ordinance to create definitions for
duplexes and triplexes. (SECOND READING) Planning
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E. Sale of 254 Meeking. Planning
F. Filtration Control System Upgrades Public Works
☐ UNFINISHED BUSINESS:
☐ NEW BUSINESS:
A. Muskegon Regatta
DPW- Parks and Recreation
B. Soccer in the Sand DPW- Parks and Recreation
C. Shaw Walker Project Affordable Housing Agreement Economic
Development
D. Shaw Walker Community Benefit Agreement Economic Development
☐ ANY OTHER BUSINESS:
☐ GENERAL PUBLIC COMMENT:
► Reminder: Individuals who would like to address the City Commission shall do the following: ►Fill out a
request to speak form attached to the agenda or located in the back of the room. ► Submit the form to
the City Clerk. ► Be recognized by the Chair. ► Step forward to the microphone. ► State name. ►Limit of
3 minutes to address the Commission.
☐ CLOSED SESSION:
☐ ADJOURNMENT:
AMERICAN DISABILITY ACT POLICY FOR ACCESS TO OPEN MEETINGS OF THE CITY OF
MUSKEGON AND ANY OF ITS COMMITTEES OR SUBCOMMITTEES
To give comment on a live-streamed meeting the city will provide a call-in telephone
number to the public to be able to call and give comment. For a public meeting that is
not live-streamed, and which a citizen would like to watch and give comment, they
must contact the City Clerk’s Office with at least a two-business day notice. The
participant will then receive a zoom link which will allow them to watch live and give
comment. Contact information is below. For more details, please visit:
www.shorelinecity.com
The City of Muskegon will provide necessary reasonable auxiliary aids and services, such
as signers for the hearing impaired and audio tapes of printed materials being
considered at the meeting, to individuals with disabilities who want to attend the
meeting with twenty-four (24) hours’ notice to the City of Muskegon. Individuals with
disabilities requiring auxiliary aids or services should contact the City of Muskegon by
writing or by calling the following:
Ann Marie Meisch, MMC. City Clerk. 933 Terrace St. Muskegon, MI 49440. (231)724-6705.
clerk@shorelinecity.com
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Agenda Item Review Form
Muskegon City Commission
Commission Meeting Date: February 11, 2025 Title: Public Hearing- Transformational Brownfield
Plan, Shaw Walker Mixed Use Redevelopment
Project, Parkland Properties of Michigan, LLC, 965
W. Western Ave., 920 Washington Ave., 930
Washington Ave., and 1330 Division Ave.
Submitted by: Contessa Alexander, Development Department: Economic Development
Analyst
Brief Summary:
Parkland Properties of Michigan, LLC has submitted a Transformational Brownfield Plan for the Shaw
Walker Mixed Use Redevelopment Project located at 965 W. Western Ave., 920 Washington Ave., 930
Washington Ave., and 1330 Division Ave.
Detailed Summary & Background:
History of the Site: The Shaw Walker site, historically home to the Shaw Walker Furniture Company, was
constructed between 1911 and 1913. This manufacturing facility was a significant contributor to
Muskegon's industrial landscape until it ceased operations in 1989. Following its closure, the site
experienced multiple ownership changes, including Knoll North America, Lakeview Industrial Center
Inc., Mellowood Development Co., P&G Holdings LLC, IGCFCO III, LLC, and most recently, Parkland
Properties of Michigan acquired it in December 2022. The site has since remained largely vacant and
deteriorated, representing a substantial blight in the community.
Developer's Plans: Parkland Properties of Michigan, through its affiliated entities, plans a
comprehensive mixed-use redevelopment of the Shaw Walker site. The project will involve:
• Residential Development: Rehabilitation of four existing buildings into 538 new housing units
and 53 existing units, totaling 591 units. These include apartments and condominiums with
amenities such as rooftop pools, jacuzzis, clubhouses, and sports courts.
• Commercial Space: Conversion of portions of three buildings into 8 commercial retail spaces,
including professional services (daycare, pet care), health and wellness facilities (salon, fitness
studio), and various retail outlets (market, coffee shop, bookstore).
• Parking and Infrastructure: Rehabilitation of one building into an indoor parking facility and the
construction of new parking lots. Infrastructure improvements include connections to city
water, sewer, and storm systems, and replacing damaged sidewalks.
• The total capital investment is expected to exceed $212.9 million.
• 200 new full-time jobs, 600 temporary construction jobs
Duration of the Brownfield Plan: The Brownfield Plan will be in effect for up to 35 years from the date of
approval by the governing body. The duration for property tax capture will not exceed 30 years,
while the capture of withholding tax and income tax revenues is limited to 20 years from the start
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date. The initiation of tax increment revenue capture must occur within five years post-approval,
subject to Michigan Strategic Fund (MSF) approval.
Eligible Activities and Costs:Eligible activities under the Brownfield Plan include both environmental
and non-environmental tasks:
• EGLE (Environmental) Eligible Activities:
o Department-specific environmental site assessments and mitigation measures
($225,000).
• MSF (Michigan Strategic Fund) Eligible Activities:
o Demolition and Abatement: $4,758,100
o Rehabilitation of Existing Structures: $143,595,767
o New Townhouse Construction: $11,100,000
o Site and Amenities Construction: $8,823,413
Total Eligible Activities Cost: $168,502,280
Total Reimbursable Eligible Costs: $159,598,389, reflecting limitations on Tax Increment Revenue (TIR)
capture
Approved Tax Incentives: The project has been awarded two approved tax incentives: NEZ (15
years), and an OPRA (12 years).
Once approved locally, the project will go before the Michigan Strategic Fund Board in April for final
approval.
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Progress toward completion of ongoing economic development projects
Goal/Action Item:
2027 Goal 2: Economic Development Housing and Business
Amount Requested: Budgeted Item:
N/A Yes No N/A X
Fund(s) or Account(s): Budget Amendment Needed:
N/A Yes No N/A X
Recommended Motion:
I motion to close the public hearing and approve the Shaw Walker Mixed-Use Redevelopment
Project Transformational Brownfield Plan and authorize the City Mayor and City Clerk to sign the
attached resolution.
Approvals: Guest(s) Invited / Presenting:
Immediate Division X
Head No
Information
Technology
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Other Division Heads
Communication
Legal Review
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ACT 381 COMBINED TRANSFORMATIONAL BROWNFIELD PLAN
MADE IN ACCORDANCE WITH AND PURSUANT TO THE MASTER
DEVELOPMENT PLAN OF THE CITY OF MUSKEGON INCLUDING THE
2008 MUSKEGON DOWNTOWN AND LAKESHORE REDEVELOPMENT
PLAN AND THE 2017 IMAGINE MUSKEGON LAKE PLAN THAT
ENVISIONED THE REHABILITATION OF THE FORMER SHAW WALKER
MANUFACTURING SITE TO SUPPORT HOUSING IN THE CITY OF
MUSKEGON, MICHIGAN
SHAW WALKER MIXED USE
REDEVELOPMENT PROJECT
965 W. Western Avenue
920 Washington Avenue
930 Washington Avenue
1330 Division Avenue
City of Muskegon, Muskegon County, Michigan
Muskegon Brownfield Redevelopment Authority
January 28, 2025
Prepared by: Warner Norcross + Judd LLP and Parkland Properties of Michigan – Shaw
Walker, LLC, Shaw Walker Opportunity Zone Business 1, LLC, Shaw Walker
Opportunity Zone Business 2, LLC, Shaw Walker Opportunity Zone Business 3, LLC,
and Shaw Walker Opportunity Zone Business 4, LLC
Approved by the Muskegon Brownfield Redevelopment Authority on February 11, 2025
Approved by the Muskegon City Commission on February 11, 2025
31098198
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TABLE OF CONTENTS
1.0 INTRODUCTION
1.1 Proposed Redevelopment and Future Use for Each Eligible Property
1.2 Eligible Property Information
1.3 Project Justification
1.4 Historical Use and Previous Ownership of Each Eligible Property
1.5 Current Use of Each Eligible Property
1.6 Site Conditions and Known Environmental Contamination Summary
1.7 Functionally Obsolete, Blighted and/or Historic Conditions
1.8 Transit-Oriented Development or Transit-Oriented Property Qualification
1.9 Information Required by Section 15(12) of the Statute
2.0 INFORMATION REQUIRED BY SECTION 13C OF THE STATUTE
2.1 Basis for Designating the Plan as a TBP Under Section 2(vv)
2.2 Summary Description of the Costs of the TBP Intended to be Paid for with Construction
Period Tax Capture Revenues, Withholding Tax Capture Revenues, Income Tax Capture
Revenues, and Sales and Use Tax Capture Revenues
2.3 An Estimate of the Amount of Construction Period Income Tax Capture Revenues,
Construction Period Sales Tax Exemption, Construction Period Use Tax Exemption,
Withholding Tax Capture Revenues, Income Tax Capture Revenues, and Sales and Use Tax
Capture Revenues Expected to be Generated Annually
2.4 Beginning Date and Duration of Capture of Construction Period Tax Capture Revenues,
Withholding Tax Capture Revenues, Income Tax Capture Revenues, and Sales and Use Tax
Capture Revenues
3.0 INFORMATION REQUIRED BY SECTION 14a OF THE STATUTE
3.1 Whether the TBP will have a Transformational Impact on Economic Development and
Community Revitalization
3.2 Whether the TBP Meets the Requirements of Sections 13, 13b, and 13c
3.3 Reasonableness and Necessity of Eligible Activity Costs
3.4 Reasonableness of Captured Taxable Value, Construction Period Tax Capture Revenue,
Withholding Tax Capture Revenue, Income Tax Capture Revenue and Sales and Use Tax
Capture Amounts
3.5 Whether Subject to Subsection (22)(d), the TBP Includes Provisions for Affordable
Housing
4.0 INFORMATION REQUIRED BY SECTION 14A(3)(e) OF THE STATUTE
4.1 The importance of the project to the community in which it is located
4.2 If the project will act as a catalyst for additional revitalization of the community in which
it is located
4.3 The amount of local community and financial support for the project
4.4 The applicant’s financial need for a community revitalization incentive
4.5 The extent of reuse of vacant buildings, reuse of historic resources, and the
redevelopment of blighted property
4.6 Creation of jobs
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4.7 The level of private sector and other contributions, including, but not limited to, federal
funds and federal tax credits
4.8 Whether the project is financially and economically sound
4.9 Whether the project increases the density of the area
4.10 Whether the project promotes mixed-use development and walkable communities
4.11 Whether the project converts abandoned public buildings to private use
4.12 Whether the project promotes sustainable development
4.13 Whether the project involves the rehabilitation of a historic resource
4.14 Whether the project addresses area-wide redevelopment
4.15 Whether the project addresses underserved markets of commerce
4.16 The level and extent of environmental contamination
4.17 If the rehabilitation of the historic resource will meet the federal Secretary of the
Interior's standards for rehabilitation and guidelines for rehabilitating historic buildings
(36 CFR 67)
4.18 Whether the project will compete with or affect existing Michigan businesses within the
same industry
4.19 Any other additional criteria approved by the board that are specific to each individual
project and are consistent with the findings and intent of this chapter
5.0 SCOPE OF WORK AND COSTS
5.1 EGLE Eligible Activities
5.2 MSF Eligible Activities
5.3 Local Only Eligible Activities
6.0 TAX INCREMENT REVENUE ANALYSIS
6.1 Captured Taxable Value and Property Tax Increment Revenues Estimates
6.2 Combined Plan Financing Method
6.3 Note or Bonded Indebtedness
6.4 Tax Increment Revenues Capture Period
6.5 Future Tax Revenues
7.0 RELOCATION
7.1 Current Residents and Displacement
7.2 Displaced Persons Relocation Plan
7.3 Relocation Costs Provisions
7.4 Compliance with Michigan’s Relocation Assistance Law
8.0 DEVELOPMENT TEAM EXPERIENCE
9.0 ANTICIPATED PROJECT TIMELINE
10.0 ELIGIBLE ACTIVITY TABLE(S)
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EXHIBITS
FIGURES
Figure 1 Property Location Maps
Figure 2 Legal Descriptions and Eligible Property Maps
Figure 3 Description of Personal Property that is part of the Eligible Property
Figure 4 Environmental Sampling Location Map
Figure 5 Known Extent of Vertical and Horizontal Contamination Map
Figure 6 Color Site Photographs
Figure 7 Redevelopment Project Renderings
Figure 8 Site Plans
TABLE
Table 1 Total Project Capture Summary
Table 2 Safe Harbor Calculations
Table 3 Combined Property Tax Capture and Reimbursement
Table 4 Commercial Property Tax Capture
Table 5 Residential Apartments Rehabbed Property Tax Capture
Table 6 Existing Residential Rehabbed Condo Property Tax Capture
Table 7 New Rehabbed Condo Property Tax Capture – Phase I
Table 8 New Rehabbed Condo Property Tax Capture – Phase II
Table 9 New Rehabbed Condo Property Tax Capture – Phase III
Table 10 New Townhome Property Tax Capture
Table 11 Project Revenue Capture
ATTACHMENTS
Attachment A Combined Brownfield Plan Resolution(s)
Attachment B Affordable Housing Agreement
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ACT 381 COMBINED TRANSFORMATIONAL BROWNFIELD PLAN
1.0 INTRODUCTION
1.1 Proposed Redevelopment and Future Use for Each Eligible Property
The Shaw Walker Mixed-Use Redevelopment Project is being pursued by Parkland
Properties of Michigan – Shaw Walker, LLC (“Parkland”), Shaw Walker Opportunity Zone
Business 1, LLC, Shaw Walker Opportunity Zone Business 2, LLC, Shaw Walker Opportunity
Zone Business 3, LLC, and Shaw Walker Opportunity Zone Business 4, LLC (collectively,
Parkland and the Shaw Walker Opportunity Zone entities are referred to as “Developer”) in
accordance with and pursuant to the master development plan of the City of Muskegon
including the 2008 Muskegon Downtown and Lakeshore Redevelopment Plan and the 2018
Imagine Muskegon Lake Plan that envisioned the rehabilitation of the former Shaw Walker
manufacturing site to support housing in the City of Muskegon, Michigan (the “City”).
The Shaw Walker Mixed Use Redevelopment Project property consists of four (4) parcels
totaling 15.133 acres at 965 W. Western Avenue, 920 & 930 Washington Avenue, and 1330
Division Street (the “Property”) in the City. The Property is on the south side of Muskegon
Lake and at the primary southern entry to the City.
The Property is bounded to the north by W. Western Ave, to the east by Division Street, to
the southwest by the corner of Hudson Street and Washington Avenue, and to the west by
Franklin Street. There are a total of seven (7) existing buildings on the Property, as well as a
vacant land across Division Street.
Formerly the home of the Shaw Walker Furniture Company (constructed between 1911 –
1913), the Property has remained mostly vacant and in a state of disrepair since the factory’s
closing in 1989. Redevelopment of the Property (the “Project”) will consist of continued
environmental investigations, selective demolition and clean-up within and around the
existing structures, site improvements, site preparation, rehabilitation of 4 of the existing
buildings (Buildings 3, 4 (floors 2-4), 5, and 6) into new residential housing (condos and
apartments), rehabilitation of portions of 3 of the existing buildings (Buildings 1, 2, and 4
(first floor)) into improved commercial retail space, and a parking structure (Building 7), and
various infrastructure improvements, including 19,330 SF of public infrastructure.
When finished, the Project will complete the rehabilitation of the former factory complex
into a mixed-use development with 591-housing units (of which 53 are existing units and
538 will be new housing units), a rooftop pool, jacuzzi and deck; 2-rooftop clubhouses; sport
courts; shared work spaces; and 8 large retail units with uses that compliment and provide
the best available lifestyle for the community.
Redevelopment of the Project is outlined below on a per building basis (please see Figure 8
for building site plan).
BUILDING #1
Building #1 consists of an existing, five-story, mixed-use building that was completed by the
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previous developer in the early 2000’s. The building contains a total of 84,500 SF, including
a first-floor retail (coffee shop) space totaling 2,318 SF; a first-floor vacant former office
space that will be converted to retail space totaling 2,160 SF; and 53 residential
condominium units totaling 55,346 SF (consisting of 30 – 1-bedrooms, 18 – 2-bedrooms, and
4 – 3-bedrooms).
Parkland’s affiliate, Shaw Walker Opportunity Zone Business 3, LLC, owns 33 of the existing
residential units (consisting of 20 – 1-bedrooms, 9 – 2-bedrooms, and 4 – 3-bedrooms), and
the remaining 20 units are owned by other homeowners (Income Tax Capture from these
20 units is not included in the Plan figures herein). Parkland and Shaw Walker Opportunity
Zone Business 3, LLC, will be rehabilitating and marketing these 33 units for sale to
prospective buyers.
The coffee retail space (known as the ‘Coffee Factory’) is currently occupied by a tenant.
Parkland intends to continue to make the space available for lease.
Parkland intends to initially utilize the other vacant office space as an office for its
condominium sales until a tenant is identified for the space. The space is listed and Parkland
is currently seeking a convenience store or a market tenant for the space.
Enclosed building areas of Parkland’s owned 33 residential units include 31,736 SF, as
detailed in the table below:
Enclosed Areas Square Footage
1-bedroom units (11 @ 719 SF) 7,909
1-bedroom units (3 @ 722 SF) 2,166
1-bedroom units (3 @ 887 SF) 2,661
1-bedroom units (2 @ 619 SF) 1,238
2-bedroom units (6 @ 1,211 SF) 7,266
2-bedroom units (1 @ 1,240 SF) 1,240
3-bedroom units (4 @ 1,456 SF) 5,824
2-bedroom units (3 @ 1,144 SF) 3,432
TOTAL ENCLOSED AREAS 31,736
The renovated residential units will provide 31,736 SF of livable space in the building with a
total of 29,154 SF of common area and support space as noted in the table below:
Description Square Footage Floor(s)
1-Bedroom Units 13,974 2-5
2-Bedroom Units 11,938 2-5
3-Bedroom Units 5,824 2-5
Total Developer Residential SF 31,736
Non-Developer Owned Units* 23,610 2-5
Total Building Residential SF 55,346
Common Space 22,400 1-5
Circulation 1,643 1-5
Mechanical & Electrical 963 1-5
Lobby and Restrooms 1,924 1&2
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Amenity Spaces 1,761 2
Building Maintenance Services 169 1
Administration, Security 294 1
Total Non-Rentable SF 29,154
BUILDING TOTAL 84,500 1-5
NET BUILDING SF REDEVELOPED UNDER THIS
PLAN (less non-owned units) 60,890
*No eligible activities will occur in the existing non-developer owned condominium units and the TBP revenue
projections do not include any of this square footage or residents in the projections.
Building #1 is served by adjacent surface parking at the corner of Washington Avenue and
Hudson Street with a total of 39 spaces. Additional surface parking spaces totaling 70 spaces
are available on the backside of Building #1 on Hudson Street. The surface parking spaces
will remain as part of the Project.
The total square footage of all components in Building #1 is 84,500 SF.
The entire rehabilitation Project will include several infrastructure improvements, including:
1. Connection to the existing City of Muskegon water system.
2. Connection to the existing City of Muskegon sewer system.
3. Connection to the existing City of Muskegon storm water system.
4. Replacement of damaged sidewalks with new sidewalks and installation of road cuts
at multiple new access points to the property.
BUILDING #2
Building #2 consists of an existing, single-story, commercial building that was operated as
the Watermark 920 Event and Conference Center until its closure during the COVID-19
pandemic. Building #2 is currently vacant and contains a total of 13,970 SF.
Parkland’s affiliate, Shaw Walker Opportunity Zone Business 2, LLC, owns the building.
Parkland and Shaw Walker Opportunity Zone Business 2, LLC, will be rehabilitating the
building and converting it into approximately 3 commercial retail units. These commercial
units will be marketed toward uses that compliment and provide the best available lifestyle
for the community. The units are listed and Parkland is currently seeking one of its preferred
uses including, but not limited to, a fitness center, day care center, and/or a pet care center.
Enclosed building areas of the 3 commercial spaces include 10,500 SF, as detailed in the
table below:
Enclosed Areas Square Footage
Retail Space #1 3,500
Retail Space #2 3,500
Retail Space #3 3,500
TOTAL ENCLOSED AREAS 10,500
The renovated commercial space will provide 10,500 SF of rentable square footage within
the building containing a total of 13,970 SF, including common area and support space as
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noted in the table below:
Description Square Footage Floor(s)
Retail Space #1 3,500 1
Retail Space #2 3,500 1
Retail Space #3 3,500 1
Total Commercial Space SF 10,500
Lobby and Restroom 3,470 1
Total Non-Rentable SF 3,470
BUILDING TOTAL 13,970 1
Building #2 is served by adjacent surface parking at the corner of Washington Avenue and
Division Street with a total of 51 spaces. Additional surface parking spaces totaling 357
spaces will be constructed across Division Street.
The total square footage of all components in Building #2 is 13,970 SF.
The entire rehabilitation Project will include several infrastructure improvements, including:
1. Connection to the existing City of Muskegon water system.
2. Connection to the existing City of Muskegon sewer system.
3. Connection to the existing City of Muskegon storm water system.
4. Replacement of damaged sidewalks with new sidewalks and road cuts at multiple
new access points to the property.
5. Utility line relocations
6. Road realignment
7. Creation of green space
BUILDING #3
Building #3 consists of an existing five-story, vacant, manufacturing building containing a
total of 270,785 SF. Parkland’s affiliate, Shaw Walker Opportunity Zone Business 2, LLC, owns
the building. Parkland and Shaw Walker Opportunity Zone Business 2, LLC, will be
rehabilitating the building into residential apartments.
The concrete building floors are generally open with massive concrete pillars throughout for
floor support. The building structure is sound, but all of the non-structural flooring, the
decaying brick façade, windows and roofing will need to be replaced as part of the overall
Project.
Rehabilitation of Building #3 will include a redevelopment into 327 new rental apartments
consisting of a combination of studios, one-bedroom, two-bedroom and three-bedroom
apartments.
Enclosed building areas of Building #3 include 212,905 SF, as detailed in the table below:
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Enclosed Areas Square Footage
Studio units (27) 12,780
1-bedroom units (259) 155,758
2-bedroom (39) 41,737
3-bedroom (2) 2,630
TOTAL ENCLOSED AREAS 212,905
The new units will provide net rentable space of 212,905 SF within the building containing a
total of 270,785 SF, including common area and support space as noted in the table below:
Description Square Footage Floor(s)
Studios 12,780 1-5
1-Bedroom Units 155,758 1-5
2-Bedroom Units 41,737 1-5
3-Bedroom Units 2,630 3-4
Total Building Residential SF 212,905
Circulation 40,432 1-5
Mechanical & Electrical 2,708 1-5
Lobby 3,276 1
Amenity spaces, hospitality 6,930 1-5
Building Maintenance Services 3,821 1-5
Administration, Security 713 1
Total Non-Rentable SF 57,880
BUILDING TOTAL 270,785 1-5
Building #3 will be served by adjacent surface parking to be constructed across Division
Street on the west end of Building #3 with a total of 357 spaces. Additional surface parking
spaces of approximately 111 spaces will also be constructed at the corner of W. Western
Avenue and Division Street. Additional surface parking spaces of approximately 51 spaces
are also existing at the corner of Washington Avenue and Division Street.
The total square footage of all components in Building #3 is 270,785 SF.
The entire rehabilitation Project will include several infrastructure improvements, including:
1. Connection to the existing City of Muskegon water system.
2. Connection to the existing City of Muskegon sewer system.
3. Connection to the existing City of Muskegon storm water system.
4. Replacement of damaged sidewalks with new sidewalks and installation of road cuts
at multiple new access points to the property.
BUILDING #4
Building #4 consists of an existing four-story, vacant, manufacturing building containing a
total of 57,792 SF. Parkland’s affiliate, Shaw Walker Opportunity Zone Business 2, LLC, owns
the building. Parkland and Shaw Walker Opportunity Zone Business 2, LLC, will be
rehabilitating the building into residential apartments and commercial retail space.
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The concrete building floors are generally open with massive concrete pillars throughout for
floor support. The building structure is sound, but all of the non-structural flooring, the
decaying brick façade, and windows and roofing will need to be replaced as part of the
overall Project.
Rehabilitation of Building #4 will include the conversion of vacant first floor space into
10,049 SF of commercial retail space (i.e. restaurant/retail uses) and conversion of floors 2
through 4 into a mix of 1-, 2-, and 3-bedroom units of residential apartments for a total of
16 units. The rehabilitation will also include the construction of two rooftop clubhouses; and
a rooftop pool, jacuzzi and deck.
Enclosed building areas of Building #4 include 27,653 SF, as detailed in the table below.
Enclosed Areas Square Footage
1-bedroom units (6) 4,694
2-bedroom units (4) 4,494
3-bedroom units (6) 8,416
Retail Space #1 5,548
Retail Space #2 2,541
Retail Space #3 1,960
TOTAL ENCLOSED AREAS 27,653
The units will provide net rentable space of 27,653 SF within the building containing a total
of 57,792 SF, including common area and support space as noted in the table below:
Description Square Footage Floor(s)
1-Bedroom Units 4,694 3-4
2-Bedroom Units 4,494 3-4
3-Bedroom Units 8,416 2-3
Total Building Residential SF 17,604
Retail Space 10,049 1
Total Commercial SF 10,049
Circulation 8,026 1-4
Mechanical & Electrical 12,282 4
Amenity spaces, hospitality 5,669 1-4
Building Maintenance Services 4,162 1-2
Total Non-Rentable SF 30,139
BUILDING TOTAL 57,792 1-4
Building #4 will be served by adjacent surface parking spaces of approximately 111 spaces
will be constructed at the corner of W. Western Avenue and Division Street. The building
will also be served by adjacent surface parking to be constructed across Division Street on
the west end of Building #3 with a total of 357 spaces.
The total square footage of all components in Building #4 is 57,792 SF.
The entire rehabilitation Project will include several infrastructure improvements, including:
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1. Connection to the existing City of Muskegon water system.
2. Connection to the existing City of Muskegon sewer system.
3. Connection to the existing City of Muskegon storm water system.
4. Replacement of damaged sidewalks with new sidewalks and installation of road cuts
at multiple new access points to the property.
BUILDING #5
Building #5 consists of an existing five-story, vacant, manufacturing building containing a
total of 71,787 SF. Parkland’s affiliate, Shaw Walker Opportunity Zone Business 2, LLC, owns
the building. Parkland and Shaw Walker Opportunity Zone Business 2, LLC, will be
rehabilitating the building into residential apartments.
The concrete building floors are generally open with massive concrete pillars throughout for
floor support. The building structure is sound, but all of the non-structural flooring, the
decaying brick façade, windows and roofing will need to be replaced as part of the overall
Project.
Rehabilitation of Building #5 will include conversion of the vacant building floors into
approximately 59,749 SF of new residential apartments, including a mix of studios, 1-, 2-,
and 3-bedroom units, for a total of 89 units.
Enclosed building areas of Building #5 includes 59,749 SF, as detailed in the table below.
Enclosed Areas Square Footage
Studio units (4) 2,148
1-bedroom units (82) 54,244
2-bedroom units (1) 995
3-bedroom units (2) 2,362
TOTAL ENCLOSED AREAS 59,749
The units will provide net rentable space of 59,749 SF within the building containing a total
of 71,787 SF, including common area and support space as noted in the table below:
Description Square Footage Floor(s)
Studio Units 2,148 2-5
1-Bedroom Units 54,244 1-5
2-Bedroom Units 995 5
3-Bedroom Units 2,362 3-4
Total Building Residential SF 59,749
Circulation 7,513 1-5
Mechanical & Electrical 656 1-5
Amenity spaces, hospitality 2,800 1-5
Building Maintenance Services 1,069 1-5
Total Non-Rentable SF 12,038
BUILDING TOTAL 71,787
Building #5 will be served by adjacent surface parking to be constructed across Division
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Street and on the west end of Building #3 with a total of 357 spaces. Additional surface
parking spaces of approximately 111 spaces will be constructed at the corner of W. Western
Avenue and Division Street. Additional existing surface parking spaces totaling 70 spaces are
available adjacent to Building #5 on Hudson Street. These surface parking spaces will remain
as part of the Project.
The total square footage of all components in Building #5 is 71,787 SF.
The entire rehabilitation Project will include several infrastructure improvements, including:
1. Connection to the existing City of Muskegon water system.
2. Connection to the existing City of Muskegon sewer system.
3. Connection to the existing City of Muskegon storm water system.
4. Replacement of damaged sidewalks with new sidewalks and installation of road cuts
at multiple new access points to the property.
BUILDING #6
Building #6 consists of an existing five-story, vacant, manufacturing building containing a
total of 119,081 SF. Parkland’s affiliate, Shaw Walker Opportunity Zone Business 2, LLC, owns
the building. Parkland and Shaw Walker Opportunity Zone Business 2, LLC, will be
rehabilitating the building into residential condominiums. The building floors are generally
open with massive concrete pillars throughout for floor support. The concrete and steel
building structure is sound, but all of the non-structural flooring, the decaying brick façade,
windows and roofing will need to be replaced as part of the overall Project.
Rehabilitation of Building #6 will include conversion of the vacant building floors into
approximately 87,473 SF of new residential condominiums available for sale, including a mix
of 1- and 2-bedroom units, for a total of 69 units.
Enclosed building areas of Building #6 includes 87,473 SF, as detailed in the table below:
Enclosed Areas Square Footage
1-bedroom units (5) 4,325
2-bedroom units (64) 83,148
TOTAL ENCLOSED AREAS 87,473
The units will provide net rentable space of 87,473 SF within the building containing a total
of 119,081 SF, including common area and support space as noted in the table below:
Description Square Footage Floor(s)
1-Bedroom Units 4,325 1-5
2-Bedroom Units 83,148 1-5
Total Building Residential SF 87,473
Circulation 23,787 1-5
Mechanical & Electrical 1,615 1-4
Lobby 863 1
Amenity spaces, hospitality 907 1
Building Maintenance Services 4,119 1-5
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Administration, Security 317 1
Total Non-Rentable SF 31,608
BUILDING TOTAL 119,081
Building #6 will be served by a parking structure to be constructed in the existing, adjacent
Building #7, that is being converted to parking with approximately 120 spaces.
The total square footage of all components in Building #6 is 119,081 SF.
The entire rehabilitation Project will include several infrastructure improvements, including:
1. Connection to the existing City of Muskegon water system.
2. Connection to the existing City of Muskegon sewer system.
3. Connection to the existing City of Muskegon storm water system.
4. Replacement of damaged sidewalks with new sidewalks and installation of road cuts
at multiple new access points to the Property.
BUILDING #7
Building #7 consists of an existing, high bay, single-story, steel building (1977 vintage)
containing a total of 85,000 SF. Parkland’s affiliate, Shaw Walker Opportunity Zone Business
1, LLC, owns the building. Parkland and Shaw Walker Opportunity Zone Business 1, LLC, will
be rehabilitating the building into indoor parking to serve the Project.
Building #7 is currently being used for storage until commencement of construction.
Approximately 54,491 SF of Building #7 is under a structurally sound, metal roof structure,
that will remain to support the Project. The remaining 30,509 SF will be removed to create
an open-air courtyard and provide required emergency ingress and egress for the Project.
The parking area will provide 120 parking spaces within the building containing a total of
54,491 SF, including common area and support space as noted in the table below:
Description Square Footage Floor(s)
Parking 54,000 1
Mechanical & Electrical 491 1
BUILDING TOTAL 54,491
The total square footage of all components in Building #7 is 54,491 SF.
In addition to the above improvements to Building #7, the Developer intends to construct
thirty-seven (37) 2- and 3-bedroom market rate for-sale townhomes on the adjacent land
that will front W. Western Avenue and Franklin Street. Square footage of the townhomes is
outlined below:
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Description Square Footage Floor(s)
Townhomes 47,892 1-3
Townhome Garages 14,800 1
BUILDING TOTAL 62,692
The entire rehabilitation Project will include several infrastructure improvements, including:
1. Connection to the existing City of Muskegon water system.
2. Connection to the existing City of Muskegon sewer system.
3. Connection to the existing City of Muskegon storm water system.
4. Replacement of damaged sidewalks with new sidewalks and installation of road cuts
at multiple new access points to the Property.
Renderings of the Buildings are included in Figure 7 and site plans are included in Figure 8.
OVERALL PROJECT BUILDING SF SUMMARY
Description Square Footage Floor(s)
Residential
Building #1 31,736 2-5
Building #1 (Non-Developer Owned Units) 55,346 2-5
Building #2 0 N/A
Building #3 212,905 1-5
Building #4 17,604 2-4
Building #5 59,749 1-5
Building #6 87,473 1-5
Building #7 0 N/A
Townhomes – includes garages 62,692 1-3
Total Project Site Buildings Residential SF 527,505
Total Developer Buildings Residential SF 472,159
Commercial
Building #1 0 N/A
Building #2 10,500 1
Building #3 0 N/A
Building #4 10,049 1
Building #5 0 N/A
Building #6 0 N/A
Building #7 54,000 1
Townhomes 0 N/A
Total Buildings Commercial SF 74,549
Non-Rentable
Building #1 29,154 1-5
Building #2 3,470 1
Building #3 57,880 1-5
Building #4 30,139 1-4
Building #5 12,038 1-5
Building #6 31,608 1-5
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Building #7 491 1
Townhomes 0 1-3
Total Non-Rentable SF 164,780
DEVELOPER BUILDINGS TOTAL 711,488
TOTAL PROJECT SITE BUILDINGS TOTAL 766,834
PROJECTED JOB CREATION
The Project is expected to create 200 new FTE jobs broken down between the Project
components as follows:
Project Component* New FTE Avg. Salary Avg. Hourly
Jobs Wage
Building 1
Retail 20 $40,000 $19.23
Building 2
Retail 20 $40,000 $19.23
Office 15 $60,000 $28.85
Building 3
Office 30 $60,000 $28.85
Building 4
Retail 110 $40,000 $19.23
Building 5
Office 5 $55,000 $26.44
TOTAL 200 $51,667 $24.84
Additionally, construction of the Project is expected to support 600 temporary construction
jobs between construction management, construction labor, transportation, production,
and manufacturing of goods for the Project.
PROJECT INVESTMENT AND TIMELINE
The total Project cost is expected to exceed $221.3 million including the cost of acquisition.
The Project cost is broken down between Project components as follows:
Project Component Est. Cost
Building #1 $1,297,690
Building #2 $1,140,945
Building #3 & #4 $108,374,135
Building #5 $24,408,801
Building #6 $45,082,812
Building #7 $6,216,813
Site and Amenities (Parking included) $11,336,749
Townhomes $18,352,855
Property Acquisition $5,125,000
TOTAL $221,335,800
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Private investment in the Project is comprised of Developer equity, building contribution,
and debt financing that is expected to comprise approximately 83% of total Project
investment. Public contributions to the Project, including TIR capture under this Plan, and
grant and loan funding from the State of Michigan, are expected to comprise approximately
17% of total Project investment.
Pending Michigan Strategic Fund (MSF) approval of the Act 381 Workplan for the
Transformational Brownfield Plan (TBP) incentive, the anticipated construction timeline for
the Project is as follows:
Project Component Construction Starts All Eligible Activities
Completed
Building #1 October 2026 October 2027
Building #2 October 2026 January 2027
Building #3 March 2025 June 2026
Building #4 March 2025 June 2026
Building #5 July 2025 December 2026
Building #6 July 2025 December 2026
Building #7 August 2025 March 2026
Division Street Parking Lot July 2025 November 2025
Selective demolition and abatement work commenced on August 26, 2024 to prepare the
Property for construction.
1.2 Eligible Property Information
1.2.1 The Property is on the south side of Muskegon Lake and immediately west of
Shoreline Drive at the primary southern entry to the City. The Property is bounded
to the north by W. Western Avenue, to the east by Division Street, to the southwest
by the corner of Hudson Street and Washington Avenue, and to the west by
Franklin Street. The Property location and surrounding area are shown on Figure 1
and Figure 2 includes parcel IDs and legal descriptions. The Property includes four
parcels of land, the details of which are summarized below, including the basis for
qualifying the Property under Act 381:
Address Parcel ID Parcel Size Basis of Eligibility
(approx.)
965 W Western Ave 24-205-468-0001-10 4.98 acres Facility
920 Washington Ave 24-205-467-0001-00 5.00 acres Facility
930 Washington Ave Numerous – See 1.92 acres Facility
Figure 2
1330 Division St 24-205-466-0001-00 3.23 acres Facility
TOTAL 15.13 acres
Buildings #6 will be subject to a condominium plan for the residential units.
A map of the existing parcels is provided in Figure 1.
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1.2.2 Current Ownership
Address Current Owner Contact Information
965 W Western Avenue Shaw Walker
Opportunity
Zone Business 1,
LLC
920 Washington Avenue Shaw Walker
Opportunity Jon Rooks
Zone Business 2, 75 W. Walton Avenue, Suite A
LLC Muskegon, Michigan 49440
930 Washington Avenue Shaw Walker
Opportunity
Zone Business 3,
LLC
1330 Division Street Shaw Walker
Opportunity
Zone Business 4,
LLC
1.2.3 Proposed Future Ownership
The Property will remain under the same ownership following the completion of
the Project with the exception of the for-sale existing residential condominium
units that will be remodeled in Building #1, the for-sale new condominium units
that will be developed in Building #6, and the for-sale new townhomes that will be
built adjacent to Building #7 (collectively the “Sale Units”). These Sale Units will be
marketed to prospective purchasers and title to the Sale Units will be transferred
at closing on the Sale Units.
Except for the Sale Units whose contact information will change at the time of
closing, the contact information at the Project will remain as outlined above.
1.2.4 Delinquent Taxes, Interest, and Penalties
There are no delinquent taxes, penalties, or interest related to the Property.
1.2.5 Existing and Proposed Future Zoning
The Property is zoned Industrial Improved but is subject to a Planned Unit
Development that was approved for the Property in August of 2024 and allows for
the outlined uses of the Property in this Plan. Zoning will remain the same
following completion of the Project.
1.3 Project Justification
The Shaw Walker Mixed Use Redevelopment Project is being pursued by the Developer in
accordance with and pursuant to the master development plan of the City including the
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2008 Muskegon Downtown and Lakeshore Redevelopment Plan and the 2018 Imagine
Muskegon Lake Plan that envisioned the rehabilitation of the former Shaw Walker
manufacturing site to support housing in the City.
At its peak, the Shaw Walker Furniture Company employed over 1,000 people and was the
largest maker of furniture and filing equipment in the world. The factory created pride for
the Muskegon lakeshore and everyone in the community knew someone – whether it was a
family member or a friend – that worked at the factory.
Today, the former Shaw Walker Furniture Company represents the largest blight in West
Michigan and one of the largest blights in the State of Michigan. Since the factory’s closing
in 1989, the Property has experienced decades of significant deferred maintenance and lack
of upkeep that resulted in safety notices being issued against the former owner. Examples
of the blighted and unsafe conditions resulting from the neglect include, but are not limited
to, hundreds of thousands of square feet of warping floors, thousands of broken windows,
deteriorating and open roofs, spalling and falling brick, falling parapet walls, cracking
concrete, and other similar conditions.
Over the last two decades, the City has been actively working to reinvent itself into a vibrant
lakeshore community. This Property is prominently located on the south side of the City and
visible to all visitors of Muskegon Lake. The Property is immediately west of Shoreline Drive,
at the primary southern entry to the City, and visible to everyone passing through the City
on this main corridor. The Property is also visible from the main Western Avenue corridor in
downtown Muskegon.
The Property has been designated by the City as a targeted area for transformational
growth. This Project is the main priority for the City and important to the City’s continued
growth. The Project will address blight by converting 630,000 square feet of former vacant,
blighted, industrial space into a lively mixed-use community in the heart of the City; and the
Project will result in much needed housing units at a time when there is a significant need
for these housing units.
The Project will result in the rehabilitation of 33 existing residential “for sale” condominium
units, the creation of 106 new for sale units (37 new standalone townhomes and 69 new
condominiums), and the creation of 432 new for rent apartments that are expected to house
approximately 896 new residents. The Project will also result in the creation of over 24,583
square feet of complimenting retail space that will support another 200 perpetual long-term
jobs. These jobs will range from property management, leasing and maintenance to
hospitality (restaurant), professional services (day care and dog care), health and wellness
(hair salon, massage and fitness studio), and retail (market, coffee shop, bookstore and
more). Moreover, the Project will return the Property to a sense of a pride once again for
the Muskegon lakeshore community.
The Project is challenging due to the decades of neglect; the existing environmental
conditions from the prior manufacturing operations; the high construction costs associated
with the rehabilitation, financing and carry costs; and the area rents. Therefore, the Project
cannot be financed without the requested incentive assistance.
The Developer is evaluating the costs of construction, materials, labor, inflationary impacts,
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and noted supply chain challenges with its construction professionals. Material pricing and
labor costs have increased significantly in recent years and interest rates have more than
doubled, which have contributed to the Project’s financing gap.
Inflation and Federal Reserve monetary policy have resulted in significantly higher interest
rates for construction and permanent debt financing. The impacts of this shift have
materially increased the Developer’s cost of debt and contribute to the overall financing gap.
Lenders frequently quote loan terms as a spread over the 10 Year U.S. Treasury Rate, which
has more than doubled since January 2022, rising from 1.66% to 3.70% as of September 9,
2024 (as reflected in the below graph).
The sharp increase in interest rates have a material impact on the requirements for
capitalized interest carry during construction and increase the Developer’s operating costs
during the Project’s life cycle. Furthermore, lender spreads have widened and contribute
even further to the rising cost of debt. Due to the size and scale of the Project, the Developer
anticipates that lenders are going to require greater interest reserves and carrying costs
during construction than the lenders would require in a lower interest rate environment.
*Source: ycharts.com
While the cost to develop the Project has increased significantly due to increases in
materials, labor and interest rates, the consumer market limits the amount of rent and sales
price the Developer can charge for the available units. Approval of this Plan is necessary to
offset the impact of these figures.
For commercial tenants, similar challenges exist with respect to managing rising costs while
delivering complementary products and services to customers at reasonable rates. Without
approval of this Plan, the Developer will not be able to offer units to commercial tenants at
rental rates that will provide a sustainable cost of occupancy to those tenants.
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The only way for the Project to be financially feasible is through the approval of this Plan.
Per the City’s 2023 Housing Needs Assessment, overall household growth has been positive
since 2010 and it is projected to remain positive through at least 2027.1 The City has an
overall housing gap of 2,924 ‘for rent’ and ‘for-sale’ units, consisting of a shortage of 1,611
in rental units and 1,313 for-sale units. While gaps exist across all levels of affordability, the
rental gap is heavily weighted towards units with rents of $1,430 or less, and for-sale units
of $190,668 or higher.2 The demand is further outlined below:
*Source: Bowen National Research, 2023 Housing Needs Assessment, City of Muskegon, MI.
*Source: Bowen National Research, 2023 Housing Needs Assessment, City of Muskegon, MI.
1
Housing Needs Assessment, City of Muskegon, page 10.
2
Housing Needs Assessment, City of Muskegon, page 23.
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*Source: Bowen National Research, 2023 Housing Needs Assessment, City of Muskegon, MI.
Similarly, the City’s needs are supported by the County’s 2023 Housing Needs Assessment,
overall household growth has been positive since 2010 and it is projected to remain positive
through at least 2027.3 The County has an overall housing gap of 9,184 ‘for rent’ and ‘for-
sale’ units, consisting of a shortage of 3,043 in rental units and 6,141 for-sale units. While
gaps exist across all levels of affordability, the rental gap is heavily weighted towards units
with rents of $1,513 or less, and for-sale units of $201,868 or higher.4 The demand is further
outlined below:
*Source: Bowen National Research, 2023 Housing Needs Assessment, City of Muskegon, MI.
3
Housing Needs Assessment, City of Muskegon, page 10.
4
Housing Needs Assessment, City of Muskegon, page 23.
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This Project meets the critical need by providing 538 new residential rental and for-sale units
to the City.
1.4 Historical Use and Previous Ownership of Each Eligible Property
1.4.1 Historical Use
Details on the known historical uses of the Property are described below, based
upon a review of Sanborn Fire Insurance Maps by the Developer’s consultant:
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965 W. Western Ave
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920 Washington Ave
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930 Washington Avenue
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1330 Division Avenue
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1.4.2 Previous Ownership
According to property tax records, prior ownership of the Property is as follows:
965 W. Western Avenue (Parcel No. 24-205-468-0001-10)
920 Washington Avenue (Parcel No. 24-205-467-0001-00)
930 Washington Avenue (Parcel No. - Numerous – See Figure 2)
1330 Division Avenue (Parcel No. 24-205-466-0001-00)
The Property was occupied by a lumber planing mill and residential dwellings based
on the 1883 Sanborn Map. Subsequently the Property was occupied by a curtain
roll manufacturer and Muskegon Traction and Light, which was an electric rail line
that supplied electricity for streetlights. Between approximately 1911 and 1990, the
Property was occupied by Shaw Walker, an office furniture manufacturer.
The Property was subsequently acquired by Knoll North America, Inc. and deeded
to Lakeview Industrial Center Inc., which sold the property to Mellowood
Development Co. in 1998 via warranty deed. The property was then sold to P&G
Holdings LLC in November 2001. P&G lost the property to foreclosure, which
resulted in the Property being transferred to IGCFCO III, LLC in December 2021.
IGCFCO III, LLC sold the Property to the Developer in December 2022.
1.5 Current Use of Each Eligible Property
Building #1
Building #1 consists of an existing, five-story, mixed-use building that was completed by the
previous developer in the early 2000’s. The building contains a total of 84,500 SF, including
a first-floor retail (coffee shop) space totaling 2,318 SF; a first-floor vacant former office
space - that will be converted to retail space - totaling 2,160 SF; and 53 residential
condominium units totaling 55,346 SF.
Building #2
Building #2 consists of an existing, single-story, commercial building that was operated as
the Watermark 920 Event and Conference Center until its closure during the COVID-19
pandemic. Building #2 is currently vacant and contains a total of 13,970 SF.
Building #3
The existing 270,785 SF five-story former manufacturing building is vacant.
Building #4
The existing 57,792 SF four-story former manufacturing building is vacant.
Building #5
The existing 71,787 SF five-story former manufacturing building is vacant.
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Building #6
The existing 119,081 SF five-story former manufacturing building is vacant.
Building #7
Building #7 consists of an existing, high bay, single-story, steel building (1977 vintage)
containing a total of 85,000 SF. It is currently being used for storage until commencement
of construction. The balance of the site is vacant land that was used for parking.
1.6 Site Conditions and Known Environmental Contamination Summary
Several environmental investigations have been completed at the Property. A Phase I
Environmental Site Assessment (ESA) was performed on the Property by Environmental
Resources Group on December 27, 2022 on behalf of the Developer.
The parcels listed below meet the definition of a “facility” pursuant to Part 201 of
Michigan’s Natural Resources and Environmental Protections Act because metals, volatile
organic compounds (VOCs), and/or semi-volatile organic compounds (SVOCs) were
detected in the soil and/or groundwater at concentrations above EGLE’s Nonresidential
Drinking Water Protection Criteria (NRDWC), Groundwater Surface Water Interface
Protection Criteria (GSIC), and/or Direct Contact Criteria (DCC).
965 W. Western Avenue (Parcel No. 24-205-468-0001-10)
920 Washington Avenue (Parcel No. 24-205-467-0001-00)
930 Washington Avenue (Parcel No. Numerous – See Figure 2)
1330 Division Avenue (Parcel No. 24-205-466-0001-00)
Location of sampling on the Property and details of the exceedances are shown on Figures
4 and 5.
1.7 Functionally Obsolete, Blighted and/or Historic Conditions
The Property has long been viewed as the largest sign of blight in the City of Muskegon and
the former owner received several violation notices for broken windows and unsafe
conditions that had the potential for negatively impacting passing pedestrians. While not
designated historic, the age of the Property and historical use have a long-storied history
to the City of Muskegon. However, the Property is not qualifying as functionally obsolete,
blighted, or historic for purposes of this TBP.
1.8 Transit-Oriented Development or Transit-Oriented Property Qualification
Not applicable.
1.9 Information Required by Section 15(12) of the Statute and not addressed elsewhere in
this document
1.9.1 Describe how each individual eligible activity included in the Combined Plan is
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sufficient to complete the eligible activity.
The department specific activities included in this Plan include those costs
necessary to continue to determine the existence, nature, and extent of
contamination on the Property.
The scope of construction activities included in this Plan are based on a thorough
assessment of the structure, mechanical systems, roofing, flooring systems, and
supporting infrastructure that must be built to redevelop the Property pursuant to
the building plans and all relevant building codes and zoning ordinances and
approvals.
1.9.2 Describe how each individual eligible activity included in the Combined Plan is
required to complete the eligible activity.
The Property requires department specific activities and construction activities to
be completed in order to properly redevelop the site for the proposed use. The
Property cannot be developed without these activities.
1.9.3 Is the eligible property in a high unemployment area?
According to the Michigan Department of Technology, Management & Budget, for
November 2024, the unadjusted unemployment rate was 8.8% for the City of
Muskegon. This compares to 4.8% for the State of Michigan and 4.0% nationally for
the same period.
1.9.4 What is the level and extent of contamination alleviated by or in connection with
the eligible activities?
Soil and groundwater contamination in concentrations exceeding EGLE’s NRDWC,
GSIC, and DCC associated with historical use are present throughout the Property.
Site investigations conducted by the Developer are included in the scope of Eligible
Activities under this Plan.
Additional response activities and due care activities will be undertaken to
remediate this contamination and alleviate potential future exposure to
contamination, but the costs of such activities are not included in this Plan.
1.9.5 If the developer or projected occupant of the new development is moving from
another location in this state, will the move create a Brownfield?
The Project is being developed to provide new housing and commercial retail space
by repurposing a mainly vacant former manufacturing facility in the City of
Muskegon. It is not anticipated to create a new brownfield site.
1.9.6 What other state and/or local incentives (including amounts) are anticipated to
directly or indirectly benefit this project? If tax abatements are applicable, please
include the approval date or anticipated approval date for each abatement in
addition to the approximate value.
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The Developer was approved for or in the process of applying for the following:
- The Developer was approved by the City for the Neighborhood Enterprise
Zone (PA 147 of 1992) abatements for the various residential rental aspects of
the Project for the maximum 15-year period, which is anticipated to provide a
$27,406,997 savings value to the Developer. Approval for the abatements
were completed by the City of Muskegon in fall 2024 with approval by
Treasury expected in February 2025.
- The Developer was approved by the City for the Obsolete Property
Rehabilitation Act (PA 146 of 2000) abatements for the various commercial
space aspects of the Project for the maximum 12-year period, which is
anticipated to provide a $1,298,166 savings value to the Developer. The
abatements were approved by the City of Muskegon in summer 2024 and
Treasury in December 2024.
- The Developer received a 2024 Enhancement Grant of $18,000,000 from the
State of Michigan that was approved in 2023.
- The Developer received a 2024 EGLE grant of $1,000,000 that was approved
from the State of Michigan in 2024.
- The Developer received a 2024 EGLE loan of $1,000,000 that was approved in
2023.
- The Developer received a 2024 State Land Bank Blight Elimination Grant of
$2,570,000 that was approved in 2024.
- The Developer is seeking an additional State Land Bank Blight Elimination
Grant of $2,400,000 that is expected to be approved in spring 2025.
- The Developer is seeking approval of an additional Enhancement Grant from
the State of Michigan of $5,000,000 that would be approved in spring 2025.
2.0 Information Required by Section 13c of the Statute
2.1 Basis for Designating the Plan as a TBP Under Section 2(vv)
Muskegon Population Investment Requirement Project Investment
38,318 $25 million $221.3 million
The population of the City was reported to be 38,318 as of April 1, 2020 by the U.S. Census
Bureau. The minimum capital investment for a TBP with a population of at least 25,000 and
not more than 49,999 is $25 million. The Project is expected to result in over $221.3 million
in capital investment, which far exceeds the minimum investment requirement.
The transformational impacts of the Project are described in detail in this Plan (see Section
4, especially). This Project will have a transformational impact on local economic
development, blight elimination, and community revitalization based on the extent of
brownfield redevelopment and support for growth in population, commercial activity, and
employment that is anticipated to result from the plan; and that determination is supported
by resolutions and approvals adopted by the MSF, the City, and the Muskegon Brownfield
Authority (MBRA).
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2.2 Summary Description of the Costs of the TBP Intended to be Paid for with Construction
Period Tax Capture Revenues, Withholding Tax Capture Revenues, Income Tax Capture
Revenues, and Sales and Use Tax Capture Revenues
The Project includes environmental assessment and BEA department specific activities,
demolition and abatement, new construction, and rehabilitation activities. These Eligible
Activities will be reimbursed with construction period tax capture revenues, withholding tax
capture revenues, income tax capture revenues, and sales and use tax capture revenues
without distinction.
EGLE Eligible Activities Eligible Cost Estimate
Department Specific Activities $225,000
TOTAL EGLE ELIGIBLE ACTIVITIES $225,000
MSF Eligible Activities Eligible Cost Estimate
Demolition and Abatement $4,758,100
Rehabilitation $143,595,767
Townhouse New Construction $11,100,000
Site and Amenities New Construction $8,823,413
TOTAL MSF ELIGIBLE ACTIVITIES $168,277,280
TOTAL ELIGIBLE ACTIVITIES $168,502,280
Total Reimbursable Eligible Costs* $159,598,389
*Total Reimbursable Eligible Costs are less than Total Project Eligible Activity Costs due to limitations on TIR
capture. This amount equals the estimated total amount of capture (see Sec. 2.3 below).
The Developer requests reimbursement for Eligible Activities completed pursuant to this
Plan as identified in the chart above. Reimbursement for Eligible Activities is anticipated to
be captured from Tax Increment Revenue (TIR) generated by the Project and captured by
the MBRA and transmitted by the MSF or the State Treasurer pursuant to Act 381 or other
applicable Michigan Law.
The MBRA, the MSF, Treasury, and the Developer anticipate entering into a Development
and Reimbursement Agreement following the approval of this Plan (the “Reimbursement
Agreement”). The Reimbursement Agreement will establish the terms of reimbursement for
Eligible Activities in accordance with Act 381 and this Plan.
In addition to the available TIR, Developer desires to avail itself of the sales and use tax
exemptions available for redevelopment of Eligible Properties included in this Plan, as
identified in 1933 PA 167, as amended, MCL 205.54d and 1937 PA 94, as amended, MCL
205.91-205.111.
In no event shall the duration of this Plan exceed 35 years following the date of the governing
body’s resolution approving this Plan; nor shall the duration of the property tax capture
exceed the lesser of the period authorized under subsection (5) of Section 13 of Act 381 or
30 years; nor shall the duration of capture of withholding tax capture revenues and income
tax capture revenues exceed the lesser of the period authorized under subsection (8) of
Section 13c of Act 381 or 20 years from the beginning date of withholding tax capture
revenues and income tax captures revenues for eligible property. Subject to the preceding
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sentence, capture and plan length is also contingent on MSF approval. In no event shall the
beginning date of the capture of tax increment revenues be later than five (5) years after
the date of the governing body’s resolution approving this Plan or such other date
authorized by Act 381.
2.3 An Estimate of the Amount of Construction Period Tax Capture Revenues, Withholding
Tax Capture Revenues, Income Tax Capture Revenues, and Sales and Use Tax Capture
Revenues Expected to be Generated Annually
The estimated revenues for each individual tax capture are depicted in Table 11. All the
captured revenue will be used to reimburse the Developer for eligible costs, as defined by
Act 381. The Developer is electing the use of the safe harbor method to calculate the
withholding tax capture revenue and income tax revenue as described in MCL 125.2652(y)
and (zz). Safe harbor projections and calculations are included in Table 2. The Developer is
seeking capture of 100% of Income Tax Capture revenues pursuant to MCL 125.2664a(7)(b)
as it will enter into one or more affordable housing agreements with the City.
The table below summarizes the total recapture of Construction Period Taxes, Withholding
Tax Capture, and Income Tax Capture.
The residential income figures included in the table above are based on the assumption of
the following average household income and 1.57 average wage earners per household:
- New Condos - $163,114
- Existing Condos – Rehab - $110,282
- Townhomes - $137,762
- Market Rate Apartments - $100,100
- Affordable Apartments - $55,680
(Source: US Census Bureau 2022 Inflation Adjusted Table S1901 and MSHDA AMI Schedule)
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Shaw Walker TBP
Muskegon, Michigan
Total Project Capture Summary
Year Constr. Sales/Use Residential Commercial Incr. Property Tax Incr. Property Tax
Income Tax Withholding
Tax Exemption Constr. PIT Capture Capture - SCHOOL Capture - LOCAL Sales Tax Capture Total TBP Benefit
Capture Capture
2024 $0 $0 $0 $0 $0 $0 $0 $0
2025 $0 $0 $0 $0 $0 $0 $0 $0
2026 $1,637,135 $1,270,691 $0 $0 $0 $0 $0 $2,907,826
2027 $1,637,135 $1,270,691 $0 $0 $0 $0 $0 $2,907,826
2028 $1,637,135 $1,270,691 $1,870,361 $286,078 $0 $0 $225,000 $5,289,265
2029 $0 $0 $2,193,934 $355,309 $0 $0 $278,100 $2,827,343
2030 $0 $0 $2,537,865 $388,175 $33,691 $82,256 $302,357 $3,344,344
2031 $0 $0 $2,626,690 $401,761 $34,426 $83,914 $311,427 $3,458,219
2032 $0 $0 $2,718,625 $415,823 $61,285 $85,307 $320,770 $3,601,809
2033 $0 $0 $2,813,776 $430,377 $62,630 $87,025 $330,393 $3,724,201
2034 $0 $0 $2,912,259 $445,440 $64,003 $88,777 $340,305 $3,850,783
2035 $0 $0 $3,014,188 $461,030 $65,403 $90,565 $350,514 $3,981,699
2036 $0 $0 $3,119,684 $477,166 $66,830 $92,388 $361,029 $4,117,099
2037 $0 $0 $3,228,873 $493,867 $68,287 $94,248 $371,860 $4,257,135
2038 $0 $0 $3,341,884 $511,153 $69,772 $176,941 $383,016 $4,482,766
2039 $0 $0 $3,458,850 $529,043 $1,054,332 $1,414,967 $394,507 $6,851,698
2040 $0 $0 $3,579,909 $547,559 $1,106,318 $1,783,639 $406,342 $7,423,768
2041 $0 $0 $3,705,206 $566,724 $1,270,790 $2,136,899 $418,532 $8,098,151
2042 $0 $0 $3,834,888 $586,559 $1,298,332 $2,329,763 $431,088 $8,480,631
2043 $0 $0 $3,969,109 $607,089 $1,326,031 $2,415,527 $444,021 $8,761,778
2044 $0 $0 $4,108,028 $628,337 $1,353,874 $2,482,235 $457,341 $9,029,815
2045 $0 $0 $4,251,809 $650,329 $1,381,855 $2,533,124 $471,062 $9,288,179
2046 $0 $0 $4,400,623 $673,090 $1,410,396 $2,585,032 $485,193 $9,554,334
2047 $0 $0 $290,384 $44,415 $1,439,508 $2,637,977 $31,862 $4,444,146
2048 $0 $0 $0 $0 $1,469,202 $2,691,981 $0 $4,161,183
2049 $0 $0 $0 $0 $1,499,489 $2,747,066 $0 $4,246,555
2050 $0 $0 $0 $0 $1,530,383 $2,803,252 $0 $4,333,635
2051 $0 $0 $0 $0 $1,561,895 $2,860,562 $0 $4,422,456
2052 $0 $0 $0 $0 $1,594,036 $2,919,018 $0 $4,513,054
2053 $0 $0 $0 $0 $1,626,821 $2,978,643 $0 $4,605,464
2054 $0 $0 $0 $0 $1,660,261 $3,039,461 $0 $4,699,722
2055 $0 $0 $0 $0 $2,023,088 $3,101,495 $0 $5,124,583
2056 $0 $0 $0 $0 $1,108,909 $1,700,012 $0 $2,808,921
TOTAL (30
$4,911,404 $3,812,074 $61,976,945 $9,499,324 $26,241,847 $46,042,075 $7,114,720 $159,598,389
Yrs)
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2.4 Beginning Date and Duration of Capture of Construction Period Tax Capture Revenues,
Withholding Tax Capture Revenues, Income Tax Capture Revenues, and Sales and Use Tax
Capture Revenues
The beginning date and duration of each revenue stream are depicted in Tables 1-6 and are
shown in the table above. The capture and use of construction period tax capture revenue
will coincide with the start of construction activities on each building in the Project, which is
anticipated to commence in March 2025 based upon the current project schedule. Income
tax capture is anticipated to commence upon project stabilization in 2028. The beginning
date and duration of the use of tax increment revenue, withholding tax capture revenue,
and income tax capture revenue for the Project is planned to remain in accordance with the
tables provided as Tables 1-6. The beginning date of capture for construction period capture
will be tax year 2024, unless changed by the MBRA. The beginning date of withholding tax
capture, income tax capture, and sales and use tax capture revenues will be tax year 2028,
unless changed by the MBRA. The Plan length will be the shorter of the number of years
required for reimbursement of eligible activity costs or 30 years from the date of the
approval of the Plan by the MSF. In no circumstances may non-property tax increment
revenues extend beyond 20 years from the beginning date of capture for each Property. It
is important to note that the various recapture streams will inherently commence in
staggered intervals depending upon the source of recapture. The timing of these recapture
streams is reflected in the table in the preceding section.
Pursuant to MSF guidelines for TBP, the Developer shall begin construction under the Plan
within one year of MSF approval of the Plan. Construction under this Plan is expected to
begin within one year of MSF Plan approval. The actual timeline to complete the eligible
activities described in this Plan shall be governed by the terms of the Reimbursement
Agreement.
3.0 Information Required by Section 14a of the Statute
3.1 How will the TBP have a Transformational Impact on Economic Development and
Community Revitalization?
The Shaw Walker Mixed Use Redevelopment Project is being pursued by the Developer in
accordance with and pursuant to the master development plan of the City including the
2008 Muskegon Downtown and Lakeshore Redevelopment Plan and the 2018 Imagine
Muskegon Lake Plan that envisioned the rehabilitation of the former Shaw Walker
manufacturing site to support housing in the City.
The former Shaw Walker Furniture Factory complex represents the largest blight in West
Michigan and one of the largest blights in the State of Michigan. Since the factory’s closing
in 1989, the Property has experienced decades of significant deferred maintenance and lack
of upkeep that resulted in safety notices being issued against the former owner. Examples
of the blighted and unsafe conditions resulting from the neglect include, but are not limited
to, hundreds of thousands of square feet of warped floors, thousands of broken windows,
deteriorating and open roofs, spalling and falling brick, falling parapet walls, cracking
concrete, and other similar conditions.
Over the last two decades, the City has been actively working to reinvent itself into a vibrant
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lakeshore community. This Property is prominently located on the south side of the City and
visible to all visitors of Muskegon Lake. The Property is immediately west of Shoreline Drive,
at the primary southern entry to the City, and visible to everyone passing through the City
on this main corridor. The Property is also visible from the main Western Avenue corridor in
downtown Muskegon.
The Property has been designated by the City as a targeted area for transformational
growth. This Project is the main priority for the City and important to the City’s continued
growth. The Project will address blight by converting 630,000 square feet of former vacant,
blighted, industrial space into a lively mixed-use community in the heart of the City; and the
Project will result in much needed housing units at a time when there is a significant need
for these housing units.
The Project will result in the rehabilitation of 33 existing residential “for sale” condominium
units, the creation of 106 new for sale units (37 new standalone townhomes and 69 new
condominiums), and the creation of 432 new for rent apartments that will house an
estimated 896 new residents. The Project will provide needed rental and for-sale housing to
the City. See Section 1.3 above for more information from the City’s Housing Study
regarding housing demand.
The Project will also result in the creation of over 24,583 square feet of complimenting retail
space that will support another 200 perpetual long-term jobs. These jobs will range from
property management, leasing and maintenance to hospitality (restaurant), professional
services (day care and dog care), health and wellness (hair salon, massage and fitness
studio), and retail (market, coffee shop, bookstore and more). Moreover, the Project will
return the Property to a sense of a pride once again for the Muskegon lakeshore community.
The Developer experienced firsthand the impact of this Property on Muskegon’s
transformation when it was developing the nearby Terrace Point Landing housing
community. Out of town, potential buyers declined to move forward citing the condition of
this building in the heart of the downtown leading to the belief that Muskegon was
underdeveloped. The City believes this project is vital to the continued growth of Muskegon.
While many of the perceived benefits of the Project are intangible, including rehabilitation
of an existing blighted eyesore, the construction of the Project will also provide significant
benefits to the local economy. Direct economic benefits of the Project will include capital
investment, job creation, and increased tax revenues for the City, Muskegon County, and
the State of Michigan, and indirect economic benefits such as ancillary community spending
and the continued growth and expansion of the community. An Economic Impact Study
completed by Grand Valley State University estimated the Project would generate tens of
millions of dollars of annual economic output and $1.5 billion in economic activity over the
next 50 years.5
3.2 Whether the TBP Meets the Requirements of Sections 13, 13B, and 13C
The Plan addresses the requirements of a Brownfield Plan (Sections 13, 13B and 13C of Act
381). The Plan identifies the Eligible Properties and the basis of eligibility, TIR, and the effect
5
Economic Impact Study commissioned by Parkland and completed by Grand Valley State University in July 2024.
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on the local taxing jurisdictions, provides proposed beginning and end dates for TIR capture,
and otherwise complies with Act 381.
3.3 How were the Eligible Activity Costs determined to be Reasonable and Necessary?
The Project was designed by Ghafari Architecture with consultation from Barr Engineering
(environmental), JDH Engineering (structural), Holland Engineering (civil), and E3M Solutions
(mechanical, electrical and plumbing engineering). These firms specialize in large
construction projects and have worked on many of the largest and most complicated
projects in West Michigan. The Developer and architect also had input from AMHigley
(general contractor and construction manager) and The Concord Group (construction
owner’s representative) on the proposed design and constructability.
The Project design has undergone multiple iterations since the initial conceptual drawings
prepared by the Developer. These iterations address the conditions of the building, issues
with constructability, and adoption of changes that resulted in cost savings through
redesigns and value engineering of the Project.
The costs for the eligible activities are based on reasonable cost estimates obtained through
experience and on pre-construction estimates in consultation with the above professionals.
The costs are necessary because construction cannot be completed without them.
Project financial underwriting and assumptions were provided to MSF and the MBRA.
3.4 How were Captured Taxable Value, Construction Period Tax Capture Revenue,
Withholding Tax Capture Revenue, and Income Tax Capture Revenue Amounts
determined to be Reasonable?
The captured taxable value, construction period tax capture revenue, withholding tax
capture revenue, and income tax capture revenue amounts were determined by using
comparisons from similar developments for taxable value; contractor estimates for
construction period tax capture; and projected salaries for employees’ and residents’
income for withholding and income tax revenues consistent with the proposed scope of the
development and its intended uses.
Prior to approval, Section 14a(3)(d) of Act 381 requires the governing body to consider
"[w]hether the amount of captured taxable value, construction period TIR, withholding TIR,
and income TIR estimated to result from adoption of the TBP are reasonable." The governing
body’s approving resolution identifies the criterion it has considered and constitutes
evidence of its evaluation and approval of the reasonableness of the captured taxable value,
construction period TIR, withholding TIR and income TIR estimated under this Plan.
3.5 Whether Subject to Subsection (22)(D), the TBP Includes Provisions for Affordable Housing
The Developer and the City are entering into an Affordable Housing Agreement that will
provide for delivery of an annual average of twenty (20) units for income qualified
households earning 100% area median income or less for a period of twenty (20) years.
Accordingly, the Developer is seeking capture of 100% of Income Tax Capture revenues
pursuant to MCL 125.2664a(7)(b).
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4.0 Information Required by Section 14a(3)(e) of the Statute
For the governing body to determine if this Plan constitutes a public purpose, Section 14a(3)(e)
requires it to consider whether the Plan "takes into account the criteria described in section 90b (4)
of the Michigan Strategic Fund Act, 1984 PA 270, MCL 125.2090b." As described below, this Plan
aligns with the criteria included within the Michigan Strategic Fund Act. The Project is planned to
promote a transformational impact in the community and to encourage additional growth and
investment in the surrounding area.
4.1 The importance of the project to the community in which it is located
The Shaw Walker Mixed Use Redevelopment Project is being pursued by the Developer in
accordance with and pursuant to the master development plan of the City including the
2008 Muskegon Downtown and Lakeshore Redevelopment Plan and the 2018 Imagine
Muskegon Lake Plan that envisioned the rehabilitation of the former Shaw Walker
manufacturing site to support housing in the City.
The former Shaw Walker Furniture Factory complex represents the largest blight in West
Michigan and one of the largest blights in the State of Michigan. Since the factory’s closing
in 1989, the Property has experienced decades of significant deferred maintenance and lack
of upkeep that resulted in safety notices being issued against the former owner. Examples
of the blighted and unsafe conditions resulting from the neglect include, but are not limited
to, hundreds of thousands of square feet of warping floors, thousands of broken windows,
deteriorating and open roofs, spalling and falling brick, falling parapet walls, cracking
concrete, and other similar conditions.
Over the last two decades, the City has been actively working to reinvent itself into a vibrant
lakeshore community. This Property is prominently located on the south side of the City and
visible to all visitors of Muskegon Lake. The Property is immediately west of Shoreline Drive,
at the primary southern entry to the City, and visible to everyone passing through the City
on this main corridor. The Property is also visible from the main Western Avenue corridor in
downtown Muskegon.
The Property has been designated by the City as a targeted area for transformational
growth. This Project is the main priority for the City and important to the City’s continued
growth. The Project will address blight by converting 630,000 square feet of former vacant,
blighted, industrial space into a lively mixed-use community in the heart of the City; and the
Project will result in much needed housing units at a time when there is a significant need
for these housing units.
The Project will eliminate blight, provide new housing options in the City, create jobs and
service-oriented businesses to serve the community, and enhance public health and safety.
4.2 If the project will act as a catalyst for additional revitalization of the community in which
it is located
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The Project will eliminate the largest sign of blight in the City and fully reactivate and
repurpose this former furniture manufacturing facility into a lively mixed-use community at
the gateway to downtown Muskegon. The Project will have a significant positive impact on
the City’s economy, tax base, and support population growth in the region.
Reactivation of the Property will enhance the City’s housing options and highlight all that
Muskegon has to offer with prime location adjacent to Muskegon Lake with easy access to
Lake Michigan. The Project will create new commercial retail and residential rental and for-
sale units that will contribute to the overall region, while also creating 200 new FTE jobs,
600 temporary construction jobs, and generating opportunities for people who live and
work in the community.
The existing building has stood mainly vacant for decades and reactivation of the Property
at a prominent corner at the southern entryway to the downtown will serve as a catalyst for
future investment in the area by drawing a wide range of interest in the region. The City is
already experiencing a growing interest in development in this corner of the downtown
since announcement of the Project. The Project will not only benefit the City, but also the
entire State of Michigan and Muskegon County with long-term increased tax revenues.
4.3 The amount of local community and financial support for the project
The Developer is seeking support for the Project under this Plan. TIR contributions from the
Project are summarized in Tables 1-6. The Developer was approved for the following by the
City of Muskegon:
- Neighborhood Enterprise Zone (PA 147 of 1992) abatements for the various
residential rental aspects of the Project for the maximum 15-year period,
which is anticipated to provide a $27,406,997 savings value to the Developer.
- Neighborhood Enterprise Zone abatements were also approved for the for-
sale residential portions of the Project but the benefit will be derived by the
owners of the units.
- Obsolete Property Rehabilitation Act (PA 146 of 2000) abatements for the
various commercial space aspects of the Project for the maximum 12-year
period, which is anticipated to provide a $1,298,166 savings value to the
Developer.
4.4 The applicant’s financial need for a community revitalization incentive
MSF will not support financial assistance from the Community Revitalization Program for
TBP projects.
4.5 The extent of reuse of vacant buildings, reuse of historic resources, and the
redevelopment of blighted property
The Property is made up of 7-buildings that were formerly operated by the Shaw Walker
Furniture Company. The Project will revitalize, reuse, and repurpose these existing (mainly
vacant) former furniture manufacturing facilities into a vibrant mixed-use community in
downtown Muskegon.
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The Property has long served as the largest sign of blight in the City. The Project will
completely redevelop the overall Property.
4.6 Creation of jobs
The Project will create an estimated 200 new FTE jobs, including residential property
management, maintenance, office, and retail jobs (i.e. restaurant, market, hair salon, pet
care, fitness center, day care, coffee shop, and massage therapy).
The estimated cumulative, single average hourly wage for all FTE jobs created by the Project
(based on 2,080 working hours/year assumption, except as otherwise stated in this TBP) is
approximately $24.84/hour overall. Additional detail related to each Project component and
type of job is provided in the table below.
Project Component* New FTE Avg. Salary Avg. Hourly
Jobs Wage
Residential Property Management 5 $55,000 $26.44
Office Employees 45 $60,000 $28.85
Retail Employees 150 $40,000 $19.23
TOTAL 200 $51,667 $24.84
The Project is also expected to create 600 FTE construction jobs and generate $89,695,849
in construction wages. A summary of the average annual salary and average hourly wage for
all Project jobs and construction jobs is provided in the table below.
Project Job Creation New FTE Avg. Salary Avg. Hourly
Jobs Wage
Residential Property Management 5 $55,000 $26.44
Office Employees 45 $60,000 $28.85
Retail Employees 150 $40,000 $19.23
Subtotal 200 $51,667 $24.84
Construction Job Creation* New FTE Avg. Salary Avg. Hourly
Jobs Wage
Project Construction Jobs 600 $49,831 $23.95
Subtotal 600 $49,831 $23.95
TOTAL 800 $50,749 $24.40
*Assumptions: three-year construction period; 2,080 working hours/year.
4.7 The level of private sector and other contributions, including, but not limited to, federal
funds and federal tax credits
Total capital investment for the Project is approximately $221.3 million. MSF guidelines
require a developer to contribute at least 20% of the total project cost as equity to the
transformational brownfield project. The Developer will contribute the required equity for
the Project. The remaining portion of the Project’s capital stack will consist of a bank
financed construction loans, PACE financing, EGLE loan, EGLE Grant, enhancement grants,
and State Land Bank Blight Elimination Grants.
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4.8 Whether the project is financially and economically sound
The Project, even with Plan approval and receipt of the other incentives referenced herein,
(see Section 1.9.6), is expected to yield low to modest returns to the Developer. The
Developer has already invested significantly in the City of Muskegon at other projects and
views completion of this Project as a transformational asset that will contribute to the
region’s overall success and draw positive attention to the lakeshore.
Due to the already low expected returns, reimbursement of Eligible Activities is anticipated
to result in the financial and economic soundness of the Project. The requested
reimbursements are intended to close the financial gap between high construction costs and
projected rental and sales revenue.
The Developer is funding the Project through a combination of debt, equity and grant
funding. The Developer will utilize PACE financing and existing availability on several lines
of credit they have available as the primary debt for the Project. Developer is working with
a PACE lender and has a proposal for financing that they are currently working through
towards final approval. Additionally, Developer is working with lender on bond debt
financing that the TBP revenues will support debt payments on. Finally, Developer will utilize
condo sale revenues as additional equity that will be reinvested into the Project as units are
sold. The remaining sources are outlined in Section 1.9.6 above and in the Project proforma
materials provide to MEDC staff. Debt financing proposals or commitments were included
with the application materials submission.
Underwriting information has been provided to MBRA and MSF. Following Plan approval
and completion of financing, the Developer is prepared to commence the Project as
described in this Plan. The Developer will meet the minimum equity contributions required
by the transformational brownfield program.
4.9 Whether the project increases the density of the area
The components of the Project contemplated in this Plan are proposed to be constructed on
underutilized or vacant Brownfield property, which will convert them to a higher-density
mixed-use end use. The resulting development of the Project is expected to generate
additional economic activity in the surrounding neighborhoods. Specifically, the Developer
anticipates the following density metrics for the Project:
Approximately 896 new residents living in the residential units within the Project.
Approximately 200 employees working for employers located within the Project.
Additional density metrics are provided below for the Project:
Project Density & Coverage Calculations
Assumptions
Property Acreage 15.13
Building Coverage
Use Total Gross SF Gross SF/Acre
Apartments 290,044 19,170.12
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Condos 118,339 7,821.48
Retail 20,549 1,358.16
Townhomes 47,892 3,165.37
Indoor Parking 68,800 (54,000 SF
for main garage
and 14,800 SF for
townhome
garages) 3,886.31
Surface Parking
Total all uses: 533,168 35,401.44
Building Density
Use Units Units/Acre
Apartments 432 28.55
Condos 102 6.74
Retail 8 1.18
Indoor Parking 120 (main garage)
and 74
(townhome
garages) 12.82
Surface Parking 553 new (706
total) 46.66
4.10 Whether the project promotes mixed-use development and walkable communities
The Project will enhance the area by redeveloping the largest sign of blight in the City of
Muskegon into a thriving mixed-use residential and commercial retail facility that will play a
vital role in building the City’s population and economy.
The Project is located at the south end of Muskegon Lake along the southern four-lane
entryway to downtown Muskegon. The Property is across the street from the Hartshorn City
Municipal Marina, the Muskegon Lakeshore Boys & Girls Club, and the Heritage Landing
event area. The Property is visible to downtown and currently creates a separation between
the core downtown and the neighboring Nims and Lakeside neighborhoods. When
completed, the Project will bring activity and vibrancy to an area of the City that is currently
the most underutilized.
4.11 Whether the project converts abandoned public buildings to private use
Not applicable.
4.12 Whether the project promotes sustainable development
The Project includes several sustainable elements targeted at improving the overall energy
efficiency and sustainability of the Project.
The Project will include low flow plumbing fixtures, LED lighting, heat pumps where possible
for heating and cooling, and an exterior envelop design above construction code minimum
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requirements to support a reduction in energy loss. The Developer is currently evaluating
the potential for installation of solar power on the roof of the building to offset a portion of
the energy demands for the Project.
4.13 Whether the project involves the rehabilitation of a historic resource
The Project is not a historic resource but does have historical significance to the community.
4.14 Whether the project addresses area-wide redevelopment
The Project is situated at the southern entryway to downtown Muskegon at the southern
end of Muskegon Lake and the Property has long been the largest sign of blight in the City
of Muskegon.
A portion of the Property was developed into condominiums by a previous developer until
the redevelopment stalled. The Developer is proposing to completely rehabilitate and
repurpose the existing facility into a thriving mixed-use development.
The Project addresses area-wide redevelopment within the Nims Neighborhood and will
fully reactivate the Property. The Property has long been a City priority for redevelopment,
but multiple redevelopment efforts over the years have not been successful for a variety of
reasons. The Project will allow the community a once in a lifetime opportunity for
redevelopment of the Property by placing it in its highest and best use. The Project brings
new housing and retail options to the City and will attract new residents and businesses to
the community.
4.15 Whether the project addresses underserved markets of commerce
Yes, it does. The Project is located in an area of focus for the City, as outlined in the City’s
master plan. The Property is situated in the Nims Neighborhood and is part of census tract
8. The Project will serve as a gateway to the western entryway to downtown Muskegon,
eliminate blight and will create opportunities for new local area businesses, including
professional services (day care and dog care), health and wellness (hair salon, massage and
fitness studio), and retail (market, coffee shop, bookstore and more). The existing
surrounding area currently has limited retail or service businesses and the proposed
commercial retail businesses are intentional with the planned increase in residential density
that will drive additional demand for these services.
4.16 The level and extent of environmental contamination
Soil and groundwater contamination in concentrations exceeding EGLE’s NRDWC, GSIC, and
DCC associated with historical manufacturing use are present throughout the Property. The
Developer has and will continue to conduct site investigations, install contact barriers to
partially address the contamination and implement due care activities, including
engineering controls and membranes to minimize water infiltration, to alleviate potential
future exposure to contamination in accordance with Michigan law.
4.17 If the rehabilitation of the historic resource will meet the federal Secretary of the Interior's
standards for rehabilitation and guidelines for rehabilitating historic buildings (36 CFR 67)
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Not applicable.
4.18 Whether the project will compete with or affect existing Michigan businesses within the
same industry
The Project is not anticipated to compete with or adversely affect existing Michigan
businesses. To the contrary, the Project is expected to encourage economic growth, create
new jobs, and attract new businesses and residents to the City.
An economic study prepared by Grand Valley State University found that when completed,
the Project will result in tens of millions of dollars in annual economic output to the
surrounding community resulting in the creation and support for jobs beyond the
boundaries of the Property.
4.19 Any other additional criteria approved by the board that are specific to each individual
project and are consistent with the findings and intent of this chapter
The Project will result in the renovation and repurposing of an existing Property that has
long been the largest sign of blight in the City of Muskegon. The Project is located in an area
of focus for redevelopment, as outlined in the City’s master plan. The Project will revitalize
this important area of the City and contribute to the economic success of the community
and their residents.
5.0 SCOPE OF WORK AND COSTS
The environmental (EGLE) and non-environmental (MSF) Eligible Activities for the Project are
summarized below. Additional detailed budget information, including a breakdown of activities by
category, is summarized in Section 10.
“Eligible Activities” for a TBP include department specific activities; demolition; site preparation;
construction, restoration, alteration, renovation, or improvement of buildings or site improvements
on eligible property, including infrastructure improvements that directly benefit eligible property;
and the reasonable cost of developing, preparing, and implementing the plan.
5.1 EGLE Eligible Activities
Department Specific Activities were conducted on the Property, including environmental site
assessments on the Property. Other environmental activities will include implementation of
measures as necessary to mitigate unacceptable exposures to impacted environmental media
(i.e., soil and groundwater) on the property in accordance with the “due care” requirements
of Section 20107a of Part 201 of 1994 Michigan PA 451, as amended (Part 201). Due care
measures are anticipated to include, design and construction of sub-slab depressurization
systems to mitigate potential intrusion of volatile organic constituents (VOCs) to indoor
airspace, and maintenance/improvement of low permeability surfacing overlying areas of
known soil and groundwater impact. Residuals derived from construction will be managed in
accordance with applicable State and Federal regulatory requirements.
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5.2 MSF Eligible Activities
This section of the Plan has been prepared to facilitate MEDC/MSF review and approval of the
scope of work for non-environmental activities necessary to support redevelopment of the
Property. Detailed scopes of work for each of the non-environmental tasks are presented in
the following subsections.
5.2.1 New Construction of Buildings
The following new buildings will be constructed on the Property:
Townhomes: Construction of thirty-seven (37) new two-story residential
condominiums (47,892 SF plus garages of 14,800 SF).
Division Avenue Parking Lot: Construction of a new 357 space surface parking
lot to support the Project.
Western Avenue Parking Lot: Construction of a new 111 space surface parking
lot to support the Project.
Franklin Street Parking Lot: Construction of a new 85 space surface parking lot
to support the Project.
5.2.2 Restoration, Alteration, Renovation, or Improvement of Buildings
Building #1: Rehabilitation of an existing, five-story, mixed-use building that was
completed by the previous developer in the early 2000’s. The building contains
a total of 84,500 SF, including a first-floor retail (coffee shop) space totaling
2,318 SF; a first-floor vacant former office space - that will be converted to retail
space - totaling 2,160 SF; and 53 residential condominium units totaling 55,346
SF (consisting of 30 – 1-bedrooms, 18 – 2-bedrooms, and 4 3-bedrooms).
Developer will be renovating 33 of the existing residential condominium units
and offering them for sale to prospective buyers. Additionally, Developer will
be converting vacant office space to commercial retail space.
Building #2: Conversion of the existing, single-story, 13,970 SF commercial
building - that was operated as the Watermark 920 Event and Conference
Center until its closure during the COVID-19 pandemic - into approximately 3
commercial retail units that will be marketed for preferred uses, including a
fitness center, day care center, and a pet care center.
Building #3: Rehabilitation will include overall redevelopment of a currently
vacant, five-story building, into 327 new rental apartments consisting of a
combination of studios, one-bedroom, two-bedroom and three-bedroom
apartments. The total enclosed building areas of Building #3 include 212,905
SF.
Building #4: Rehabilitation will include the conversion of vacant, four-story
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building into commercial and residential uses. The first floor will have 10,049
SF of commercial retail space (i.e. restaurant/retail uses) with a mix of 1, 2, and
3-bedroom units of residential apartments above on floors 2-4 for a total of 16
units. The total enclosed building areas of Building #4 include 27,653 SF.
Building #5: Rehabilitation will include conversion of the vacant, five-story
building floors into new residential apartments, including a mix of studios, 1-,
2-, and 3-bedroom units on for a total of 89 units. The total enclosed building
areas of Building #5 include 59,749 SF.
Building #6: Rehabilitation of the vacant, five-story building into approximately
86,603 SF of new residential condos available for sale, including a mix of 1- and
2-bedroom units on for a total of 69 units. The total enclosed building areas of
Building #6 include 119,081 SF.
Building #7: Rehabilitation of the existing high bay single-story, steel former
furniture manufacturing building (1977 vintage) containing a total of 85,000 SF
and adjacent land/parking area into indoor parking to serve the Project.
Approximately 54,491 SF of this space is under a metal roof structure that will
remain to support the redevelopment and the remaining portions will be
removed to create an open-air courtyard and provide necessary emergency
ingress and egress from the Project.
5.2.3 Demolition
Demolition activities will include selective interior and exterior demolition of
existing building improvements to allow for the transformation of the existing
concrete structures into a mixed-use development. Demolition activities will
include, but are not limited to, removal of warping and damaged floors; removal of
the abandoned and damaged mechanical, electrical and plumbing equipment;
removal of the spalling and failing brick façade; removal of failing parapet walls;
removal of the deteriorated and failing roof; removal of non-load bearing walls;
removal of non-code compliant staircases and elevators; removal of structurally
unstable roof areas; removal of abandoned factory equipment; and removal of a
steel infill area to create an open air courtyard and visible light into the apartments
in Building #3.
5.2.4 Lead Abatement
Lead abatement activities will include removal and/or encapsulation of lead
containing paint throughout the Project. As a result of these removal and
encapsulation activities, potential exposures to lead containing paint will be
mitigated, allowing for safe occupancy of the property after redevelopment.
5.2.5 Asbestos Abatement
Asbestos Abatement activities will include removal of asbestos containing materials
(primarily window and door caulk, roofing materials, and thermal systems
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insulation) throughout the Project.
5.2.6 Mold Abatement
No mold abatement activities are currently planned as part of this scope of work. If
significant mold issues are identified in the course of demolition or building
redevelopment, the scope and nature of mold abatement activities will be
established based on identified hazards.
5.2.7 Infrastructure Improvements
Not included.
5.2.8 Site Preparation/Site Improvements
Site Preparation activities will include mass grading and land balancing for
preparation of the Western Avenue and Division Street parking areas.
5.2.9 Assistance to a Land Bank Fast Track Authority
Not applicable.
5.2.10 Relocation of Public Buildings or Operations
Not applicable.
5.2.11 Combined Transformational Brownfield Plan Preparation
Costs associated with preparation of this Plan.
5.2.12 Combined Transformational Brownfield Plan Implementation
Not applicable.
5.3 Local Only Eligible Activities
None.
6.0 TAX INCREMENT REVENUE ANALYSIS
6.1 Captured Taxable Value and Tax Increment Revenue Estimates
The Property has a current taxable value of real property of $2,202,882 and is owned by the
Developer as described in section 1.
The anticipated taxable value of the Property at Project completion is $68,130,608, which
is expected to be attained in calendar year 2029, for the 2030 tax year. The actual taxable
value in each year of the Plan will be determined by the City Assessor.
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Estimated taxable values, tax increment revenues to be captured, impacts on taxing
jurisdictions, and eligible activities reimbursement cash flows are presented in Tables 1-6.
The annual increase in taxable value of the Property is assumed to be 2% for the purposes
of this Plan. The annual incremental taxable value and captured tax increment revenue will
be determined by the actual taxable value of the Property and millages approved by the
relevant taxing jurisdictions.
The MBRA will capture 100% of the available incremental local and school operating
property tax revenues generated from the Property to reimburse Developer for the costs
of Eligible Activities under this Plan in accordance with the Reimbursement Agreement.
Additionally, tax revenue associated with all new personal property will be captured as part
of this Plan. Reimbursement using incremental school operating tax revenues is further
limited to those Eligible Activities and costs approved by MSF or that are otherwise eligible
under Act 381.
This Plan provides for the proportional capture of all eligible incremental taxes in whatever
amounts and in whatever years they become available until the sooner of all eligible cost
reimbursement described in this Plan being complete or the maximum duration provided
in Act 381. It is estimated that the term of the plan will be up to 30 years.
6.2 Combined Plan Financing Method
The Developer plans to finance the Project through a combination of private capital, TIR,
and public contributions (i.e. grants and loans). Reimbursements under the Reimbursement
Agreement shall not exceed the cumulative Eligible Activity costs described in this Plan.
6.3 Note or Bond Indebtedness
The Developer intends to seek bond financing and will use TIR capture under this Plan to pay
for such financing.
6.4 Tax Increment Revenues Capture Period
The duration of this Plan shall not exceed 35 years following the date of its approval.
Property tax capture under this Plan shall not exceed the lesser of the period authorized
under Section 13(5) of Act 381 or 30 years, and the capture of withholding tax revenues and
income tax revenues shall not exceed the lesser of the period authorized under Section
13c(8) of Act 381 or 20 years from the beginning date of initial capture. TIR capture and
overall Plan length is also contingent on MSF approval. The beginning date of TIR capture
shall not be later than five years after the date of Plan approval.
6.5 Future Tax Revenues
This Plan captures all TIR within the meaning of Section 2(eee) of Act 381. See Tables 1-6 for
estimates of tax capture revenue pursuant to this Plan and property taxes generated by the
Project but not captured.
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7.0 RELOCATION
7.1 Current Residents and Displacement
The occupied residences involved in the Project will be redeveloped as tenants move out
and no persons will be required to vacate the Property or be displaced as a result of this
Project. If the Project did require relocation of any existing tenants, the Developer would
comply with Michigan’s Relocation Assistance Law, which could include first priority on the
new apartments being constructed at the Property.
7.2 Displaced Persons Relocation Plan
Not applicable.
7.3 Relocation Costs Provisions
Not applicable.
7.4 Compliance with Michigan’s Relocation Assistance Law
Not applicable.
8.0 DEVELOPMENT TEAM EXPERIENCE
Parkland Properties of Michigan
The Developer’s principal, Jon Rooks, founded the Parkland family of companies (the “Company”) in
1988 when at the age of 25, he developed Ellenwood Landing in Montague, Michigan. There the
Company transformed a corner of White Lake into the largest taxpayer in the City with 187 boat
slips, 45 condominiums, two large boat storage warehouses, retail and a hotel. The development
earned Mr. Rooks recognition by the Small Business Administration as the ‘Young Entrepreneur of
the Year’. The development also instilled a passion for community-oriented projects that would be
at the heart of the Company’s future developments.
Over the next 30 years, the Company’s portfolio expanded to dozens of new properties and
businesses across West Michigan. This included Boardwalk Condominium, Union Square
Condominium, Cityview Condominium, and Monroe Terrace Condominium that collectively brought
thousands of downtown residents to Grand Rapids in the early 2000’s. The Company also developed
the first ‘market rate’ housing developments in downtown Muskegon in over 30-years with
Highpoint Flats apartments and the Terrace Point Landing waterfront subdivision on Muskegon Lake.
These projects proved the demand and propelled a housing boom in Muskegon. In addition to
adaptive reuse projects, the company developed office buildings, numerous marinas, and hotels
throughout West Michigan, and turned around two large failing hotels with 340 rooms by renovating
and adding a new convention center, which is now the second largest and newest in West Michigan,
in downtown Muskegon.
Today, the Company is one of the largest real estate development firms in West Michigan with over
250 employees and over 2 million square feet of building space currently developed or under
development.
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The Company continues to stay true to its original vision of performing projects that positively
impact and serve as catalyst for the communities where they are located.
Parkland is operated by its Founder, Jon Rooks, and its Chief Operating Officer, Rory Charron.
Parkland is represented by Warner Norcross + Judd LLP.
9.0 ANTICIPATED TIMELINE
Shaw Walker
Season Year Completed
Zoning Approval Summer 2024 Yes
Site Plan Approval Summer 2024 Yes
Local Financial Contribution Final Approval Winter 2024 No
Obtain Building Permits Winter/Spring 2024/2025 No
Property Acquisition Winter 2022 Yes
Anticipated Commencement of Eligible Investment Spring 2025 No
Close on Construction Financing Winter/Spring 2025 No
Close on Permanent Financing Winter/Spring 2025 No
Construction Commencement Spring 2025 No
Project Completion Spring 2028 No
10.0 ELIGIBLE ACTIVITY TABLE
The tables below provide a summary of the total costs of Eligible Activities within each EGLE and
MSF category and the estimated schedule for completion of each task. The See Tables 1-6 for more
detailed cost estimates, the impacts on taxing jurisdictions, and reimbursement allocations.
EGLE Eligible Activities Eligible Cost Estimate
Department Specific Activities $225,000
TOTAL EGLE ELIGIBLE ACTIVITIES $225,000
MSF Eligible Activities Eligible Cost Estimate
Demolition and Abatement $4,758,100
Rehabilitation $143,595,767
Townhouse New Construction $11,100,000
Site and Amenities New Construction $8,823,413
TOTAL MSF ELIGIBLE ACTIVITIES $168,277,280
TOTAL ELIGIBLE ACTIVITIES $168,502,280
Total Reimbursable Eligible Costs* $159,598,389
*Total Reimbursable Eligible Costs are less than Total Project Eligible Activity Costs due to limitations on TIR
capture. This amount equals the estimated total amount of capture (see Sec. 2.3 above).
48
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FIGURE 1
PROPERTY LOCATION MAPS
Figure 1-1
Page 55 of 334
Figure 1-2
Page 56 of 334
Figure 1-3
Page 57 of 334
FIGURE 2
LEGAL DESCRIPTIONS AND ELIGIBLE PROPERTY MAPS
Parcel 1 – 965 W Western Avenue – PIN 61-24-205-468-0001-00
BLOCK 468 AND PART OF BLOCK 467, VACATED ALLEY IN BLOCK 468, PART OF
FORMER C & 0 RAILROAD RIGHT OF WAY IN BLOCKS 467 AND 468 AND VACATED
HUDSON STREET BETWEEN BLOCKS 467 AND 468, ALL BEING IN THE REVISED PLAT
OF 1903 OF THE CITY OF MUSKEGON, ACCORDING TO THE PLAT THEREOF AS
RECORDED IN LIBER 3 OF PLATS, PAGE 71, MUSKEGON COUNTY RECORDS, ALL
BEING DESCRIBED AS: BEGINNING AT THE SOUTHWEST CORNER OF SAID BLOCK
468; THENCE NORTH 00 DEGREES 19 MINUTES 25 SECONDS WEST 351.64 FEET ALONG
THE EAST RIGHT OF WAY LINE OF FRANKLIN STREET; THENCE NORTH 89 DEGREES
58 MINUTES 00 SECONDS EAST 278.50 FEET ALONG THE SOUTH RIGHT OF WAY LINE
OF WESTERN AVENUE; THENCE SOUTH 82 DEGREES 42 MINUTES 42 SECONDS EAST
284.66 FEET ALONG SAID RIGHT OF WAY LINE; THENCE SOUTH 07 DEGREES 28 MINUTES
33 SECONDS WEST 75.55 FEET ALONG THE WESTERLY LINE AND THE EXTENSION
THEREOF, OF A FIVE STORY BRICK BUILDING; THENCE SOUTH 82 DEGREES 30
MINUTES 04 SECONDS EAST 112.12 FEET ALONG SAID BUILDING LINE AND THE
EXTENSION THEREOF; THENCE SOUTH 09 DEGREES 23 MINUTES 07 SECONDS WEST
9.68 FEET ALONG SAID BUILDING LINE; THENCE SOUTH 83 DEGREES 24 MINUTES 04
SECONDS EAST 13.72 FEET ALONG SAID BUILDING LINE; THENCE NORTH 00 DEGREES
30 MINUTES 20 SECONDS EAST 9.53 FEET; THENCE SOUTH 82 DEGREES 30 MINUTES 04
EAST 8.71 FEET; THENCE SOUTH 00 DEGREES 30 MINUTES 20 SECONDS WEST 24.63
FEET; THENCE SOUTH 88 DEGREES 25 MINUTES 41 SECONDS EAST 8. 72 FEET ALONG
SAID BUILDING LINE; THENCE SOUTH 0 1 DEGREES 34 MINUTES 19 SECONDS WEST
0.30 FEET ALONG SAID BUILDING LINE; THENCE SOUTH 88 DEGREES 25 MINUTES 41
SECONDS EAST 0.40 FEET ALONG SAID BUILDING LINE; THENCE SOUTH 00 DEGREES
42 MINUTES 58 SECONDS WEST 29.45 FEET ALONG SAID BUILDING LINE; THENCE
NORTH 88 DEGREES 25 MINUTES 41 SECONDS WEST 8.43 FEET ALONG SAID BUILDING
LINE; THENCE SOUTH 00 DEGREES 42 MINUTES 58 SECONDS WEST 57.92 FEET ALONG
SAID BUILDING LINE; THENCE SOUTH 88 DEGREES 38 MINUTES 32 SECONDS EAST
12.93 FEET ALONG SAID BUILDING LINE; THENCE SOUTH 02 DEGREES 11 MINUTES O
1 SECONDS WEST 21.28 FEET ALONG SAID BUILDING LINE; THENCE NORTH 87
DEGREES 48 MINUTES 59 SECONDS WEST 28.01 FEET ALONG SAID BUILDING LINE;
THENCE SOUTH 02 DEGREES 23 MINUTES 08 SECONDS WEST 85.09 FEET ALONG THE
EAST SIDE OF A 4 INCH WALL; THENCE NORTH 87 DEGREES 51 MINUTES 37 SECONDS
WEST 111.67 FEET ALONG THE SOUTHERLY SIDE OF SAID 5 STORY BUILDING LINE;
THENCE SOUTH 02 MINUTES 11 MINUTES 0 1 SECONDS WEST 7.87 FEET; THENCE
SOUTH 89 DEGREES 48 MINUTES 11 SECONDS WEST 549.04 FEET ALONG THE NORTH
LINE OF MICHIGAN AVENUE TO THE PLACE OF BEGINNING.
Parcel 2 – 920 Washington Ave – PIN 61-24-205-467-0001-00
PART OF BLOCKS 467 AND 468 AND THE ENTIRE BLOCK 474; TOGETHER WITH PART
OF THE C & 0 RAILROAD RIGHT OF WAY IN SAID BLOCK 467; VACATED MICHIGAN
AVENUE BETWEEN SAID BLOCKS 467 AND 474; THE TWO VACATED ALLEYS IN SAID
BLOCK 474; ALL BEING IN THE REVISED PLAT OF 1903 OF THE CITY OF MUSKEGON,
ACCORDING TO THE PLAT THEREOF AS RECORDED IN LIBER 3 OF PLATS, PAGE 71,
MUSKEGON COUNTY RECORDS, DESCRIBED AS: BEGINNING ON THE NORTH RIGHT
OF WAY LINE OF MICHIGAN AVENUE AT A POINT BEING NORTH 89 DEGREES 48
MINUTES 11 SECONDS EAST 549.04 FEET FROM THE SOUTHWEST CORNER OF SAID
BLOCK 468; THENCE NORTH 02 DEGREES 11 MINUTES 01 SECONDS EAST 7.87 FEET;
THENCE SOUTH 87 DEGREES 51 MINUTES 3 7 SECONDS EAST 111.67 FEET ALONG THE
Figure 2-1
Page 58 of 334
SOUTHERLY LINE OF A 5 STORY BUILDING; THENCE NORTH 02 DEGREES 23 MINUTES
08 SECONDS EAST 85.09 FEET ALONG THE EAST SIDE OF A 4 INCH WALL; THENCE
SOUTH 87 DEGREES 48 MINUTES 59 SECONDS EAST 28.01 FEET ALONG THE
NORTHERLY LINE OF SAID 5 STORY BUILDING; THENCE NORTH 02 DEGREES 11
MINUTES 0 1 SECONDS EAST 21.28 FEET ALONG SAID BUILDING; THENCE NORTH 88
DEGREES 38 MINUTES 32 SECONDS WEST 12.93 FEET ALONG SAID BUILDING LINE;
THENCE NORTH 00 DEGREES 42 MINUTES 58 SECONDS EAST 57.92 FEET ALONG SAID
BUILDING LINE; THENCE SOUTH 88 DEGREES 25 MINUTES 41 SECONDS EAST 8.43
FEET ALONG SAID BUILDING LINE; THENCE NORTH 00 DEGREES 42 MINUTES 58
SECONDS EAST 29.45 FEET ALONG SAID BUILDING LINE; THENCE NORTH 88 DEGREES
25 MINUTES 41 SECONDS WEST 0.40 FEET ALONG SAID BUILDING LINE; THENCE
NORTH 01 DEGREES 34 MINUTES 19 SECONDS EAST 0.30 FEET ALONG SAID BUILDING
LINE; THENCE NORTH 88 DEGREES 25 MINUTES 41 SECONDS WEST 8.72 FEET ALONG
SAID BUILDING LINE; THENCE NORTH 00 DEGREES 30 MINUTES 20 SECONDS EAST
24.63 FEET; THENCE NORTH 82 DEGREES 30 MINUTES 04 SECONDS WEST 8.71 FEET;
THENCE SOUTH 00 DEGREES 30 MINUTES 20 SECONDS WEST 9.53 FEET; THENCE
NORTH 83 DEGREES 24 MINUTES 04 SECONDS WEST 13.72 FEET ALONG SAID 5 STORY
BUILDING LINE; THENCE NORTH 09 DEGREES 23 MINUTES 07 SECONDS EAST 9.68
FEET ALONG SAID 5 STORY BUILDING LINE; THENCE NORTH 82 DEGREES 30
MINUTES 04 SECONDS WEST 112.12 FEET ALONG SAID BUILDING LINE AND THE
EXTENSION THEREOF; THENCE NORTH 07 DEGREES 28 MINUTES 33 SECONDS EAST
75.55 FEET ALONG SAID BUILDING LINE AND THE EXTENSION THEREOF; THENCE
SOUTH 82 DEGREES 42 MINUTES 42 SECONDS EAST 474.11 FEET ALONG THE
SOUTHERLY RIGHT OF WAY LINE OF WESTERN AVENUE; THENCE SOUTH 00 DEGREES
01 MINUTES 06 SECONDS EAST 664.21 FEET ALONG THE WEST RIGHT OF WAY LINE OF
DIVISION STREET; THENCE SOUTH 89 DEGREES 34 MINUTES 02 SECONDS WEST 476.58
FEET ALONG THE NORTH RIGHT OF WAY LINE OF WASHINGTON AVENUE; THENCE
NORTH 00 DEGREES 20 MINUTES 35 SECONDS WEST 414.17 FEET ALONG THE EAST
RIGHT OF WAY LINE OF HUDSON STREET; THENCE SOUTH 89 DEGREES 48 MINUTES 11
SECONDS WEST 1.29 FEET ALONG THE NORTHERLY RIGHT OF WAY LINE OF MICHIGAN
AVENUE TO THE PLACE OF BEGINNING. EXCEPT PART OF BLOCKS 467 AND 474;
TOGETHER WITH PART OF VACATED HUDSON STREET BETWEEN BLOCKS 467 AND
468; PART OF VACATED MICHIGAN AVENUE BETWEEN BLOCKS 467 AND 474; PART OF
A VACATED ALLEY IN SAID BLOCK 474; ALL OF A SECOND VACATED ALLEY IN
BLOCK 474; ALL BEING IN THE REVISED PLAT (OF 1903) OF THE CITY OF MUSKEGON,
ACCORDING TO THE PLAT THEREOF AS RECORDED IN LIBER 3 OF PLATS, PAGE 71,
MUSKEGON COUNTY RECORDS, MORE PARTICULARLY DESCRIBED AS: COMMENCE
AT THE SOUTHWEST CORNER OF SAID BLOCK 474 FOR THE POINT OF BEGINNING;
THENCE NORTH 00 DEGREES 20MINUTES 35 SECONDS WEST 414.17 FEET ALONG THE
EAST LINE OF HUDSON STREET; THENCE SOUTH 89 DEGREES 48 MINUTES 11
SECONDS WEST 1.29 FEET ALONG THE NORTH LINE OF MICHIGAN A VENUE; THENCE
NORTH 02 DEGREES 11 MINUTES O 1 SECONDS EAST 7. 87 FEET; THENCE SOUTH 87
DEGREES 51 MINUTES 3 7 SECONDS EAST 185.29 FEET ALONG THE SOUTHERLY LINE
OF A 5 STORY BUILDING; THENCE SOUTH 00 DEGREES 06 MINUTES 34 SECONDS WEST
231.27 FEET ALONG THE WEST LINE OF A 5 STORY BUILDING; THENCE NORTH 89
DEGREES 57 MINUTES 03 SECONDS EAST 39.77 FEET ALONG THE EXPANSION JOINT
BETWEEN 5 STORY BUILDINGS; THENCE SOUTH 00 DEGREES 00 MINUTES 25
SECONDS WEST 182.21 FEET ALONG THE WEST LINE OF A 10 INCH BRICK WALL;
THENCE SOUTH 89 DEGREES 34 MINUTES 02 SECONDS WEST 221.00 FEET ALONG THE
NORTH LINE OF WASHINGTON AVENUE TO THE POINT OF BEGINNING.
Parcel 3 – 930 Washington Avenue – Parcel IDs listed below
LAND SITUATED IN THE CITY OF MUSKEGON, COUNTY OF MUSKEGON, STATE OF MICHIGAN,
DESCRIBED AS FOLLOWS:
Figure 2-2
Page 59 of 334
UNITS 1-A, 1-B, 2-B, 2-D, 2-E, 2-G, 2-H, 2-I, 2-J, 2-L, 3-A, 3-B, 3-C, 3-D, 3-H, 3-I, 3-J, 3-K, 3-L,
3-N, 4-A, 4-C, 4-D, 4-E, 4-J, 4-K, 4-L, 4-N, 5-A, 5-D, 5-E, 5-J, 5-K, 5-L AND 5-N, WATERMARK
CONDOMINIUM, ACCORDING TO THE MASTER DEED RECORDED IN LIBER 3635, PAGE
28, AS AMENDED, FIRST AMENDMENT TO MASTER DEED RECORDED IN LIBER 3675,
PAGE 155, SECOND AMENDMENT TO MASTER DEED RECORDED IN LIBER 3786, PAGE
302, AND THIRD AMENDMENT TO MASTER DEED RECORDED IN LIBER 3832, PAGE 532,
AND DESIGNATED AS MUSKEGON COUNTY CONDOMINIUM SUBDIVISION PLAN NO.
141, TOGETHER WITH RIGHTS IN THE GENERAL COMMON ELEMENTS AND THE
LIMITED COMMON ELEMENTS AS SHOWN ON THE MASTER DEED AND AS DESCRIBED
IN ACT 59 OF THE PUBLIC ACTS OF 1978, AS AMENDED.
61-24-855-000-0001-00 TS/SW 61-24-855-000-0027-00 TS/SW
61-24-855-000-0002-00 TS/SW 61-24-855-000-0028-00 TS/SW
61-24-855-000-0004-00 TS/SW 61-24-855-000-0030-00 TS/SW
61-24-855-000-0005-00 TS/SW 61-24-855-000-0031-00 TS/SW
61-24-855-000-0006-00 TS/SW 61-24-855-000-0032-00 TS/SW
61-24-855-000-0008-00 TS/SW 61-24-855-000-0037-00 TS/SW
61-24-855-000-0009-00 TS/SW 61-24-855-000-0038-00 TS/SW
61-24-855-000-0010-00 TS/SW 61-24-855-000-0039-00 TS/SW
61-24-855-000-0011-00 TS/SW 61-24-855-000-0041-00 TS/SW
61-24-855-000-0013-00 TS/SW 61-24-855-000-0042-00 TS/SW
61-24-855-000-0014-00 TS/SW 61-24-855-000-0045-00 TS/SW
61-24-855-000-0015-00 TS/SW 61-24-855-000-0046-00 TS/SW
61-24-855-000-0016-00 TS/SW 61-24-855-000-0051-00 TS/SW
61-24-855-000-0017-00 TS/SW 61-24-855-000-0052-00 TS/SW
61-24-855-000-0021-00 TS/SW 61-24-855-000-0053-00 TS/SW
61-24-855-000-0022-00 TS/SW 61-24-855-000-0055-00 TS/SW
61-24-855-000-0023-00 TS/SW
61-24-855-000-0024-00 TS/SW
61-24-855-000-0025-00 TS/SW
Parcel 4 – 1330 Division Street – 61-24-205-466-0001-00
THAT PART OF BLOCKS 466 AND 475, THAT PART OF VACATED MICHIGAN AVENUE
AND VACATED CLAY AVENUE ADJACENT TO SAID BLOCKS, REVISED PLAT OF 1903 OF
THE CITY OF MUSKEGON, ACCORDING TO THE PLAT THEREOF AS RECORDED IN LIBER
3 OF PLATS, PAGE 71, MUSKEGON COUNTY RECORDS, ALSO THE PART OF THE PARCEL
OF LAND FORMERLY KNOWN AS BLOCK 5 OF BEIDLER MANUFACTURING COMPANY'S
SUBDIVISION OF BLOCKS 332, 333 AND 334 OF THE CITY OF MUSKEGON, INCLUDED IN
THE FOLLOWING DESCRIPTION: COMMENCING AT THE SOUTHWEST CORNER OF SAID
BLOCK 475 FOR PLACE OF BEGINNING; THENCE NORTH ALONG THE EAST LINE OF
DIVISION STREET 337.47 FEET; THENCE NORTH 89 DEGREES 40 MINUTES 00 SECONDS
EAST 427.35 FEET TO THE WEST LINE OF HENRY STREET; THENCE SOUTH 05 DEGREES
18 MINUTES 10 SECONDS WEST ALONG SAID WEST LINE 144.97 FEET TO THE
NORTHEAST CORNER OF SAID BLOCK 475; THENCE SOUTH 00 DEGREES 28 MINUTES 45
SECONDS WEST ALONG SAID WEST LINE 194.75 FEET TO THE SOUTHEAST CORNER OF
SAID BLOCK 475; THENCE SOUTH 89 DEGREES 52 MINUTES 30 SECONDS WEST ALONG
THE SOUTH LINE OF SAID BLOCK 412.33 FEET TO PLACE OF BEGINNING.
Figure 2-3
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FIGURE 3
PERSONAL PROPERTY
Not applicable.
Figure 3-1
Page 61 of 334
FIGURES 4 AND 5
ENVIRONMENTAL SAMPLING LOCATION MAP & EXCEEDANCES
See attached.
Figures 4/5-1
Page 62 of 334
VP-44-22
@
? @
?
GP-33-22/TW-28 GP-32-22/TW-27 GP-12-22/TW-12
VP-42-22 @
?
VP-43-22 VP-12-22 VP-11-22
W WE
STER
@ GP-4-22/TW-4
? N AVE
FRANKLIN ST
VP-15-22
VP-10-22 VP-14-22
GP-27-22/TW-24
VP-45-22 Building #6 @
? GP-26-22/TW-23
21,940 SF
PARCEL #1 @
? GP-25-22/TW-22
&
> 965 W WESTERN AVE
VP-13-22 VP-17-22 @
?
GP-5-22/TW-5
GP-34-22 PIN: 61-24-205-468-0001-10 VP-9-22 VP-16-22
VP-7-22 VP-8-22 @
? & GP-28-22
> GP-30-22/TW-26
@GP-7-22/TW-7
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? GP-24-22
GP-37-22/TW-30 @
? VP-18-22
&
>
VP-1-22
@
? Building #7
GP-3-22/TW-3
GP-31-22
86,844 SF GP-29-22/TW-25
& PARCEL
> #2 GP-23-22/TW-21
VP-6-22 @
?
VP-46-22 GP-2-22/TW-2
VP-20-22
920 WASHINGTON AVE @
?
VP-2-22 @
? @
?
VP-19-22 GP-8-22/TW-8 PIN: 61-24-205-467-0001-00
GP-19-22/TW-18 GP-18-22
GP-6-22/TW-6 VP-5-22
Building #5 VP-21-22 @
? &
>
GP-35-22/TW-29
@
? 15,919 SF VP-41-22
@
? VP-47-22
GP-1-22/TW-1 VP-3-22 VP-36-22
VP-4-22
& GP-36-22
> GP-9-22/TW-9 Building #4 GP-20-22
@
? 9,789 SF VP-22-22 GP-22-22/TW-20
@
? &
> @
? VP-50-22
VP-23-22 VP-49-22 VP-48-22
MICHIGAN AVE GP-14-22/TW-14
@
? GP-16-22/TW-16
GP-21-22/TW-19
VP-24-22 @
? @
? VP-27-22
GP-13-22/TW-13
@
?
@
? GP-10-22/TW-10 GP-11-22/TW-11
VP-25-22 VP-26-22
@
DIVISION ST
?
VP-28-22 VP-52-22
VP-29-22
VP-53-22
VP-51-22
PARCEL #3 VP-32-22 PARCEL #4
930 WASHINGTON AVE
HUDSON ST
VP-30-22 VP-31-22 1330 DIVISION ST
PIN: 61-24-855-000-0000-00 PIN: 61-24-205-466-0001-00
Building #3
53,719 SF
GP-15-22/TW-15 VP-33-22
VP-34-22
@
? GP-17-22/TW-17 VP-35-22
VP-37-22
@
? VP-54-22 VP-55-22
VP-38-22 VP-39-22
Building #1
16,765 SF
Building #2
12,742 SF
VP-40-22
WASHINGTON AVE
³
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
FORMER SHAW WALKER
LEGEND
FURNITURE COMPANY
&
> Soil Boring Subject Parcel Boundary Truck Well 965 W WESTERN AVE,
MUSKEGON, MI
@
? Soil Boring/Temporary Well Associated Former Shaw Walker Parcel Boundaries Former Site Features
SOIL BORING/TEMPORARY WELL/
Vapor Pin Buried Box Drain Site Buildings FEET VAPOR PIN LOCATION MAP
100 50 0 100 200 300
Manhole / Floor Drain Elevator JOB NO.: 9657
BY: LJC DATE: 6/5/2023
NOTE: BUILDING AREAS SHOWN ARE APPROXIMATE FOOTPRINT AREAS AND 1 INCH = 100 FEET
DO NOT REPRESENT TOTAL BUILDING SQUARE FOOTAGE. FIGURE 3
Page 63 of 334
VP-44-22 GP-12-22 (9-11')
@
? @
? 9/23/2022
GP-4-22 (9-11')
GP-33-22/TW-28 GP-32-22/TW-27 GP-12-22/TW-12 VOCs ND
VP-42-22 @
? 9/21/2022
VP-43-22 VP-12-22 VP-11-22
W WE VOCs ND
STER
@ GP-4-22/TW-4
? N AV E
FRANKLIN ST
VP-15-22
GP-18 VP-10-22 VP-14-22
GP-27-22/TW-24
&
>
VP-45-22 Building #6 @
? GP-26-22/TW-23
21,940 SF
PARCEL #1 @
?
GP-5-22 (9-11')
GP-25-22/TW-22
&
> 965 W WESTERN AVE
VP-13-22 VP-17-22 @
?
9/21/2022
VOCs ND
GP-5-22/TW-5
GP-34-22 PIN: 61-24-205-468-0001-10 VP-9-22 VP-16-22
@
?
PNAs
GP-30-22/TW-26 ND
VP-7-22 VP-8-22 & GP-28-22
>
@GP-7-22/TW-7
? @
? PCBs GP-24-22
ND
GP-37-22/TW-30 @
? VP-18-22
&
>
VP-1-22
@
? Building #7
GP-3-22/TW-3
GP-31-22
86,844 SF GP-29-22/TW-25
& PARCEL
> #2 GP-23-22/TW-21
VP-6-22 @
?
VP-46-22 GP-2-22/TW-2
VP-20-22
920 WASHINGTON AVE
@
?
@
?
GP-18
VP-2-22 @
?
VP-19-22 GP-8-22/TW-8 PIN:
9/13/95 61-24-205-467-0001-00
GP-19-22/TW-18 GP-18-22
GP-6-22/TW-6 VP-5-22
@
?
4-8’
VP-21-22 &
>
GP-35-22/TW-29
@
?
Cr: 3,700* (GSIP)
SB-98-16 Building #5 VP-41-22
@
N: 100 (VIAC)
? VP-47-22
GP-17 &
> 15,919 SF
&
> GP-1-22/TW-1 VP-3-22 VP-4-22 VP-36-22
& GP-36-22
> GP-9-22/TW-9 Building #4 GP-20-22
@
? 9,789 SF VP-22-22 GP-22-22/TW-20
@
? &
> @
? VP-50-22
VP-23-22 VP-49-22
HISTORICAL DATA LEGEND VP-48-22
MICHIGAN AVE GP-14-22/TW-14 B =Benzene As =Arsenic 1,2,3-TMB =1,2,3-Trimethylbenzene Hg =Mercury, Total
@
? GP-16-22/TW-16
GP-21-22/TW-19 CHF =Chloroform Ba =Barium 1,2,4-TMB =1,2,4-Trimethylbenzene Ni =Nickel
GP-33-22 (1.5-2.5') GP-32-22 (10-11')
VP-24-22 @
? @
? VP-27-22 E =Ethylbenzene Cd =Cadmium 1,3,5-TMB =1,3,5-Trimethylbenzene Se =Selenium
11/1/2022 11/1/2022 GP-13-22/TW-13 SB-98-16 @
?
VOCs ND VOCs ND @
? 9/17/98 N =Naphthalene
GP-10-22/TW-10
Ca =Calcium X =Xylenes
GP-11-22/TW-11
Ag =Silver
0-0.5’
GP-2-22 (9-11') VP-25-22 VP-26-22 PCE =TetrachloroethyleneCr =Chromium, Total B(a)P =Benzo(a)pyrene Zn =Zinc
@
DIVISION ST
PNAs ND PNAs ND
9/21/2022
TCE: 3,500 (DWP, VIAC)
T =Toluene Cu =Copper ?
FLUORA =Fluoranthene CN =Cyanide, Total
VP-28-22 6-8’ VP-52-22
Chromium 7,000* Metals BCC or ND TCE: 5,800 (GSIP, DWP, VIAC) VP-29-22
VOCs ND VP-53-22
TCE =Trichloroethylene Pb =Lead, Total PHEN =Phenanthrene
Mercury 410
2022 DATA LEGEND VP-51-22
Mercury ND
Silver 190* PARCEL #3 VP-32-22 Bold value indicates a concentration above PARCEL #4 detection limits
laboratory method
Remaining
930 WASHINGTON AVE
HUDSON ST
VP-30-22
Metals
BCC or ND GP-17
9/13/95
VP-31-22 1330Drinking
Shaded value indicates a constituent above DIVISION ST
Water Protection (DWP) Criteria
0-4’ PIN: 61-24-855-000-0000-00GP-3-22 (8-10') Italicized value indicates a constituent above Groundwater Surface Water Protection (GSIP) Criteria
PIN: 61-24-205-466-0001-00
Cr: 5,000* (GSIP) Building #3
GP-36-22 (10-11') 9/21/2022 Red value indicates a constituent above Volatilization to Indoor Air Criteria (VIAC)
Hg: 360 (GSIP, VIAC) 53,719 SF
11/1/2022 Ag: 270* (GSIP) GP-6-22 (5-6.5') VOCs ND Underlined value indicates a concentration that exceeds Direct Contact Criteria
GP-15-22/TW-15 VP-33-22
B(a)P: 4,500 (DC) VP-34-22
@ 9/22/2022
?
VP-35-22
VOCs ND PNAs BCC GP-17-22/TW-17
or ND * Indicates that constituent falls below Statewide Default Background Levels
FLUORA: 9,300 (GSIP)
GP-35-22 (9-10')
PNAs ND PHEN: 4,800 (GSIP, VIAC) VOCs
VP-37-22
ND @
? VP-54-22 VP-55-22
Chromium 4,300* PNAs ND VP-38-22 VP-39-22
VOCs = Volatile Organic Compounds
11/1/2022 PNAs = Polynuclear Aromatic Hydrocarbons
Remaining Mercury ND
VOCs ND BCC or ND GP-1-22 (9-11')
Metals PCBs = Polychlorinated biphenyls
PNAs ND 9/21/2022 Building #1
16,765 SF PFAS = Per- and polyfluoroalkyl substances
Metals BCC or ND VOCs ND
2-METH = 2-Methylnaphthalene
PNAs ND
Building #2 N = Naphthalene
GP-34-22 (2-3') GP-37-22 (9-10')
Mercury ND 12,742 SF X = Xylene
11/1/2022 11/1/2022
VOCs ND VOCs ND BCC = Below Cleanup Criteria
PNAs BCC or ND PNAs ND VP-40-22 ND = Non-detect
Arsenic 4,600* Metals BCC or ND NOTES:
Mercury 200 1) Analytical Results Compared to EGLE Part 201 Cleanup Criteria Requirements for Response Activity/Part 213 Risk-
WASHINGTON AVE
Remaining Based Screening Levels and Site Specific Target Levels (SSTLs) for Residential and Nonresidential Soil
BCC or ND
Metals 2) PFAS results in nanograms per kilogram (ng/kg). All other results in micrograms per kilogram (µg/kg).
³
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
FORMER SHAW WALKER
LEGEND
FURNITURE COMPANY
&
> Soil Boring Subject Parcel Boundary Truck Well 965 W WESTERN AVE,
MUSKEGON, MI
@
? Soil Boring/Temporary Well Associated Former Shaw Walker Parcel Boundaries Former Site Features
SOIL ANALYTICAL MAP
Vapor Pin Buried Box Drain Site Buildings FEET
100 50 0 100 200 300
&
> Historical Soil Boring Elevator JOB NO.: 9657
BY: LJC DATE: 6/6/2023
NOTE: BUILDING AREAS SHOWN ARE APPROXIMATE FOOTPRINT AREAS AND 1 INCH = 100 FEET
DO NOT REPRESENT TOTAL BUILDING SQUARE FOOTAGE. FIGURE 4
Page 64 of 334
TW-12
VP-44-22
@
? @
? 9-14'
GP-33-22/TW-28 GP-32-22/TW-27 GP-12-22/TW-12 9/23/2022
VP-42-22 @
? MW-8S
VOCs ND
VP-43-22 VP-12-22 VP-11-22
@A
A @ MW-8D W WE MW-8S
STER
N AVE
9/14/1995 5/29/1997
@
? GP-4-22/TW-4
VC 9.4 3.6
FRANKLIN ST
VP-15-22
GP-18 VP-10-22 VP-14-22
GP-27-22/TW-24
&
>
VP-45-22 Building #6 @
? GP-26-22/TW-23
MW-8D
21,940 SF
PARCEL #1 @
? GP-25-22/TW-22
?@
VP-13-22 VP-17-22 10/27/1993
&
> 965 W WESTERN AVE TCE 7.1
GP-5-22/TW-5
GP-34-22 PIN: 61-24-205-468-0001-10 VP-9-22 VP-16-22
VP-7-22 VP-8-22 @
? & GP-28-22
> GP-30-22/TW-26
@
? @
? GP-24-22
GP-37-22/TW-30 @
? VP-18-22
&
>
VP-1-22 GP-7-22/TW-7
@
? Building #7
GP-3-22/TW-3
GP-31-22
86,844 SF GP-29-22/TW-25
VP-20-22 & PARCEL
> #2 GP-23-22/TW-21
VP-6-22 @
?
VP-46-22 GP-2-22/TW-2 GP-8-22/TW-8 920 WASHINGTON AVE @TW-4
?
VP-2-22 @
? VP-19-22 @
? VP-41-22 PIN: 61-24-205-467-0001-00
10-15'
GP-19-22/TW-18 GP-18-22
GP-6-22/TW-6 VP-5-22
VP-21-22 @
? & 9/21/2022
>
GP-35-22/TW-29
@
? SB-98-16 Building #5
@
? VP-47-22 &
>
GP-17
GP-1-22/TW-1 VP-3-22
&
>
VP-36-22 15,919 SF
Building #4
VOCs ND
VP-4-22 9,789 SF
& GP-36-22
> @
GP-9-22/TW-9 GP-20-22
? GP-22-22/TW-20
@
? &
> VP-22-22
@
? VP-50-22
VP-23-22 TW-5 VP-49-22 VP-48-22
TW-28 MI
TW-27CHIGAN AVE GP-14-22/TW-14
MW-6D 8-13'
@A
A
9/21/2022
8-13' @
? @ MW-6S GP-16-22/TW-16
VOCs GP-21-22/TW-19
@
?
9-14' ND
11/1/2022 11/1/2022 GP-13-22/TW-13 A@ MW-10 VP-24-22 @
PNAs ? ND
VP-27-22
@
?
VOCs ND VOCs ND @
? PCBs ND GP-10-22/TW-10 GP-11-22/TW-11
VP-25-22 VP-26-22
@
DIVISION ST
PNAs ND PNAs ND ?
Metals ND VP-28-22 VP-52-22
Metals ND VP-29-22
VP-53-22
TW-3 VP-51-22
TW-1 PARCEL #3 TW-2 10-15' VP-32-22 PARCEL #4
9/21/2022
930 WASHINGTON AVE
HUDSON ST
10-15' 10-15' VP-30-22
VOCs
VP-31-22
BCC or ND
DATA LEGEND
1330 DIVISION ST
9/21/2022 PIN: 61-24-855-000-0000-00
9/21/2022 Bold value indicates a concentration above laboratory method detection limits
PIN: 61-24-205-466-0001-00
VOCs ND VOCs ND
PNAs Building #3 ND Shaded value indicates a constituent above Drinking Water (DW) Criteria
53,719 SF
PNAs ND Italicized value indicates a constituent above Groundwater Surface Water (GSI) Criteria
GP-15-22/TW-15 VP-33-22
VP-34-22
TW-29 @
? GP-17-22/TW-17 VP-35-22 Red value indicates a constituent above Non-Residential or Residential Volatilization to
8-13' TW-30
VP-37-22
@
? Indoor Air Pathway (VIAP) Site-Specific Target Levels (SSTLs).
VP-54-22 VP-55-22
11/1/2022 8-13' VP-38-22 VP-39-22 @ A
A @ MW-7D
TW-6 VOCs = Volatile Organic Compounds
VOCs ND 11/1/2022 MW-7S
6-11' PNAs = Polynuclear Aromatic Hydrocarbons
PNAs ND VOCs BCC or ND Building #1
9/22/202216,765 SF PCBs = Polychlorinated biphenyls
Metals ND PNAs ND
VOCs ND PFAS = Per- and polyfluoroalkyl substances
PNAs ND Building #2
VC = Vinyl Chloride
12,742 SF
TCE = Trichloroethylene
BCC = Below Cleanup Criteria
ND = Non-detect
VP-40-22
NOTES:
1) Analytical results compared to Part 201 Cleanup Criteria Requirements for Response Activity/Part 213 Risk-Based
WASHINGTON AVE Screening Levels for Residential and Nonresidential Groundwater
2) PFAS results in nanograms per liter (ng/L). All other results
© 2023in micrograms per ©liter (µg/L)
³
Microsoft Corporation 2023 Maxar ©CNES (2023) Distribution Airbus DS
FORMER SHAW WALKER
LEGEND
FURNITURE COMPANY
&
> Soil Boring Subject Parcel Boundary Truck Well 965 W WESTERN AVE,
MUSKEGON, MI
@
? Soil Boring/Temporary Well Associated Former Shaw Walker Parcel Boundaries Former Site Features
GROUNDWATER
Vapor Pin Buried Box Drain Site Buildings FEET ANALYTICAL MAP
100 50 0 100 200 300 JOB NO.: 9657
@
A Monitoring Wells (Abonmarche, 1993-95) Elevator
BY: LJC DATE: 6/6/2023
NOTE: BUILDING AREAS SHOWN ARE APPROXIMATE FOOTPRINT AREAS AND 1 INCH = 100 FEET
DO NOT REPRESENT TOTAL BUILDING SQUARE FOOTAGE. FIGURE 5
Page 65 of 334
VP-44-22 VP-42-22
@
? @
? 11/7/2022
VP-11-22
GP-33-22/TW-28 GP-32-22/TW-27 GP-12-22/TW-12 9/29/2022
T 53 VP-12-22 VP-43-22
VP-42-22 @
? I 43
VP-43-22 VP-12-22 VP-11-22 Remaining TO-15
W ND
WE Remaining TO-15
9/29/2022 11/7/2022
STER ND
N AVE
TO-15 ND PCE 41
@ GP-4-22/TW-4
? Remaining TO-15 ND
FRANKLIN ST
VP-15-22
GP-18 VP-10-22 VP-14-22
GP-27-22/TW-24
&
>
VP-45-22 Building #6 @
? VP-10-22
GP-26-22/TW-23
21,940 SF
PARCEL #1 VP-13-22
@
? GP-25-22/TW-22
9/29/2022
&
> 965 W WESTERN AVE
VP-13-22 VP-17-22 9/29/2022
A @
? 130
VP-18-22
GP-5-22/TW-5 A 270 9/30/2022
GP-34-22 PIN: 61-24-205-468-0001-10 VP-9-22 VP-16-22 I 47
VP-45-22 VP-7-22 VP-8-22 @
? 2-B >& GP-28-22 GP-30-22/TW-26
75 TCE 20
@ I
? ?@49 TCE 1.9
GP-24-22
11/7/2022 GP-37-22/TW-30 @
? VP-18-22
&
Remaining TO-15 > ND
TCF 36
VP-1-22 GP-7-22/TW-7
TO-15 ND @
? Building #7
GP-3-22/TW-3 TCE 3.4
GP-31-22
Remaining TO-15 ND
86,844 SF GP-29-22/TW-25
VP-20-22 Remaining TO-15 ND PAH ND
&
> PARCEL #2 GP-23-22/TW-21
VP-6-22 @
?
VP-46-22 GP-2-22/TW-2 GP-8-22/TW-8 920 WASHINGTON AVE @
?
VP-2-22 @
? VP-19-22 @
? VP-41-22 PIN: 61-24-205-467-0001-00
GP-19-22/TW-18 GP-18-22
GP-6-22/TW-6 VP-5-22 VP-8-22 VP-9-22
VP-21-22
VP-7-22 @
? &
>
GP-35-22/TW-29
@
? SB-98-16 Building #5 9/29/2022 9/29/2022
@
? VP-47-22 &
>
GP-17
GP-1-22/TW-1 VP-3-22
&
>
VP-36-22 15,919 SF
Building #49/29/2022
A 320 A 200
VP-4-22 9,789 SF
PCE 99
& GP-36-22
> @
GP-9-22/TW-9 GP-20-22I
? GP-22-22/TW-20 91 I 72
@
?
1,1,1-TCE VP-22-22 & 85
>
PCE ?@ 78
VP-50-22 TCE 3.1
VP-23-22 TCE 20 VP-49-22 VP-48-22
Remaining TO-15 ND
MICHIGAN AVE Remaining TO-15 ND TCE 62
GP-14-22/TW-14 Remaining TO-15 ND PAH ND
@
? GP-16-22/TW-16
GP-21-22/TW-19
VP-46-22 VP-1-22 VP-24-22 @
? @
? VP-27-22
GP-13-22/TW-13
@
?
11/7/2022 9/28/2022 @
? VP-19-22 GP-10-22/TW-10 GP-11-22/TW-11
CHF 5.9 VP-25-22 VP-26-22
@
DIVISION ST
TO-15 ND
9/30/2022 ?
Remaining TO-15 ND VP-28-22 VP-52-22
VP-29-22 CHF 15 VP-53-22
Remaining TO-15 ND VP-51-22
VP-2-22 PARCEL #3 VP-32-22 DATA LEGEND PARCEL #4
VP-47-22 930 WASHINGTON AVE
HUDSON ST
9/28/2022 VP-30-22 VP-31-22 1330 DIVISION
Yellow value indicates constituent ST
above Residential Site-Specific
11/7/2022 A 67 PIN: 61-24-855-000-0000-00
TO-15 ND Building #3 VP-36-22 PIN: 61-24-205-466-0001-00
Volatilization to Indoor Air Criteria (SSVIAC).
TCE 6.1 53,719 SF 9/30/2022
Remaining TO-15 ND GP-15-22/TW-15 VP-33-22 1,1,1-TCE = 1,1,1-Trichloroethane CHM = Chloromethane
VP-6-22 A
VP-34-22
72
PAH ND @
? GP-17-22/TW-17
9/29/2022 Remaining
VP-35-22
TO-15 ND 1,2,4-TMB = 1,2,4-Trimethylbenzene I = Isopropanol
Mercury ND
VP-37-22
@
? PAH ND VP-54-22 VP-55-22
1,3,5-TMB = 1,3,5-Trimethylbenzene N = Naphthalene
CHF
VP-38-22 19
VP-39-22
I 36 Mercury ND 2-B = 2-Butanone PCE = Tetrachloroethene
VP-44-22 VP-3-22
Remaining TO-15 ND 2-METH = 2-Methylnaphthalene Ph = Phenanthrene
11/7/2022 9/28/2022 Building #1
16,765 SF
A = Acetone T = Toluene
A 76 TO-15 ND
ACP = Acenaphthene TCE = Trichloroethene
CHM 12 PAH ND
VP-4-22 VP-5-22Building #2 B = Benzene TCF = Trichlorofluoromethane
T 200 12,742 SF
9/28/2022 9/28/2022 CD = Carbon Disulfide TetHD = Tetrahydrofuran
1,2,4-TMB 33
A 66 CHF 11 CHF = Chloroform X = Xylenes
X 170
I 31 I 44 ND = Non-detect
Remaining TO-15 ND VP-40-22
PCE 110 TCE 420
TCE 540 Remaining TO-15 ND Notes:
Remaining TO-15 ND 1) Only VPs with detections above laboratory detection limits are shown
PAH WASHNDINGTON AVE 2) All Results in µg/m3 © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
³
FORMER SHAW WALKER
LEGEND
FURNITURE COMPANY
&
> Soil Boring Associated Former Shaw Walker Parcel Boundaries Former Site Features 965 W WESTERN AVE,
MUSKEGON, MI
@
? Soil Boring/Temporary Well Buried Box Drain Site Buildings
FEET VAPOR ANALYTICAL MAP
Vapor Pin Elevator
100 50 0 100 200 300
Subject Parcel Boundary Truck Well JOB NO.: 9657
BY: LJC DATE: 6/7/2023
NOTE: BUILDING AREAS SHOWN ARE APPROXIMATE FOOTPRINT AREAS AND 1 INCH = 100 FEET
DO NOT REPRESENT TOTAL BUILDING SQUARE FOOTAGE. FIGURE 6
Page 66 of 334
APPENDIX 3
ANALYTICAL SUMMARY TABLES
Page 67 of 334
Table 1 ‐ Soil Analytical
Shaw Walker, Muskegon, Michigan
Residential
Sample Location GP‐1‐22 (9‐11') GP‐2‐22 (9‐11') GP‐3‐22 (8‐10') GP‐4‐22 (9‐11') GP‐5‐22 (9‐11') GP‐6‐22 (5‐6.5') GP‐12‐22 (9‐11')
Groundwater
Statewide
Chemical Surface Water
Default Drinking Water
Constituent Abstract Service Interface Direct Contact Site‐Specific Volatilization Collection Date 9/21/2022 9/21/2022 9/21/2022 9/21/2022 9/21/2022 9/22/2022 9/23/2022
Background Protection
Number Protection Criteria to Indoor Air Criteria
Levels Criteria
Criteria
Depth 9‐11' 9‐11' 8‐10' 9‐11' 9‐11' 5‐6.5' 9‐11'
Volatiles
Acetone (I) 67‐64‐1 NA 34,000 15,000 2.3E+7 2.6E+05 (EE)st <1,000 <1,000 <1,000 <1,000 <1,000 <1,000 <1,000
Acrylonitrile (I) 107‐13‐1 NA 100 (M); 40 100 (M); 52 16,000 NA <130 <110 <110 <120 <100 <110 <110
Benzene (I) 71‐43‐2 NA 4,000 (X) 100 1.8E+5 1.7 (M)ca <50 <50 <50 <50 <50 <50 <50
Bromobenzene (I) 108‐86‐1 NA NA 550 5.4E+5 NA <100 <100 <100 <100 <100 <100 <100
Bromochloromethane 74‐97‐5 NA <100 <100 <100 <100 <100 <100 <100
Bromodichloromethane 75‐27‐4 NA ID 1,600 (W) 1.1E+5 0.61 (M)ca <100 <100 <100 <100 <100 <100 <100
Bromoform 75‐25‐2 NA ID 1,600 (W) 8.2E+5 NA <130 <110 <110 <120 <100 <110 <110
Bromomethane 74‐83‐9 NA 100 200 3.2E+5 NA <200 <200 <200 <200 <200 <200 <200
2‐Butanone (MEK) (I) 78‐93‐3 NA 44,000 2.6E+5 1.2E+8 (C,DD) NA <750 <750 <750 <750 <750 <750 <750
n‐Butylbenzene 104‐51‐8 NA ID 1,600 2.5E+6 560nc <63 <53 <57 <58 <51 <55 <57
sec‐Butylbenzene 135‐98‐8 NA ID 1,600 2.5E+6 3,800nc <50 <50 <50 <50 <50 <50 <50
tert‐Butylbenzene (I) 98‐06‐6 NA ID 1,600 2.5E+6 0.64 (M)nc <50 <50 <50 <50 <50 <50 <50
Carbon disulfide (I,R) 75‐15‐0 NA ID 16,000 7.2E+6 (C,DD) 52 (M)nc <250 <250 <250 <250 <250 <250 <250
Carbon tetrachloride 56‐23‐5 NA 760 (X) 100 96,000 NA <63 <53 <57 <58 <51 <55 <57
Chlorobenzene (I) 108‐90‐7 NA 500 2,000 4.3E+6 (C) NA <50 <50 <50 <50 <50 <50 <50
Chloroethane 75‐00‐3 NA 22,000 (X) 8,600 2.6E+6 (C) 330nc <250 <250 <250 <250 <250 <250 <250
Chloroform 67‐66‐3 NA 7,000 1,600 (W) 1.2E+6 0.26 (M)ca <50 <50 <50 <50 <50 <50 <50
Chloromethane (I) 74‐87‐3 NA ID 5,200 1.6E+6 (C) NA <250 <250 <250 <250 <250 <250 <250
o‐Chlorotoluene (I) 95‐49‐8 NA ID 3,300 4.5E+6 (C) NA <50 <50 <50 <50 <50 <50 <50
Dibromochloromethane 124‐48‐1 NA ID 1,600 (W) 1.1E+5 NA <130 <110 <110 <120 <100 <110 <110
Dibromochloropropane 96‐12‐8 NA ID 10 (M); 4.0 4,400 (C) NA <250 <250 <250 <250 <250 <250 <250
Dibromomethane 74‐95‐3 NA NA 1,600 2.5E+6 (C) NA <250 <250 <250 <250 <250 <250 <250
1,2‐Dichlorobenzene 95‐50‐1 NA 280 14,000 1.9E+7 (C) NA <100 <100 <100 <100 <100 <100 <100
1,3‐Dichlorobenzene 541‐73‐1 NA 680 170 2.0E+5 (C) NA <100 <100 <100 <100 <100 <100 <100
1,4‐Dichlorobenzene 106‐46‐7 NA 360 1,700 4.0E+5 NA <100 <100 <100 <100 <100 <100 <100
Dichlorodifluoromethane 75‐71‐8 NA ID 95,000 5.2E+7 (C) NA <250 <250 <250 <250 <250 <250 <250
1,1‐Dichloroethane 75‐34‐3 NA 15,000 18,000 2.7E+7 (C) 2.6 (M)ca <50 <50 <50 <50 <50 <50 <50
1,2‐Dichloroethane (I) 107‐06‐2 NA 7,200 (X) 100 91,000 0.82 (M)ca <63 <53 <57 <58 <51 <55 <57
cis‐1,2‐Dichloroethylene 156‐59‐2 NA 12,000 1,400 2.5E+6 (C) 12 (M)nc <50 <50 <50 <50 <50 <50 <50
trans‐1,2‐Dichloroethylene 156‐60‐5 NA 30,000 (X) 2,000 3.8E+6 (C) 2.1 (M)nc <50 <50 <50 <50 <50 <50 <50
1,1‐Dichloroethylene (I) 75‐35‐4 NA 2,600 140 2.0E+5 12 (M)nc <50 <50 <50 <50 <50 <50 <50
1,2‐Dichloropropane (I) 78‐87‐5 NA 4,600 (X) 100 1.4E+5 NA <63 <53 <57 <58 <51 <55 <57
cis‐1,3‐Dichloropropylene 10061‐01‐5 NA <63 <53 <57 <58 <51 <55 <57
trans‐1,3‐Dichloropropylene 10061‐02‐6 NA <63 <53 <57 <58 <51 <55 <57
Ethylbenzene (I) 100‐41‐4 NA 360 1,500 2.2E+7 (C) 12 (M)ca <50 <50 <50 <50 <50 <50 <50
Ethylene dibromide 106‐93‐4 NA 110 (X) 20 (M); 1.0 92 7.4E‐02 (M)ca <50 <50 <50 <50 <50 <50 <50
2‐Hexanone 591‐78‐6 NA ID 20,000 3.2E+7 (C) NA <2,500 <2,500 <2,500 <2,500 <2,500 <2,500 <2,500
Isopropyl benzene 98‐82‐8 NA 3,200 91,000 2.5E+7 (C) 3.8 (M)ca <250 <250 <250 <250 <250 <250 <250
4‐Methyl‐2‐pentanone (MIBK) (I) 108‐10‐1 NA ID 36,000 5.6E+7 (C) 3.8 (M)ca <2,500 <2,500 <2,500 <2,500 <2,500 <2,500 <2,500
Methylene chloride 75‐09‐2 NA 30,000 (X) 100 1.3E+6 3,300 (EE)st <100 <100 <100 <100 <100 <100 <100
Methyl‐tert‐butyl ether (MTBE) 1634‐04‐4 NA 1.4E+5 (X) 800 1.5E+6 74 (M)ca <250 <250 <250 <250 <250 <250 <250
Naphthalene 91‐20‐3 NA 730 35,000 1.6E+7 67 (M)ca <330 <330 <330 <330 <330 <330 <330
n‐Propylbenzene (I) 103‐65‐1 NA ID 1,600 2.5E+6 1,800 (DD)dev <100 <100 <100 <100 <100 <100 <100
Styrene 100‐42‐5 NA 2,100 (X) 2,700 4.0E+5 150ca <50 <50 <50 <50 <50 <50 <50
1,1,1,2‐Tetrachloroethane 630‐20‐6 NA ID 1,500 4.8E+5 (C) NA <100 <100 <100 <100 <100 <100 <100
1,1,2,2‐Tetrachloroethane 79‐34‐5 NA 1,600 (X) 170 53,000 NA <63 <53 <57 <58 <51 <55 <57
Tetrachloroethylene 127‐18‐4 NA 1,200 (X) 100 2.0E+5 (C) 6.2 (M) (EE)st <50 <50 <50 <50 <50 <50 <50
Toluene (I) 108‐88‐3 NA 5,400 16,000 5.0E+7 (C) 3,700nc <50 <50 <50 <50 <50 <50 <50
1,2,4‐Trichlorobenzene 120‐82‐1 NA 5,900 (X) 4,200 9.9E+5 (DD) NA <250 <250 <250 <250 <250 <250 <250
1,1,1‐Trichloroethane 71‐55‐6 NA 1,800 4,000 5.0E+8 (C) 450 (EE)st <50 <50 <50 <50 <50 <50 <50
1,1,2‐Trichloroethane 79‐00‐5 NA 6,600 (X) 100 1.8E+5 0.37 (M)nc <63 <53 <57 <58 <51 <55 <57
Trichloroethylene 79‐01‐6 NA 4,000 (X) 100 1.1E+5 (DD) 0.33 (M) (DD)dev <50 <50 <50 <50 <50 <50 <50
Trichlorofluoromethane 75‐69‐4 NA NA 52,000 7.9E+7 (C) 19 (M)nc <100 <100 <100 <100 <100 <100 <100
1,2,3‐Trichloropropane 96‐18‐4 NA NA 840 1.3E+6 (C) NA <100 <100 <100 <100 <100 <100 <100
1,2,3‐Trimethylbenzene 526‐73‐8 270 (JT)nc <100 <100 <100 <100 <100 <100 <100
1,2,4‐Trimethylbenzene (I) 95‐63‐6 NA 570 2,100 3.2E+7 (C) 150 (JT)nc <100 <100 <100 <100 <100 <100 <100
1,3,5‐Trimethylbenzene (I) 108‐67‐8 NA 1,100 1,800 3.2E+7 (C) 100 (JT)nc <100 <100 <100 <100 <100 <100 <100
Total TMBs NA NA NA NA NA 100 (JT)nc <300 <300 <300 <300 <300 <300 <300
Vinyl chloride 75‐01‐4 NA 260 (X) 40 3,800 8.2E‐02 (MM) (M)mut <40 <40 <40 <40 <40 <40 <40
Xylenes (I) 1330‐20‐7 NA 980 5,600 4.1E+8 (C) 280 (J)nc <150 <150 <150 <150 <150 <150 <150
Semivolatiles
Acenaphthene 83‐32‐9 NA 8,700 3.0E+5 4.1E+7 2.1E+05nc <330 <330 <330 <330
Acenaphthylene 208‐96‐8 NA ID 5,900 1.6E+6 DATA <330 <330 <330 <330
Anthracene 120‐12‐7 NA ID 41,000 2.3E+8 1.3E+07nc <330 <330 <330 <330
Benzo(a)anthracene (Q) 56‐55‐3 NA NLL NLL 20,000 1.6E+05 (MM)mut <330 <330 <330 <330
Benzo(a)pyrene (Q) 50‐32‐8 NA NLL NLL 2,000 NA <330 <330 <330 <330
Benzo(b)fluoranthene (Q) 205‐99‐2 NA NLL NLL 20,000 NA <330 450 <330 <330
Benzo(g,h,i)perylene 191‐24‐2 NA NLL NLL 2.5E+6 NA <330 <330 <330 <330
Benzo(k)fluoranthene (Q) 207‐08‐9 NA NLL NLL 2.0E+5 NA <330 <330 <330 <330
Chrysene (Q) 218‐01‐9 NA NLL NLL 2.0E+6 NA <330 <330 <330 <330
Dibenzo(a,h)anthracene (Q) 53‐70‐3 NA NLL NLL 2,000 NA <330 <330 <330 <330
Fluoranthene 206‐44‐0 NA 5,500 7.3E+5 4.6E+7 NA <330 460 <330 <330
Fluorene 86‐73‐7 NA 5,300 3.9E+5 2.7E+7 4.7E+05nc <330 <330 <330 <330
Indeno(1,2,3‐cd)pyrene (Q) 193‐39‐5 NA NLL NLL 20,000 NA <330 <330 <330 <330
2‐Methylnaphthalene 91‐57‐6 NA 4,200 57,000 8.1E+6 1,700nc <330 <330 <330 <330 <330 <330 <330
Phenanthrene 85‐01‐8 NA 2,100 56,000 1.6E+6 1,700nc <330 <330 <330 <330
Pyrene 129‐00‐0 NA ID 4.8E+5 2.9E+7 2.5E+07nc <330 430 <330 <330
Metals
Arsenic 7440‐38‐2 5,800 4,600 4,600 7,600 NA
Barium (B) 7440‐39‐3 75,000 441,912 (G) 1.3E+6 3.7E+7 NA
Cadmium (B) 7440‐43‐9 1,200 3,000 (G,X) 6,000 5.5E+5 NA
Chromium, Total 7440‐47‐3 18,000 (total) 3,300 30,000 2.5E+6 NA
Chromium VI 18540‐29‐9 NA 3,300 30,000 2.5E+6 NA
Copper (B) 7440‐50‐8 32,000 72,945 (G) 5.8E+6 2.0E+7 NA
Lead (B) 7439‐92‐1 21,000 2,464,000 (G,X) 7.0E+5 4.0E+5 NA
Mercury, Total 7439‐97‐6 130 50 (M); 1.2 1,700 1.6E+5 22 (M)nc <50 <50 <50
Selenium (B) 7782‐49‐2 410 400 4,000 2.6E+6 NA
Silver (B) 7440‐22‐4 1,000 100 (M); 27 4,500 2.5E+6 NA
Zinc (B) 7440‐66‐6 47,000 165,237 (G) 2.4E+6 1.7E+8 NA
PCBs
PCB, Aroclor 1016 12674‐11‐2 NA <100
PCB, Aroclor 1221 11104‐28‐2 NA <100
PCB, Aroclor 1232 11141‐16‐5 NA <100
PCB, Aroclor 1242 53469‐21‐9 NA <100
PCB, Aroclor 1248 12672‐29‐6 NA <100
PCB, Aroclor 1254 11097‐69‐1 NA <100
PCB, Aroclor 1260 11096‐82‐5 NA <100
PCB, Aroclor 1262 37324‐23‐5 NA <100
PCB, Aroclor 1268 11100‐14‐4 NA <100
Polychlorinated biphenyls (PCBs) (J,T) 1336‐36‐3 NA NLL NLL (T) NA <100
NOTES:
1) Analytical Results Compared to EGLE Part 201 Cleanup Criteria Requirements for Response Activity/Part 213 Risk‐Based Screening Levels and Site Specific Target Levels (SSTLs) for Residential and Nonresidential Soil
2) All results in micrograms per kilogram (µg/kg).
3) Blank cell indicated that constituent was not analyzed.
4) Groundwater Surface Water Interface Protection Criteria values with footnote (G) were calculated with a hardness value of 150 mg CaCO3/L using EGLE's GSI‐GSIP Excel Calculator tool.
LEGEND:
Bold value indicates a concentration above laboratory method detection limits
Shaded value indicates a constituent above Drinking Water Protection (DWP) Criteria
Italicized value indicates a constituent above Groundwater Surface Water Protection (GSIP) Criteria
Red value indicates a constituent above Site‐Specific Volatilization to Indoor Air Criteria (SSVIAC)
Underlined value indicates a concentration that exceeds Direct Contact Criteria
* Indicates that constituent that meets or falls below Statewide Default Background Levels but exceeds Cleanup Criteria
Page 1 of 2
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Table 1 ‐ Soil Analytical ‐
Shaw Walker, Muskegon, Michigan
Residential
Sample Location GP‐32‐22 (10‐11') GP‐33‐22 (1.5‐2.5') GP‐34‐22 (2‐3') GP‐35‐22 (9‐10') GP‐36‐22 (10‐11') GP‐37‐22 (9‐10')
Groundwater
Statewide
Chemical Surface Water
Default Drinking Water
Constituent Abstract Service Interface Direct Contact Site‐Specific Volatilization Collection Date 11/1/2022 11/1/2022 11/1/2022 11/1/2022 11/1/2022 11/1/2022
Background Protection
Number Protection Criteria to Indoor Air Criteria
Levels Criteria
Criteria
Depth 10‐11' 1.5‐2.5' 2‐3' 9‐10' 10‐11' 9‐10'
Volatiles
Acetone (I) 67‐64‐1 NA 34,000 15,000 2.3E+7 2.6E+05 (EE)st <1000 <1000 <1000 <1000 <1000 <1000
Acrylonitrile (I) 107‐13‐1 NA 100 (M); 40 100 (M); 52 16,000 NA <100 <100 <100 <100 <100 <100
Benzene (I) 71‐43‐2 NA 4,000 (X) 100 1.8E+5 1.7 (M)ca <50 <50 <50 <50 <50 <50
Bromobenzene (I) 108‐86‐1 NA NA 550 5.4E+5 NA <100 <100 <100 <100 <100 <100
Bromochloromethane 74‐97‐5 NA <100 <100 <100 <100 <100 <100
Bromodichloromethane 75‐27‐4 NA ID 1,600 (W) 1.1E+5 0.61 (M)ca <100 <100 <100 <100 <100 <100
Bromoform 75‐25‐2 NA ID 1,600 (W) 8.2E+5 NA <100 <100 <100 <100 <100 <100
Bromomethane 74‐83‐9 NA 100 200 3.2E+5 NA <200 <200 <200 <200 <200 <200
2‐Butanone (MEK) (I) 78‐93‐3 NA 44,000 2.6E+5 1.2E+8 (C,DD) NA <750 <750 <750 <750 <750 <750
n‐Butylbenzene 104‐51‐8 NA ID 1,600 2.5E+6 560nc <50 <50 <50 <50 <50 <50
sec‐Butylbenzene 135‐98‐8 NA ID 1,600 2.5E+6 3,800nc <50 <50 <50 <50 <50 <50
tert‐Butylbenzene (I) 98‐06‐6 NA ID 1,600 2.5E+6 0.64 (M)nc <50 <50 <50 <50 <50 <50
Carbon disulfide (I,R) 75‐15‐0 NA ID 16,000 7.2E+6 (C,DD) 52 (M)nc <250 <250 <250 <250 <250 <250
Carbon tetrachloride 56‐23‐5 NA 760 (X) 100 96,000 NA <50 <50 <50 <50 <50 <50
Chlorobenzene (I) 108‐90‐7 NA 500 2,000 4.3E+6 (C) NA <50 <50 <50 <50 <50 <50
Chloroethane 75‐00‐3 NA 22,000 (X) 8,600 2.6E+6 (C) 330nc <250 <250 <250 <250 <250 <250
Chloroform 67‐66‐3 NA 7,000 1,600 (W) 1.2E+6 0.26 (M)ca <50 <50 <50 <50 <50 <50
Chloromethane (I) 74‐87‐3 NA ID 5,200 1.6E+6 (C) NA <250 <250 <250 <250 <250 <250
o‐Chlorotoluene (I) 95‐49‐8 NA ID 3,300 4.5E+6 (C) NA <50 <50 <50 <50 <50 <50
Dibromochloromethane 124‐48‐1 NA ID 1,600 (W) 1.1E+5 NA <100 <100 <100 <100 <100 <100
Dibromochloropropane 96‐12‐8 NA ID 10 (M); 4.0 4,400 (C) NA <250 <250 <250 <250 <250 <250
Dibromomethane 74‐95‐3 NA NA 1,600 2.5E+6 (C) NA <250 <250 <250 <250 <250 <250
1,2‐Dichlorobenzene 95‐50‐1 NA 280 14,000 1.9E+7 (C) NA <100 <100 <100 <100 <100 <100
1,3‐Dichlorobenzene 541‐73‐1 NA 680 170 2.0E+5 (C) NA <100 <100 <100 <100 <100 <100
1,4‐Dichlorobenzene 106‐46‐7 NA 360 1,700 4.0E+5 NA <100 <100 <100 <100 <100 <100
Dichlorodifluoromethane 75‐71‐8 NA ID 95,000 5.2E+7 (C) NA <250 <250 <250 <250 <250 <250
1,1‐Dichloroethane 75‐34‐3 NA 15,000 18,000 2.7E+7 (C) 2.6 (M)ca <50 <50 <50 <50 <50 <50
1,2‐Dichloroethane (I) 107‐06‐2 NA 7,200 (X) 100 91,000 0.82 (M)ca <50 <50 <50 <50 <50 <50
cis‐1,2‐Dichloroethylene 156‐59‐2 NA 12,000 1,400 2.5E+6 (C) 12 (M)nc <50 <50 <50 <50 <50 <50
trans‐1,2‐Dichloroethylene 156‐60‐5 NA 30,000 (X) 2,000 3.8E+6 (C) 2.1 (M)nc <50 <50 <50 <50 <50 <50
1,1‐Dichloroethylene (I) 75‐35‐4 NA 2,600 140 2.0E+5 12 (M)nc <50 <50 <50 <50 <50 <50
1,2‐Dichloropropane (I) 78‐87‐5 NA 4,600 (X) 100 1.4E+5 NA <50 <50 <50 <50 <50 <50
cis‐1,3‐Dichloropropylene 10061‐01‐5 NA <50 <50 <50 <50 <50 <50
trans‐1,3‐Dichloropropylene 10061‐02‐6 NA <50 <50 <50 <50 <50 <50
Ethylbenzene (I) 100‐41‐4 NA 360 1,500 2.2E+7 (C) 12 (M)ca <50 <50 <50 <50 <50 <50
Ethylene dibromide 106‐93‐4 NA 110 (X) 20 (M); 1.0 92 7.4E‐02 (M)ca <50 <50 <50 <50 <50 <50
2‐Hexanone 591‐78‐6 NA ID 20,000 3.2E+7 (C) NA <2500 <2500 <2500 <2500 <2500 <2500
Isopropyl benzene 98‐82‐8 NA 3,200 91,000 2.5E+7 (C) 3.8 (M)ca <250 <250 <250 <250 <250 <250
4‐Methyl‐2‐pentanone (MIBK) (I) 108‐10‐1 NA ID 36,000 5.6E+7 (C) 3.8 (M)ca <2500 <2500 <2500 <2500 <2500 <2500
Methylene chloride 75‐09‐2 NA 30,000 (X) 100 1.3E+6 3,300 (EE)st <110 <140 <130 <130 <130 <130
Methyl‐tert‐butyl ether (MTBE) 1634‐04‐4 NA 1.4E+5 (X) 800 1.5E+6 74 (M)ca <250 <250 <250 <250 <250 <250
Naphthalene 91‐20‐3 NA 730 35,000 1.6E+7 67 (M)ca <330 <330 <330 <330 <330 <330
n‐Propylbenzene (I) 103‐65‐1 NA ID 1,600 2.5E+6 1,800 (DD)dev <100 <100 <100 <100 <100 <100
Styrene 100‐42‐5 NA 2,100 (X) 2,700 4.0E+5 150ca <50 <50 <50 <50 <50 <50
1,1,1,2‐Tetrachloroethane 630‐20‐6 NA ID 1,500 4.8E+5 (C) NA <100 <100 <100 <100 <100 <100
1,1,2,2‐Tetrachloroethane 79‐34‐5 NA 1,600 (X) 170 53,000 NA <50 <50 <50 <50 <50 <50
Tetrachloroethylene 127‐18‐4 NA 1,200 (X) 100 2.0E+5 (C) 6.2 (M) (EE)st <50 <50 <50 <50 <50 <50
Toluene (I) 108‐88‐3 NA 5,400 16,000 5.0E+7 (C) 3,700nc <50 <50 <50 <50 <50 <50
1,2,4‐Trichlorobenzene 120‐82‐1 NA 5,900 (X) 4,200 9.9E+5 (DD) NA <250 <250 <250 <250 <250 <250
1,1,1‐Trichloroethane 71‐55‐6 NA 1,800 4,000 5.0E+8 (C) 450 (EE)st <50 <50 <50 <50 <50 <50
1,1,2‐Trichloroethane 79‐00‐5 NA 6,600 (X) 100 1.8E+5 0.37 (M)nc <50 <50 <50 <50 <50 <50
Trichloroethylene 79‐01‐6 NA 4,000 (X) 100 1.1E+5 (DD) 0.33 (M) (DD)dev <50 <50 <50 <50 <50 <50
Trichlorofluoromethane 75‐69‐4 NA NA 52,000 7.9E+7 (C) 19 (M)nc <100 <100 <100 <100 <100 <100
1,2,3‐Trichloropropane 96‐18‐4 NA NA 840 1.3E+6 (C) NA <100 <100 <100 <100 <100 <100
1,2,3‐Trimethylbenzene 526‐73‐8 270 (JT)nc <100 <100 <100 <100 <100 <100
1,2,4‐Trimethylbenzene (I) 95‐63‐6 NA 570 2,100 3.2E+7 (C) 150 (JT)nc <100 <100 <100 <100 <100 <100
1,3,5‐Trimethylbenzene (I) 108‐67‐8 NA 1,100 1,800 3.2E+7 (C) 100 (JT)nc <100 <100 <100 <100 <100 <100
Total TMBs NA NA NA NA NA 100 (JT)nc <300 <300 <300 <300 <300 <300
Vinyl chloride 75‐01‐4 NA 260 (X) 40 3,800 8.2E‐02 (MM) (M)mut <40 <40 <40 <40 <40 <40
Xylenes (I) 1330‐20‐7 NA 980 5,600 4.1E+8 (C) 280 (J)nc <150 <150 <150 <150 <150 <150
Semivolatiles
Acenaphthene 83‐32‐9 NA 8,700 3.0E+5 4.1E+7 2.1E+05nc <330 <330 <330 <330 <330 <330
Acenaphthylene 208‐96‐8 NA ID 5,900 1.6E+6 DATA <330 <330 <330 <330 <330 <330
Anthracene 120‐12‐7 NA ID 41,000 2.3E+8 1.3E+07nc <330 <330 <330 <330 <330 <330
Benzo(a)anthracene (Q) 56‐55‐3 NA NLL NLL 20,000 1.6E+05 (MM)mut <330 <330 450 <330 <330 <330
Benzo(a)pyrene (Q) 50‐32‐8 NA NLL NLL 2,000 NA <330 <330 500 <330 <330 <330
Benzo(b)fluoranthene (Q) 205‐99‐2 NA NLL NLL 20,000 NA <330 <330 670 <330 <330 <330
Benzo(g,h,i)perylene 191‐24‐2 NA NLL NLL 2.5E+6 NA <330 <330 350 <330 <330 <330
Benzo(k)fluoranthene (Q) 207‐08‐9 NA NLL NLL 2.0E+5 NA <330 <330 <330 <330 <330 <330
Chrysene (Q) 218‐01‐9 NA NLL NLL 2.0E+6 NA <330 <330 450 <330 <330 <330
Dibenzo(a,h)anthracene (Q) 53‐70‐3 NA NLL NLL 2,000 NA <330 <330 <330 <330 <330 <330
Fluoranthene 206‐44‐0 NA 5,500 7.3E+5 4.6E+7 NA <330 <330 840 <330 <330 <330
Fluorene 86‐73‐7 NA 5,300 3.9E+5 2.7E+7 4.7E+05nc <330 <330 <330 <330 <330 <330
Indeno(1,2,3‐cd)pyrene (Q) 193‐39‐5 NA NLL NLL 20,000 NA <330 <330 370 <330 <330 <330
2‐Methylnaphthalene 91‐57‐6 NA 4,200 57,000 8.1E+6 1,700nc <330 <330 <330 <330 <330 <330
Phenanthrene 85‐01‐8 NA 2,100 56,000 1.6E+6 1,700nc <330 <330 460 <330 <330 <330
Pyrene 129‐00‐0 NA ID 4.8E+5 2.9E+7 2.5E+07nc <330 <330 860 <330 <330 <330
Metals
Arsenic 7440‐38‐2 5,800 4,600 4,600 7,600 NA 420 800 4,600* 740 830 400
Barium (B) 7440‐39‐3 75,000 441,912 (G) 1.3E+6 3.7E+7 NA 2,300 24,000 67,000 1,900 6,500 4,300
Cadmium (B) 7440‐43‐9 1,200 3,000 (G,X) 6,000 5.5E+5 NA <50 110 190 <50 <50 <50
Chromium, Total 7440‐47‐3 18,000 (total) 3,300 30,000 2.5E+6 NA 2,000 7,000* 3,000 1,700 4,300* 2,900
Chromium VI 18540‐29‐9 NA 3,300 30,000 2.5E+6 NA
Copper (B) 7440‐50‐8 32,000 72,945 (G) 5.8E+6 2.0E+7 NA <1000 3,800 15,000 <1000 5,500 1,200
Lead (B) 7439‐92‐1 21,000 2,464,000 (G,X) 7.0E+5 4.0E+5 NA 1,400 25,000 72,000 <1000 4,900 <1000
Mercury, Total 7439‐97‐6 130 50 (M); 1.2 1,700 1.6E+5 22 (M)nc <50 410 200 <50 <50 <50
Selenium (B) 7782‐49‐2 410 400 4,000 2.6E+6 NA <200 <200 380 <200 <200 <200
Silver (B) 7440‐22‐4 1,000 100 (M); 27 4,500 2.5E+6 NA <100 190* <100 <100 <100 <100
Zinc (B) 7440‐66‐6 47,000 165,237 (G) 2.4E+6 1.7E+8 NA 3,300 70,000 79,000 3,200 6,800 4,600
PCBs
PCB, Aroclor 1016 12674‐11‐2 NA
PCB, Aroclor 1221 11104‐28‐2 NA
PCB, Aroclor 1232 11141‐16‐5 NA
PCB, Aroclor 1242 53469‐21‐9 NA
PCB, Aroclor 1248 12672‐29‐6 NA
PCB, Aroclor 1254 11097‐69‐1 NA
PCB, Aroclor 1260 11096‐82‐5 NA
PCB, Aroclor 1262 37324‐23‐5 NA
PCB, Aroclor 1268 11100‐14‐4 NA
Polychlorinated biphenyls (PCBs) (J,T) 1336‐36‐3 NA NLL NLL (T) NA
NOTES:
1) Analytical Results Compared to EGLE Part 201 Cleanup Criteria Requirements for Response Activity/Part 213 Risk‐Based Screening Levels and Site Specific Target Levels (SSTLs)
2) All results in micrograms per kilogram (µg/kg).
3) Blank cell indicated that constituent was not analyzed.
4) Groundwater Surface Water Interface Protection Criteria values with footnote (G) were calculated with a hardness value of 150 mg CaCO3/L using EGLE's GSI‐GSIP Excel Calcu
LEGEND:
Bold value indicates a concentration above laboratory method detection limits
Shaded value indicates a constituent above Drinking Water Protection (DWP) Criteria
Italicized value indicates a constituent above Groundwater Surface Water Protection (GSIP) Criteria
Red value indicates a constituent above Site‐Specific Volatilization to Indoor Air Criteria (SSVIAC)
Underlined value indicates a concentration that exceeds Direct Contact Criteria
* Indicates that constituent that meets or falls below Statewide Default Background Levels but exceeds Cleanup Criteria
Page 2 of 2
Page 69 of 334
Table 2 ‐ Groundwater Analytical
Shaw Walker, Muskegon, Michigan
Sample
TW‐1 TW‐2 TW‐3 TW‐4 TW‐5 TW‐6 TW‐12 TW‐27 TW‐28 TW‐29 TW‐30
Identification
Nonresidential Groundwater Surface Non‐Residential VIAP Flammability and
Chemical Abstract Residential Drinking
Constituent Drinking Water Water Interface SSTLs for Building #7 Water Solubility Explosivity Screening Collection Date 9/21/2022 9/21/2022 9/21/2022 9/21/2022 9/21/2022 9/22/2022 9/23/2022 11/1/2022 11/1/2022 11/1/2022 11/1/2022
Service Number Water Criteria
Criteria Criteria (Table 19) Level
Screen Interval 10‐15' 10‐15' 10‐15' 10‐15' 8‐13' 6‐11' 9‐14' 9‐14' 8‐13' 8‐13' 8‐13'
Volatiles
Acetone (I) 67‐64‐1 730 2,100 1,700 2.2E+08 (EE)st 1.0E+9 1.5E+7 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50
Acrylonitrile (I) 107‐13‐1 2.6 11 2.0 (M); 1.2 NA 7.50E+7 6.4E+6 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0
Benzene (I) 71‐43‐2 5.0 (A) 5.0 (A) 200 (X) 570ca 1.75E+6 68,000 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Bromobenzene (I) 108‐86‐1 18 50 NA NA 4.13E+5 ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Bromochloromethane 74‐97‐5 NA <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Bromodichloromethane 75‐27‐4 80 (A,W) 80 (A,W) ID 850nc 6.74E+6 ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Bromoform 75‐25‐2 80 (A,W) 80 (A,W) ID NA 3.10E+6 ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Bromomethane 74‐83‐9 10 29 5.0 (M); 4.2 NA 1.45E+7 ID <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
2‐Butanone (MEK) (I) 78‐93‐3 13,000 38,000 2,200 NA 2.40E+8 ID <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25
n‐Butylbenzene 104‐51‐8 80 230 ID 12,000 (S)sol NA ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 4.0
sec‐Butylbenzene 135‐98‐8 80 230 ID 18,000 (S)sol NA ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 1.5
tert‐Butylbenzene (I) 98‐06‐6 80 230 ID 33nc NA ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Carbon disulfide (I,R) 75‐15‐0 800 2,300 ID 25,000nc 1.19E+6 13,000 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Carbon tetrachloride 56‐23‐5 5.0 (A) 5.0 (A) 38 (X) NA 7.93E+5 ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Chlorobenzene (I) 108‐90‐7 100 (A) 100 (A) 25 NA 4.72E+5 1.6E+5 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Chloroethane 75‐00‐3 430 1,700 1,100 (X) 1.7E+05nc 5.74E+6 1.1E+5 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Chloroform 67‐66‐3 80 (A,W) 80 (A,W) 350 310ca 7.92E+6 ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Chloromethane (I) 74‐87‐3 260 1,100 ID 4,000nc 6.34E+6 36,000 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
o‐Chlorotoluene (I) 95‐49‐8 150 420 ID NA 3.73E+5 ID <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Dibromochloromethane 124‐48‐1 80 (A,W) 80 (A,W) ID NA 2.60E+6 ID <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Dibromochloropropane 96‐12‐8 0.2 (A) 0.2 (A) ID NA 1,230 NA <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Dibromomethane 74‐95‐3 80 230 NA NA 1.10E+7 ID <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
1,2‐Dichlorobenzene 95‐50‐1 600 (A) 600 (A) 13 NA 1.56E+5 NA <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,3‐Dichlorobenzene 541‐73‐1 6.6 19 28 NA 1.11E+5 ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,4‐Dichlorobenzene 106‐46‐7 75 (A) 75 (A) 17 NA 73,800 NA <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Dichlorodifluoromethane 75‐71‐8 1,700 4,800 ID NA 3.00E+5 ID <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
1,1‐Dichloroethane 75‐34‐3 880 2,500 740 2,700ca 5.06E+6 3.8E+5 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,2‐Dichloroethane (I) 107‐06‐2 5.0 (A) 5.0 (A) 360 (X) 840ca 8.52E+6 2.5E+6 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
cis‐1,2‐Dichloroethylene 156‐59‐2 70 (A) 70 (A) 620 1,200nc 3.50E+6 5.3E+5 <1.0 <1.0 1.1 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
trans‐1,2‐Dichloroethylene 156‐60‐5 100 (A) 100 (A) 1,500 (X) 5,100nc 6.30E+6 2.3E+5 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,1‐Dichloroethylene (I) 75‐35‐4 7.0 (A) 7.0 (A) 130 4,300nc 2.25E+6 97,000 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,2‐Dichloropropane (I) 78‐87‐5 5.0 (A) 5.0 (A) 230 (X) NA 2.80E+6 5.5E+5 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
cis‐1,3‐Dichloropropylene 10061‐01‐5 NA <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
trans‐1,3‐Dichloropropylene 10061‐02‐6 NA <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Ethylbenzene (I) 100‐41‐4 74 (E) 74 (E) 18 1,800ca 1.69E+5 43,000 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Ethylene dibromide 106‐93‐4 0.05 (A) 0.05 (A) 5.7 (X) 120ca 4.20E+6 ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
2‐Hexanone 591‐78‐6 1,000 2,900 ID NA 1.60E+7 NA <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50
Isopropyl benzene 98‐82‐8 800 2,300 28 400ca 56,000 29,000 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
4‐Methyl‐2‐pentanone (MIBK) (I) 108‐10‐1 1,800 5,200 ID 2.8E+06 (EE)st 2.00E+7 ID <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50
Methylene chloride 75‐09‐2 5.0 (A) 5.0 (A) 1,500 (X) NA 1.70E+7 ID <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Methyl‐tert‐butyl ether (MTBE) 1634‐04‐4 40 (E) 40 (E) 7,100 (X) 1.6E+05ca 4.68E+7 ID <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Naphthalene 91‐20‐3 520 1,500 11 3,000ca 31,000 NA <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
n‐Propylbenzene (I) 103‐65‐1 80 230 ID 52,000 (S) (DD)sol NA ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Styrene 100‐42‐5 100 (A) 100 (A) 80 (X) 23,000ca 3.10E+5 1.4E+5 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,1,1,2‐Tetrachloroethane 630‐20‐6 77 320 ID NA 1.10E+6 ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,1,2,2‐Tetrachloroethane 79‐34‐5 8.5 35 78 (X) NA 2.97E+6 ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Tetrachloroethylene 127‐18‐4 5.0 (A) 5.0 (A) 60 (X) 1,600 (EE)st 2.0E+5 ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Toluene (I) 108‐88‐3 790 (E) 790 (E) 270 5.3E+05 (S) (EE)sol 5.26E+5 61,000 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,2,4‐Trichlorobenzene 120‐82‐1 70 (A) 70 (A) 99 (X) NA 3.00E+5 NA <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
1,1,1‐Trichloroethane 71‐55‐6 200 (A) 200 (A) 89 2.1E+05 (EE)st 1.33E+6 ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,1,2‐Trichloroethane 79‐00‐5 5.0 (A) 5.0 (A) 330 (X) 200nc 4.42E+6 NA <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Trichloroethylene 79‐01‐6 5.0 (A) 5.0 (A) 200 (X) 110 (DD)dev 1.10E+6 ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Trichlorofluoromethane 75‐69‐4 2,600 7,300 NA 3,000nc 1.10E+6 ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,2,3‐Trichloropropane 96‐18‐4 42 120 NA NA 1.90E+6 NA <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,2,3‐Trimethylbenzene 526‐73‐8 20,000 (JT)nc <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,2,4‐Trimethylbenzene (I) 95‐63‐6 63 (E) 63 (E) 17 11,000 (JT)nc 55,890 56,000 (S) <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
1,3,5‐Trimethylbenzene (I) 108‐67‐8 72 (E) 72 (E) 45 7,900 (JT)nc 61,150 ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Vinyl chloride 75‐01‐4 2.0 (A) 2.0 (A) 13 (X) 140ca 2.76E+6 33,000 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Xylenes (I) 1330‐20‐7 280 (E) 280 (E) 49 30,000 (J)nc 1.86E+5 70,000 <3.0 <3.0 <3.0 <3.0 <3.0 <3.0 <3.0 <3.0 <3.0 <3.0 <3.0
Page 1 of 2
Page 70 of 334
Table 2 ‐ Groundwater Analytical
Shaw Walker, Muskegon, Michigan
Sample
TW‐1 TW‐2 TW‐3 TW‐4 TW‐5 TW‐6 TW‐12 TW‐27 TW‐28 TW‐29 TW‐30
Identification
Nonresidential Groundwater Surface Non‐Residential VIAP Flammability and
Chemical Abstract Residential Drinking
Constituent Drinking Water Water Interface SSTLs for Building #7 Water Solubility Explosivity Screening Collection Date 9/21/2022 9/21/2022 9/21/2022 9/21/2022 9/21/2022 9/22/2022 9/23/2022 11/1/2022 11/1/2022 11/1/2022 11/1/2022
Service Number Water Criteria
Criteria Criteria (Table 19) Level
Screen Interval 10‐15' 10‐15' 10‐15' 10‐15' 8‐13' 6‐11' 9‐14' 9‐14' 8‐13' 8‐13' 8‐13'
Semivolatiles
Acenaphthene 83‐32‐9 1,300 3,800 38 3,900 (S)sol 4,240 ID <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Acenaphthylene 208‐96‐8 52 150 ID 1,000 (CC)nc 3,930 ID <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Anthracene 120‐12‐7 43 (S) 43 (S) ID 43 (S)sol 43.4 ID <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Benzo(a)anthracene (Q) 56‐55‐3 2.1 8.5 ID 9.4 (S)sol 9.4 ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Benzo(a)pyrene (Q) 50‐32‐8 5.0 (A) 5.0 (A) ID NA 1.62 ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Benzo(b)fluoranthene (Q) 205‐99‐2 1.5 (S, AA) 1.5 (S, AA) ID NA 1.5 ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Benzo(g,h,i)perylene 191‐24‐2 1.0 (M); 0.26 (S) 1.0 (M); 0.26 (S) ID NA 0.26 ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Benzo(k)fluoranthene (Q) 207‐08‐9 1.0 (M); 0.8 (S) 1.0 (M); 0.8 (S) NA NA 0.8 ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Chrysene (Q) 218‐01‐9 1.6 (S) 1.6 (S) ID NA 1.6 ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Dibenzo(a,h)anthracene (Q) 53‐70‐3 2.0 (M); 0.21 2.0 (M); 0.85 ID NA 2.49 ID <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0
Fluoranthene 206‐44‐0 210 (S) 210 (S) 1.6 NA 206 ID <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Fluorene 86‐73‐7 880 2,000 (S) 12 25,000 (S)sol 1,980 ID <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Indeno(1,2,3‐cd)pyrene (Q) 193‐39‐5 2.0 (M); 0.022 (S) 2.0 (M); 0.022 (S) ID NA 0.022 ID <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0
2‐Methylnaphthalene 91‐57‐6 260 750 19 25,000 (S)sol 24,600 ID <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Phenanthrene 85‐01‐8 52 150 2.0 (M); 1.7 1,200 (S)sol 1,000 ID <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0
Pyrene 129‐00‐0 140 (S) 140 (S) ID 140 (S)sol 135 ID <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Metals
Arsenic 7440‐38‐2 10 (A) 10 (A) 10 NA NA ID <5.0 <5.0 <5.0
Barium (B) 7440‐39‐3 2,000 (A) 2,000 (A) 673.65 (G) NA NA ID <100 <100 <100
Cadmium (B) 7440‐43‐9 5.0 (A) 5.0 (A) 3.02 (G,X) NA NA ID <1.0 <1.0 <1.0
Chromium, Total 7440‐47‐3 100 (A) 100 (A) 11 NA NA ID <10 <10 <10
Copper (B) 7440‐50‐8 1,000 (E) 1,000 (E) 12.66 (G) NA NA ID <4.0 <4.0 <4.0
Lead (B) 7439‐92‐1 4.0 (L) 4.0 (L) 34.17 (G,X) NA NA ID <3.0 <3.0 <3.0
Mercury, Total 7439‐97‐6 2.0 (A) 2.0 (A) 0.0013 37nc 56 ID <0.20 <0.20 <0.20
Selenium (B) 7782‐49‐2 50 (A) 50 (A) 5.0 NA NA ID <5.0 <5.0 <5.0
Silver (B) 7440‐22‐4 34 98 0.2 (M); 0.06 NA NA ID <0.20 <0.20 <0.20
Zinc (B) 7440‐66‐6 2,400 5,000 (E) 166.57 (G) NA NA ID <50 <50 <50
PCBs
PCB, Aroclor 1016 12674‐11‐2 <0.39
PCB, Aroclor 1221 11104‐28‐2 <0.39
PCB, Aroclor 1232 11141‐16‐5 <0.39
PCB, Aroclor 1242 53469‐21‐9 <0.39
PCB, Aroclor 1248 12672‐29‐6 <0.39
PCB, Aroclor 1254 11097‐69‐1 <0.39
PCB, Aroclor 1260 11096‐82‐5 <0.39
PCB, Aroclor 1262 37324‐23‐5 <0.39
PCB, Aroclor 1268 11100‐14‐4 <0.39
Polychlorinated biphenyls (PCBs) (J,T) 1336‐36‐3 0.5 (A) 0.5 (A) 0.2 (M); 2.6E‐5 44.7 ID <0.39
Nonspecific Grouping
Cyanide, Total (P,R) CNTOTAL 200 (A) 200 (A) 5.2 NA ID
NOTES:
1) Analytical Results Compared to EGLE Part 201 Cleanup Criteria Requirements for Response Activity Residential Groundwater
2) All results in micrograms per liter (µg/L).
3) Letters in criteria columns refers to Footnotes of the Criteria tables.
4) Blank cell indicates that constituent was not analyzed.
5) TW‐13 had detected VOC(s) that were compared to the most restrictive Residential SSVIAC among Buildings #1, #3, and #5 (Table 1)
6) TW‐17 had detected VOCs that were compared to Residential SSVIAC for Building #3 (Table 6)
7) TW‐25 had detected VOCs that were compared to the most restrictive Residential SSVIAC among Buildings #4 and #6 (Table 15)
8) TW‐3 and TW‐30 had detetcted VOCs that were compared to Residential SSVIAC for Building 7 (Table 19)
LEGEND:
Bold value indicates a concentration above laboratory method detection limits
Shaded value indicates a constituent above Drinking Water (DW) Criteria
Italicized value indicates a constituent above Groundwater Surface Water (GSI) Criteria
Red value indicates a constituent above Site‐Specific Volatilization to Indoor Air Criteria (SSVIAC)
Page 2 of 2
Page 71 of 334
Table 3 ‐ Soil Gas Analytical
Shaw Walker, Muskegon, Michigan
Building 5
Building 7
Parcel 1
Chemical Abstract
Parameters Residential VIAP SSTLs Sample Location VP‐19‐22 VP‐36‐22 VP‐1‐22 VP‐2‐22 VP‐3‐22 VP‐4‐22
Service Number
Collection Date 9/30/2022 9/30/2022 9/28/2022 9/28/2022 9/28/2022 9/28/2022
Volatile Organic Compounds (VOCs)
Acetone 67‐64‐1 1.0E+06 (EE)st <57 72 <57 67 <57 66
Benzene 71‐43‐2 110ca <19 <19 <19 <19 <19 <19
Benzyl Chloride 100‐44‐7 NA <6.2 <6.2 <6.2 <6.2 <6.2 <6.2
Bromodichloromethane 75‐27‐4 48ca <8.0 <8.0 <8.0 <8.0 <8.0 <8.0
Bromoform 75‐25‐2 NA <62 <62 <62 <62 <62 <62
Bromomethane 74‐83‐9 NA <23 <23 <23 <23 <23 <23
1,3‐Butadiene 106‐99‐0 NA <2.7 <2.7 <2.7 <2.7 <2.7 <2.7
2‐Butanone 78‐93‐3 NA <35 <35 <35 <35 <35 <35
Carbon Disulfide 75‐15‐0 24,000nc <37 <37 <37 <37 <37 <37
Carbon Tetrachloride 56‐23‐5 NA <7.5 <7.5 <7.5 <7.5 <7.5 <7.5
Chlorobenzene 108‐90‐7 NA <28 <28 <28 <28 <28 <28
Chloroethane 75‐00‐3 1.4E+05nc <16 <16 <16 <16 <16 <16
Chloroform 67‐66‐3 37ca 15 <5.9 5.9 <5.9 <5.9 <5.9
Chloromethane 74‐87‐3 3,100nc <12 <12 <12 <12 <12 <12
Cyclohexane 110‐82‐7 2.1E+05nc <41 <41 <41 <41 <41 <41
Dibromochloromethane 124‐48‐1 NA <4.1 <4.1 <4.1 <4.1 <4.1 <4.1
1,2‐Dichlorobenzene 95‐50‐1 NA <36 <36 <36 <36 <36 <36
1,3‐Dichlorobenzene 541‐73‐1 NA <36 <36 <36 <36 <36 <36
1,4‐Dichlorobenzene 106‐46‐7 NA <36 <36 <36 <36 <36 <36
Dichlorodifluoromethane 75‐71‐8 NA <30 <30 <30 <30 <30 <30
1,1‐Dichloroethane 75‐34‐3 530ca <24 <24 <24 <24 <24 <24
1,2‐Dichloroethane 107‐06‐2 33ca <4.9 <4.9 <4.9 <4.9 <4.9 <4.9
1,1‐Dichloroethene 75‐35‐4 7,000nc <24 <24 <24 <24 <24 <24
cis‐1,2‐Dichloroethene 156‐59‐2 280nc <24 <24 <24 <24 <24 <24
trans‐1,2‐Dichloroethene 156‐60‐5 2,800nc <24 <24 <24 <24 <24 <24
1,2‐Dichloropropane 78‐87‐5 NA <28 <28 <28 <28 <28 <28
cis‐1,3‐Dichloropropene 10061‐01‐5 NA <27 <27 <27 <27 <27 <27
trans‐1,3‐Dichloropropene 10061‐02‐6 NA <27 <27 <27 <27 <27 <27
1,4‐Dioxane 123‐91‐1 NA <22 <22 <22 <22 <22 <22
Ethyl Acetate 141‐78‐6 NA <43 <43 <43 <43 <43 <43
Ethylbenzene 100‐41‐4 340ca <52 <52 <52 <52 <52 <52
Ethylene Dibromide 106‐93‐4 1.4ca <0.92 <0.92 <0.92 <0.92 <0.92 <0.92
n‐Heptane 142‐82‐5 1.2E+05nc <49 <49 <49 <49 <49 <49
Hexachlorobutadiene 87‐68‐3 NA <5.1 <5.1 <5.1 <5.1 <5.1 <5.1
n‐Hexane 110‐54‐3 24,000nc <42 <42 <42 <42 <42 <42
2‐Hexanone 591‐78‐6 NA <49 <49 <49 <49 <49 <49
Isopropanol 67‐63‐0 7,000nc <29 <29 <29 <29 <29 31
Methylene Chloride 75‐09‐2 NA <42 <42 <42 <42 <42 <42
2‐Methylnaphthalene 91‐57‐6 350nc <140 <140 <140 <140 <140 <140
4‐Methyl‐2‐pentanone 108‐10‐1 27,000 (EE)st <49 <49 <49 <49 <49 <49
MTBE 1634‐04‐4 3,300ca <22 <22 <22 <22 <22 <22
Naphthalene 91‐20‐3 25ca <19 <19 <19 <19 <19 <19
Styrene 100‐42‐5 1,500ca <51 <51 <51 <51 <51 <51
1,1,2,2‐Tetrachloroethane 79‐34‐5 NA <3.3 <3.3 <3.3 <3.3 <3.3 <3.3
Tetrachloroethene 127‐18‐4 1,400 (EE)st <41 <41 <41 <41 <41 110
Tetrahydrofuran 109‐99‐9 70,000nc <3.5 <3.5 <3.5 <3.5 <3.5 <3.5
Toluene 108‐88‐3 1.7E+05nc <23 <23 <23 <23 <23 <23
1,2,4‐Trichlorobenzene 120‐82‐1 NA <89 <89 <89 <89 <89 <89
1,1,1‐Trichloroethane 71‐55‐6 1.7E+05 (EE)st <33 <33 <33 <33 <33 <33
1,1,2‐Trichloroethane 79‐00‐5 7.0nc <6.5 <6.5 <6.5 <6.5 <6.5 <6.5
Trichloroethene 79‐01‐6 67 (DD)dev <1.6 <1.6 <1.6 6.1 <1.6 540
Trichlorofluoromethane 75‐69‐4 15,000nc <34 <34 <34 <34 <34 <34
1,1,2‐Trichlorotrifluoroethane 76‐13‐1 NA <46 <46 <46 <46 <46 <46
1,2,4‐Trimethylbenzene 95‐63‐6 2,100 (JT)nc <29 <29 <29 <29 <29 <29
1,3,5‐Trimethylbenzene 108‐67‐8 2,100 (JT)nc <29 <29 <29 <29 <29 <29
Vinyl Acetate 108‐05‐4 NA <42 <42 <42 <42 <42 <42
Vinyl Chloride 75‐01‐4 54 (MM)mut <15 <15 <15 <15 <15 <15
m&p‐Xylene 136777‐61‐2 NA <52 <52 <52 <52 <52 <52
o‐Xylene 95‐47‐6 NA <52 <52 <52 <52 <52 <52
Xylenes 1330‐20‐7 7,600 (J)nc <100 <100 <100 <100 <100 <100
Polynuclear Aromatic Hydrocarbons (PNAs)
Acenaphthene 83‐32‐9 7,300nc <5.0 <5.0 <5.0 <5.0
Acenaphthylene 208‐96‐8 7,300nc <5.0 <5.0 <5.0 <5.0
Anthracene 120‐12‐7 35,000nc <5.0 <5.0 <5.0 <5.0
Benzo(a)anthracene 56‐55‐3 5.8 (MM)mut <2.0 <2.0 <2.0 <2.0
Fluorene 86‐73‐7 4,900nc <5.0 <5.0 <5.0 <5.0
2‐Methylnaphthalene 91‐57‐6 350nc <5.0 <5.0 <5.0 <5.0
Naphthalene 91‐20‐3 25ca <5.0 <5.0 <5.0 <5.0
Phenanthrene 85‐01‐8 3.5nc <2.0 <2.0 <2.0 <2.0
Pyrene 129‐00‐0 3,500nc <5.0 <5.0 <5.0 <5.0
Mercury
Mercury 7439‐97‐6 10nc <0.48 <0.49
NOTES:
1) All results in micrograms percubic meter (µg/m^3).
2) Blank cell indicates that constituent was not analyzed.
LEGEND:
Bold value indicates a concentration above laboratory method detection limits
Yellow value indicates constituent above Residential Volatilization to Indoor Air Pathway (VIAP)
Site‐Specific Target Levels (SSTLs).
Page 1 of 3
Page 72 of 334
Table 3 ‐ Soil Gas Analytical
Shaw Walker, Muskegon, Michigan
Building 7
Chemical Abstract
Parameters Residential VIAP SSTLs Sample Location VP‐5‐22 VP‐6‐22 VP‐7‐22 VP‐8‐22 VP‐9‐22 VP‐10‐22 VP‐11‐22 VP‐12‐22
Service Number
Collection Date 9/28/2022 9/29/2022 9/29/2022 9/29/2022 9/29/2022 9/29/2022 9/29/2022 9/29/2022
Volatile Organic Compounds (VOCs)
Acetone 67‐64‐1 1.0E+06 (EE)st <57 <57 <57 320 200 130 <57 <57
Benzene 71‐43‐2 110ca <19 <19 <19 <19 <19 <19 <19 <19
Benzyl Chloride 100‐44‐7 NA <6.2 <6.2 <6.2 <6.2 <6.2 <6.2 <6.2 <6.2
Bromodichloromethane 75‐27‐4 48ca <8.0 <8.0 <8.0 <8.0 <8.0 <8.0 <8.0 <8.0
Bromoform 75‐25‐2 NA <62 <62 <62 <62 <62 <62 <62 <62
Bromomethane 74‐83‐9 NA <23 <23 <23 <23 <23 <23 <23 <23
1,3‐Butadiene 106‐99‐0 NA <2.7 <2.7 <2.7 <2.7 <2.7 <2.7 <2.7 <2.7
2‐Butanone 78‐93‐3 NA <35 <35 <35 <35 <35 <35 <35 <35
Carbon Disulfide 75‐15‐0 24,000nc <37 <37 <37 <37 <37 <37 <37 <37
Carbon Tetrachloride 56‐23‐5 NA <7.5 <7.5 <7.5 <7.5 <7.5 <7.5 <7.5 <7.5
Chlorobenzene 108‐90‐7 NA <28 <28 <28 <28 <28 <28 <28 <28
Chloroethane 75‐00‐3 1.4E+05nc <16 <16 <16 <16 <16 <16 <16 <16
Chloroform 67‐66‐3 37ca 11 19 <5.9 <5.9 <5.9 <5.9 <5.9 <5.9
Chloromethane 74‐87‐3 3,100nc <12 <12 <12 <12 <12 <12 <12 <12
Cyclohexane 110‐82‐7 2.1E+05nc <41 <41 <41 <41 <41 <41 <41 <41
Dibromochloromethane 124‐48‐1 NA <4.1 <4.1 <4.1 <4.1 <4.1 <4.1 <4.1 <4.1
1,2‐Dichlorobenzene 95‐50‐1 NA <36 <36 <36 <36 <36 <36 <36 <36
1,3‐Dichlorobenzene 541‐73‐1 NA <36 <36 <36 <36 <36 <36 <36 <36
1,4‐Dichlorobenzene 106‐46‐7 NA <36 <36 <36 <36 <36 <36 <36 <36
Dichlorodifluoromethane 75‐71‐8 NA <30 <30 <30 <30 <30 <30 <30 <30
1,1‐Dichloroethane 75‐34‐3 530ca <24 <24 <24 <24 <24 <24 <24 <24
1,2‐Dichloroethane 107‐06‐2 33ca <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9
1,1‐Dichloroethene 75‐35‐4 7,000nc <24 <24 <24 <24 <24 <24 <24 <24
cis‐1,2‐Dichloroethene 156‐59‐2 280nc <24 <24 <24 <24 <24 <24 <24 <24
trans‐1,2‐Dichloroethene 156‐60‐5 2,800nc <24 <24 <24 <24 <24 <24 <24 <24
1,2‐Dichloropropane 78‐87‐5 NA <28 <28 <28 <28 <28 <28 <28 <28
cis‐1,3‐Dichloropropene 10061‐01‐5 NA <27 <27 <27 <27 <27 <27 <27 <27
trans‐1,3‐Dichloropropene 10061‐02‐6 NA <27 <27 <27 <27 <27 <27 <27 <27
1,4‐Dioxane 123‐91‐1 NA <22 <22 <22 <22 <22 <22 <22 <22
Ethyl Acetate 141‐78‐6 NA <43 <43 <43 <43 <43 <43 <43 <43
Ethylbenzene 100‐41‐4 340ca <52 <52 <52 <52 <52 <52 <52 <52
Ethylene Dibromide 106‐93‐4 1.4ca <0.92 <0.92 <0.92 <0.92 <0.92 <0.92 <0.92 <0.92
n‐Heptane 142‐82‐5 1.2E+05nc <49 <49 <49 <49 <49 <49 <49 <49
Hexachlorobutadiene 87‐68‐3 NA <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1
n‐Hexane 110‐54‐3 24,000nc <42 <42 <42 <42 <42 <42 <42 <42
2‐Hexanone 591‐78‐6 NA <49 <49 <49 <49 <49 <49 <49 <49
Isopropanol 67‐63‐0 7,000nc 44 36 <29 91 72 47 43 <29
Methylene Chloride 75‐09‐2 NA <42 <42 <42 <42 <42 <42 <42 <42
2‐Methylnaphthalene 91‐57‐6 350nc <140 <140 <140 <140 <140 <140 <140 <140
4‐Methyl‐2‐pentanone 108‐10‐1 27,000 (EE)st <49 <49 <49 <49 <49 <49 <49 <49
MTBE 1634‐04‐4 3,300ca <22 <22 <22 <22 <22 <22 <22 <22
Naphthalene 91‐20‐3 25ca <19 <19 <19 <19 <19 <19 <19 <19
Styrene 100‐42‐5 1,500ca <51 <51 <51 <51 <51 <51 <51 <51
1,1,2,2‐Tetrachloroethane 79‐34‐5 NA <3.3 <3.3 <3.3 <3.3 <3.3 <3.3 <3.3 <3.3
Tetrachloroethene 127‐18‐4 1,400 (EE)st <41 <41 99 78 <41 <41 <41 <41
Tetrahydrofuran 109‐99‐9 70,000nc <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 <3.5
Toluene 108‐88‐3 1.7E+05nc <23 <23 <23 <23 <23 <23 <23 <23
1,2,4‐Trichlorobenzene 120‐82‐1 NA <89 <89 <89 <89 <89 <89 <89 <89
1,1,1‐Trichloroethane 71‐55‐6 1.7E+05 (EE)st <33 <33 85 <33 <33 <33 <33 <33
1,1,2‐Trichloroethane 79‐00‐5 7.0nc <6.5 <6.5 <6.5 <6.5 <6.5 <6.5 <6.5 <6.5
Trichloroethene 79‐01‐6 67 (DD)dev 420 <1.6 20 62 3.1 1.9 4.8 <1.6
Trichlorofluoromethane 75‐69‐4 15,000nc <34 <34 <34 <34 <34 <34 <34 <34
1,1,2‐Trichlorotrifluoroethane 76‐13‐1 NA <46 <46 <46 <46 <46 <46 <46 <46
1,2,4‐Trimethylbenzene 95‐63‐6 2,100 (JT)nc <29 <29 <29 <29 <29 <29 <29 <29
1,3,5‐Trimethylbenzene 108‐67‐8 2,100 (JT)nc <29 <29 <29 <29 <29 <29 <29 <29
Vinyl Acetate 108‐05‐4 NA <42 <42 <42 <42 <42 <42 <42 <42
Vinyl Chloride 75‐01‐4 54 (MM)mut <15 <15 <15 <15 <15 <15 <15 <15
m&p‐Xylene 136777‐61‐2 NA <52 <52 <52 <52 <52 <52 <52 <52
o‐Xylene 95‐47‐6 NA <52 <52 <52 <52 <52 <52 <52 <52
Xylenes 1330‐20‐7 7,600 (J)nc <100 <100 <100 <100 <100 <100 <100 <100
Polynuclear Aromatic Hydrocarbons (PNAs)
Acenaphthene 83‐32‐9 7,300nc <5.0
Acenaphthylene 208‐96‐8 7,300nc <5.0
Anthracene 120‐12‐7 35,000nc <5.0
Benzo(a)anthracene 56‐55‐3 5.8 (MM)mut <2.0
Fluorene 86‐73‐7 4,900nc <5.0
2‐Methylnaphthalene 91‐57‐6 350nc <5.0
Naphthalene 91‐20‐3 25ca <5.0
Phenanthrene 85‐01‐8 3.5nc <2.0
Pyrene 129‐00‐0 3,500nc <5.0
Mercury
Mercury 7439‐97‐6 10nc
NOTES:
1) All results in micrograms percubic meter (µg/m^3).
2) Blank cell indicates that constituent was not analyzed.
LEGEND:
Bold value indicates a concentration above laboratory method detection limits
Yellow value indicates constituent above Residential Volatilization to Indoor Air Pathway (VIAP)
Site‐Specific Target Levels (SSTLs).
Page 2 of 3
Page 73 of 334
Table 3 ‐ Soil Gas Analytical
Shaw Walker, Muskegon, Michigan
Buidling 7 Parcel 1 Parcel 1
Chemical Abstract
Parameters Residential VIAP SSTLs Sample Location VP‐13‐22 VP‐18‐22 VP‐42‐22 VP‐43‐22 VP‐44‐22 VP‐45‐22 VP‐46‐22 VP‐47‐22
Service Number
Collection Date 9/29/2022 9/30/2022 11/7/2022 11/7/2022 11/7/2022 11/7/2022 11/7/2022 11/7/2022
Volatile Organic Compounds (VOCs)
Acetone 67‐64‐1 1.0E+06 (EE)st 270 <57 <57 <57 76 <57 <57 <57
Benzene 71‐43‐2 110ca <19 <19 <19 <19 <19 <19 <19 <19
Benzyl Chloride 100‐44‐7 NA <6.2 <6.2 <6.2 <6.2 <6.2 <6.2 <6.2 <6.2
Bromodichloromethane 75‐27‐4 48ca <8.0 <8.0 <8.0 <8.0 <8.0 <8.0 <8.0 <8.0
Bromoform 75‐25‐2 NA <62 <62 <62 <62 <62 <62 <62 <62
Bromomethane 74‐83‐9 NA <23 <23 <23 <23 <23 <23 <23 <23
1,3‐Butadiene 106‐99‐0 NA <2.7 <2.7
2‐Butanone 78‐93‐3 NA 75 <35 <35 <35 <35 <35 <35 <35
Carbon Disulfide 75‐15‐0 24,000nc <37 <37 <37 <37 <37 <37 <37 <37
Carbon Tetrachloride 56‐23‐5 NA <7.5 <7.5 <7.5 <7.5 <7.5 <7.5 <7.5 <7.5
Chlorobenzene 108‐90‐7 NA <28 <28 <28 <28 <28 <28 <28 <28
Chloroethane 75‐00‐3 1.4E+05nc <16 <16 <16 <16 <16 <16 <16 <16
Chloroform 67‐66‐3 37ca <5.9 <5.9 <5.9 <5.9 <5.9 <5.9 <5.9 <5.9
Chloromethane 74‐87‐3 3,100nc <12 <12 <12 <12 12 <12 <12 <12
Cyclohexane 110‐82‐7 2.1E+05nc <41 <41
Dibromochloromethane 124‐48‐1 NA <4.1 <4.1 <4.1 <4.1 <4.1 <4.1 <4.1 <4.1
1,2‐Dichlorobenzene 95‐50‐1 NA <36 <36 <36 <36 <36 <36 <36 <36
1,3‐Dichlorobenzene 541‐73‐1 NA <36 <36 <36 <36 <36 <36 <36 <36
1,4‐Dichlorobenzene 106‐46‐7 NA <36 <36 <36 <36 <36 <36 <36 <36
Dichlorodifluoromethane 75‐71‐8 NA <30 <30 <30 <30 <30 <30 <30 <30
1,1‐Dichloroethane 75‐34‐3 530ca <24 <24 <24 <24 <24 <24 <24 <24
1,2‐Dichloroethane 107‐06‐2 33ca <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9
1,1‐Dichloroethene 75‐35‐4 7,000nc <24 <24 <24 <24 <24 <24 <24 <24
cis‐1,2‐Dichloroethene 156‐59‐2 280nc <24 <24 <24 <24 <24 <24 <24 <24
trans‐1,2‐Dichloroethene 156‐60‐5 2,800nc <24 <24 <24 <24 <24 <24 <24 <24
1,2‐Dichloropropane 78‐87‐5 NA <28 <28 <28 <28 <28 <28 <28 <28
cis‐1,3‐Dichloropropene 10061‐01‐5 NA <27 <27 <27 <27 <27 <27 <27 <27
trans‐1,3‐Dichloropropene 10061‐02‐6 NA <27 <27 <27 <27 <27 <27 <27 <27
1,4‐Dioxane 123‐91‐1 NA <22 <22 <22 <22 <22 <22 <22 <22
Ethyl Acetate 141‐78‐6 NA <43 <43
Ethylbenzene 100‐41‐4 340ca <52 <52 <52 <52 <52 <52 <52 <52
Ethylene Dibromide 106‐93‐4 1.4ca <0.92 <0.92 <0.92 <0.92 <0.92 <0.92 <0.92 <0.92
n‐Heptane 142‐82‐5 1.2E+05nc <49 <49
Hexachlorobutadiene 87‐68‐3 NA <5.1 <5.1
n‐Hexane 110‐54‐3 24,000nc <42 <42
2‐Hexanone 591‐78‐6 NA <49 <49 <49 <49 <49 <49 <49 <49
Isopropanol 67‐63‐0 7,000nc 49 <29
Methylene Chloride 75‐09‐2 NA <42 <42 <42 <42 <42 <42 <42 <42
2‐Methylnaphthalene 91‐57‐6 350nc <140 <140
4‐Methyl‐2‐pentanone 108‐10‐1 27,000 (EE)st <49 <49 <49 <49 <49 <49 <49 <49
MTBE 1634‐04‐4 3,300ca <22 <22 <22 <22 <22 <22 <22 <22
Naphthalene 91‐20‐3 25ca <19 <19 <19 <19 <19 <19 <19 <19
Styrene 100‐42‐5 1,500ca <51 <51 <51 <51 <51 <51 <51 <51
1,1,2,2‐Tetrachloroethane 79‐34‐5 NA <3.3 <3.3 <3.3 <3.3 <3.3 <3.3 <3.3 <3.3
Tetrachloroethene 127‐18‐4 1,400 (EE)st <41 <41 <41 41 <41 <41 <41 <41
Tetrahydrofuran 109‐99‐9 70,000nc <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 <3.5
Toluene 108‐88‐3 1.7E+05nc <23 <23 53 <23 200 <23 <23 <23
1,2,4‐Trichlorobenzene 120‐82‐1 NA <89 <89 <89 <89 <89 <89 <89 <89
1,1,1‐Trichloroethane 71‐55‐6 1.7E+05 (EE)st <33 <33 <33 <33 <33 <33 <33 <33
1,1,2‐Trichloroethane 79‐00‐5 7.0nc <6.5 <6.5 <6.5 <6.5 <6.5 <6.5 <6.5 <6.5
Trichloroethene 79‐01‐6 67 (DD)dev 3.4 20 <1.6 <1.6 <1.6 <1.6 <1.6 <1.6
Trichlorofluoromethane 75‐69‐4 15,000nc <34 36 <34 <34 <34 <34 <34 <34
1,1,2‐Trichlorotrifluoroethane 76‐13‐1 NA <46 <46
1,2,4‐Trimethylbenzene 95‐63‐6 2,100 (JT)nc <29 <29 <29 <29 33 <29 <29 <29
1,3,5‐Trimethylbenzene 108‐67‐8 2,100 (JT)nc <29 <29 <29 <29 <29 <29 <29 <29
Vinyl Acetate 108‐05‐4 NA <42 <42 <42 <42 <42 <42 <42 <42
Vinyl Chloride 75‐01‐4 54 (MM)mut <15 <15 <15 <15 <15 <15 <15 <15
m&p‐Xylene 136777‐61‐2 NA <52 <52
o‐Xylene 95‐47‐6 NA <52 <52
Xylenes 1330‐20‐7 7,600 (J)nc <100 <100 <100 <100 170 <100 <100 <100
Polynuclear Aromatic Hydrocarbons (PNAs)
Acenaphthene 83‐32‐9 7,300nc <5.0
Acenaphthylene 208‐96‐8 7,300nc <5.0
Anthracene 120‐12‐7 35,000nc <5.0
Benzo(a)anthracene 56‐55‐3 5.8 (MM)mut <2.0
Fluorene 86‐73‐7 4,900nc <5.0
2‐Methylnaphthalene 91‐57‐6 350nc <5.0
Naphthalene 91‐20‐3 25ca <5.0
Phenanthrene 85‐01‐8 3.5nc <2.0
Pyrene 129‐00‐0 3,500nc <5.0
Mercury
Mercury 7439‐97‐6 10nc
NOTES:
1) All results in micrograms percubic meter (µg/m^3).
2) Blank cell indicates that constituent was not analyzed.
LEGEND:
Bold value indicates a concentration above laboratory method detection limits
Yellow value indicates constituent above Residential Volatilization to Indoor Air Pathway (VIAP)
Site‐Specific Target Levels (SSTLs).
Page 3 of 3
Page 74 of 334
VP-44-22
@
? @
?
GP-33-22/TW-28 GP-32-22/TW-27 GP-12-22/TW-12
VP-42-22 @
?
VP-43-22 VP-12-22 VP-11-22
W WE
STER
@ GP-4-22/TW-4
? N AVE
FRANKLIN ST
VP-15-22
VP-10-22 VP-14-22
GP-27-22/TW-24
VP-45-22 Building #6 @
? GP-26-22/TW-23
21,940 SF
PARCEL #1 @
? GP-25-22/TW-22
&
> 965 W WESTERN AVE
VP-13-22 VP-17-22 @
?
GP-5-22/TW-5
GP-34-22 PIN: 61-24-205-468-0001-10 VP-9-22 VP-16-22
VP-7-22 VP-8-22 @
? & GP-28-22
> GP-30-22/TW-26
@GP-7-22/TW-7
? @
? GP-24-22
GP-37-22/TW-30 @
? VP-18-22
&
>
VP-1-22
@
? Building #7
GP-3-22/TW-3
GP-31-22
86,844 SF GP-29-22/TW-25
& PARCEL
> #2 GP-23-22/TW-21
VP-6-22 @
?
VP-46-22 GP-2-22/TW-2
VP-20-22
920 WASHINGTON AVE @
?
VP-2-22 @
? @
?
VP-19-22 GP-8-22/TW-8 PIN: 61-24-205-467-0001-00
GP-19-22/TW-18 GP-18-22
GP-6-22/TW-6 VP-5-22
Building #5 VP-21-22 @
? &
>
GP-35-22/TW-29
@
? 15,919 SF VP-41-22
@
? VP-47-22
GP-1-22/TW-1 VP-3-22 VP-36-22
VP-4-22
& GP-36-22
> GP-9-22/TW-9 Building #4 GP-20-22
@
? 9,789 SF VP-22-22 GP-22-22/TW-20
@
? &
> @
? VP-50-22
VP-23-22 VP-49-22 VP-48-22
MICHIGAN AVE GP-14-22/TW-14
@
? GP-16-22/TW-16
GP-21-22/TW-19
VP-24-22 @
? @
? VP-27-22
GP-13-22/TW-13
@
?
@
? GP-10-22/TW-10 GP-11-22/TW-11
VP-25-22 VP-26-22
@
DIVISION ST
?
VP-28-22 VP-52-22
VP-29-22
VP-53-22
VP-51-22
PARCEL #3 VP-32-22 PARCEL #4
930 WASHINGTON AVE
HUDSON ST
VP-30-22 VP-31-22 1330 DIVISION ST
PIN: 61-24-855-000-0000-00 PIN: 61-24-205-466-0001-00
Building #3
53,719 SF
GP-15-22/TW-15 VP-33-22
VP-34-22
@
? GP-17-22/TW-17 VP-35-22
VP-37-22
@
? VP-54-22 VP-55-22
VP-38-22 VP-39-22
Building #1
16,765 SF
Building #2
12,742 SF
VP-40-22
WASHINGTON AVE
³
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
FORMER SHAW WALKER
LEGEND
FURNITURE COMPANY
&
> Soil Boring Subject Parcel Boundary Former Site Features 920 WASHINGTON AVE,
MUSKEGON, MI
@
? Soil Boring/Temporary Well Associated Former Shaw Walker Parcel Boundaries Former Railroad Spur
SOIL BORING/TEMPORARY WELL/
Vapor Pin Elevator Site Buildings FEET VAPOR PIN LOCATION MAP
100 50 0 100 200 300
JOB NO.: 9657
BY: LJC DATE: 6/5/2023
NOTE: BUILDING AREAS SHOWN ARE APPROXIMATE FOOTPRINT AREAS AND 1 INCH = 100 FEET
DO NOT REPRESENT TOTAL BUILDING SQUARE FOOTAGE. FIGURE 3
Page 75 of 334
GP-27-22 (2-3') GP-7-22 (9-11') GP-26-22 (1-2') GP-25-22 (1-2')
VP-44-22 10/31/2022 9/22/2022 10/31/2022 10/31/2022
@
? @
? VOCs ND
GP-33-22/TW-28 GP-32-22/TW-27 GP-12-22/TW-12 PNAs ND PNAs ND N 300
VP-42-22 @
? Metals BCC or ND PNAs ND Chromium 11,900* PNAs BCC or ND
VP-43-22 VP-12-22 VP-11-22
GP-27-22 (8.5-9.5')
W WE Chromium 3,800* Remaining Chromium 3,790*
STER
BCC or ND
N AVE
Mercury ND Metals
@ GP-4-22/TW-4
10/31/2022 Mercury 1,472
GP-08
PNAs
? ND Cyanide ND GP-26-22 (9-10') Remaining
TB-01 9/14/95
FRANKLIN ST
8/31/87 VP-15-22 BCC or ND
0-4’ Metals VP-10-22
BCC or ND VP-14-22 PFAS ND 10/31/2022 Metals
CN: 400 (GSIP) Cr: 5,100* (GSIP) GP-27-22/TW-24 PNAs ND GP-25-22 (7.5-8.5')
VP-45-22 Building #6 @
? GP-26-22/TW-23 Chromium 16,900* 10/31/2022
21,940 SF
PARCEL #1
GP-07
@
? GP-25-22/TW-22 Remaining PNAs ND
&
> 965 W WESTERN AVE
9/14/95 VP-13-22 VP-17-22 @
? Metals
BCC or ND
Mercury 384
8-12’
GP-5-22/TW-5
GP-34-22 PIN: 61-24-205-468-0001-10
Cr: 7,200* (GSIP)
VP-9-22 VP-16-22 Remaining
@
? GP-30-22/TW-26 BCC or ND
& GP-28-22
>
Ni: 115,000 (DWP, GSIP)
VP-7-22 VP-8-22 GP-08 Metals
&?@GP-7-22/TW-7 @
? GP-24-22
GP-37-22/TW-30 @
? VP-18-22
TB-01
> &
> GP-28-22 (1-2')
@
VP-1-22 &
&>
? GP-3-22/TW-3 >
GP-02
GP-10
9/15/95 Building #7 GP-31-22 10/31/2022
86,844 SF & GP-03 GP-29-22/TW-25
>
4-8’
GP-07 >&> &
> PARCEL #2 GP-23-22/TW-21
PNAs BCC or ND GP-24-22 (4-5') GP-30-22 (1-2')
Cr: 4,700* (GSIP)
VP-6-22 &
GP-05 ?
GP-04
@ Mercury 54* 10/31/2022 10/31/2022
GP-10
VP-46-22 GP-2-22/TW-2 &>
> &
VP-20-22>
&TB-02
>
GP-06
920 WASHINGTON AVE
@
? Remaining PNAs ND PNAs ND
VP-2-22 @
? &
?@
VP-19-22 GP-8-22/TW-8 PIN: 61-24-205-467-0001-00
GP-19-22/TW-18 GP-18-22 Metals
BCC or ND
Metals BCC or ND Mercury 66*
GP-6-22/TW-6 VP-5-22
VP-21-22 ? @
GP-05
Building #5 GP-28-22 (9-10')
&
> GP-24-22 (8-9') Remaining
GP-35-22/TW-29
@
?
9/14/95
15,919 SF 10/31/2022 BCC or ND
VP-41-22
@
?
4-8’ 10/31/2022 Metals
VP-47-22 Cr: 11,000* (GSIP) VP-36-22
GP-1-22/TW-1 VP-3-22 VP-4-22 PNAs ND GP-30-22 (9-10')
GP-9-22/TW-9 Building #4
Cd: 5,400 (GSIP) PNAs ND
& GP-36-22
> @
GP-20-22
Ag: 2,100 (GSIP)
? 9,789 SF VP-22-22 GP-22-22/TW-20 Metals BCC or ND Metals BCC or ND 10/31/2022
@
? &
> @
? VP-50-22
VOCs ND
GP-06 VP-23-22 VP-49-22 VP-48-22
MICHIGAN AVE
9/15/95 PNAs ND
GP-8-22 (9-11') RS-17
7-11’
&
> Metals BCC or ND
Cd: 4,400 (GSIP) 9/22/2022 GP-14-22/TW-14
CN: 30,000 (GSIP, DWP, DC)
@
? GP-16-22/TW-16
GP-21-22/TW-19
@
?
VOCs ND
PNAs ND GP-13-22/TW-13 VP-24-22 ?@ VP-27-22
@
?
GP-29-22 (1-1.5') GP-31-22 (1.5-2')
Chromium BCC TB-02 @
? GP-10-22/TW-10
10/31/2022 10/31/2022
GP-11-22/TW-11
GP-23-22 (1-2')
VP-25-22 VP-26-22
@
DIVISION ST
BCC or ND ?
8/31/87 10/31/2022
Mercury ND CN: 4,800 (GSIP, DWP) PNAs BCC or ND PNAs
Cyanide ND VP-28-22 VP-52-22 PNAs BCC or ND
VP-29-22 Arsenic 4,690* Chromium 4,680*
VP-53-22 Mercury 551
PFAS BCC or ND Mercury 93* Remaining
BCC or NDVP-51-22Remaining
HISTORICAL DATA LEGEND
PARCEL #3 VP-32-22 Remaining
BCC or ND
Metals PARCEL #4
Metals
BCC or ND
Metals
930 WASHINGTON AVE
HUDSON ST
VP-30-22 GP-31-22 (9-10')
B =Benzene As =Arsenic 1,2,3-TMB =1,2,3-Trimethylbenzene Hg =Mercury, Total GP-9-22 (9-11') VP-31-22
GP-29-22 (9-10') 133010/31/2022
DIVISION ST GP-23-22 (9-10')
9/22/2022 PIN: 61-24-855-000-0000-00
CHF =Chloroform Ba =Barium 1,2,4-TMB =1,2,4-Trimethylbenzene Ni =Nickel
E =Ethylbenzene
N =Naphthalene
Cd =Cadmium
Ca =Calcium
1,3,5-TMB =1,3,5-Trimethylbenzene
X =Xylenes
Se =Selenium
Ag =Silver VOCs ND Building #3 10/31/2022 PIN: 61-24-205-466-0001-00
VOCs ND
10/31/2022
53,719 SF VOCs ND PNAs ND
PNAs ND
PCE =Tetrachloroethylene Cr =Chromium, Total B(a)P =Benzo(a)pyrene Zn =Zinc PNAs ND
T =Toluene Cu =Copper FLUORA =Fluoranthene CN =Cyanide, Total GP-15-22/TW-15 VP-33-22 Metals BCC or ND
Mercury ND PNAs ND Metals BCC or ND
VP-34-22
@
?
VP-35-22
TCE =Trichloroethylene Pb =Lead, Total PHEN =Phenanthrene
GP-17-22/TW-17 Metals BCC or ND
PCBs ND
@
2022 DATA LEGEND
Bold value indicates a concentration above laboratory method detection limits
PFAS BCC of ND
GP-16-22 (3-4')
VP-37-22 ? VP-54-22 VP-55-22
Shaded value indicates a constituent above Drinking Water Protection (DWP) Criteria
9/27/2022 VP-38-22 VP-39-22
Italicized value indicates a constituent above Groundwater Surface Water Protection (GSIP) Criteria
Red value indicates a constituent above Volatilization to Indoor Air Criteria (VIAC) N 440
Underlined value indicates a concentration that exceeds Direct Contact Criteria RS-17 X 480 Building #1
* Indicates that constituent falls below Statewide Default Background Levels 9/1/93 GP-20-22 (5-6') GP-19-22 (5-6')
1-3’ Remaining VOCs BCC or ND 16,765 SF GP-18-22 (2-3')
Ba: 1.55E+6 (GSIP, DWP) 10/31/2022 GP-21-22 (5.5-6') 10/31/2022
VOCs = Volatile Organic Compounds PNAs BCC or ND 10/31/2022
PNAs = Polynuclear Aromatic Hydrocarbons Cd: 62,000 (GSIP, DWP) BuildingPNAs
#2 BCC or ND 10/31/2022 GP-22-22 (1-2') PNAs BCC or ND
Mercury ND PNAs ND
PCBs = Polychlorinated biphenyls Cr: 63,000 (GSIP, DWP)
Ag: 540* (GSIP)
12,742 SF
Chromium 6,370* PNAs BCC or ND 10/31/2022 Chromium 7,100*
PFAS = Per- and polyfluoroalkyl substances Cyanide 130* Metals BCC or ND
2-METH = 2-Methylnaphthalene
Zn: 616,000 (GSIP) Remaining Metals BCC or ND PNAs ND Mercury 432
GP-16-22 (10-11') GP-17-22 (10-11') BCC or ND GP-18-22 (9-10')
N = Naphthalene Metals GP-21-22 (10-11') Metals BCC or ND Remaining
X = Xylene 9/27/2022 9/27/2022 BCC or ND 10/31/2022
GP-20-22 (9-10') 10/31/2022 GP-22-22 (9-10') Metals
VOCs ND VOCs ND VP-40-22
10/31/2022 GP-19-22 (9-10') PNAs ND
BCC = Below Cleanup Criteria 10/31/2022 PNAs ND
ND = Non-detect PNAs ND Metals BCC or ND
PNAs ND Metals BCC or ND PNAs ND 10/31/2022
NOTES:
Mercury ND
WASHINGTON AVE
1) Analytical Results Compared to EGLE Part 201 Cleanup Criteria Requirements for Response Activity/Part 213 Risk- Metals BCC or ND Metals BCC or ND PNAs ND
Based Screening Levels and Site Specific Target Levels (SSTLs) for Residential and Nonresidential Soil Cyanide ND
Metals BCC or ND
³
2) PFAS results in nanograms per kilogram (ng/kg). All other results in micrograms per kilogram (µg/kg). © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
FORMER SHAW WALKER
LEGEND
FURNITURE COMPANY
&
> Soil Boring Subject Parcel Boundary Former Railroad Spur 920 WASHINGTON AVE,
MUSKEGON, MI
@
? Soil Boring/Temporary Well Associated Former Shaw Walker Parcel Boundaries Site Buildings
FEET SOIL ANALYTICAL MAP
Vapor Pin Elevator
100 50 0 100 200 300
&
> Historical Soil Boring Former Site Features JOB NO.: 9657
BY: LJC DATE: 6/12/2023
NOTE: BUILDING AREAS SHOWN ARE APPROXIMATE FOOTPRINT AREAS AND 1 INCH = 100 FEET
DO NOT REPRESENT TOTAL BUILDING SQUARE FOOTAGE. FIGURE 4
Page 76 of 334
VP-44-22
@
?
TW-24
@
? TW-23
TW-22
GP-33-22/TW-28 GP-32-22/TW-27 GP-12-22/TW-12 7-12' 8-13'
VP-42-22 @
? MW-8S 11/1/2022 7-12'
W WE
VP-43-22 VP-12-22 VP-11-22 11/1/2022
@A
A @ MW-8D 11/1/2022
STER
PNAs ND PNAs ND
TW-7
10-15'
@
? GP-4-22/TW-4 Metals BCC or ND
N AVE Metals BCC or ND
PNAs
Metals
ND
BCC or ND
FRANKLIN ST
VP-15-22
9/22/2022 VP-10-22 VP-14-22
GP-27-22/TW-24
@
?
GP-10 VOCs ND Building #6
VP-45-22
21,940 SF GP-26-22/TW-23
PARCEL #1 9/15/1995 PNAs ND
@
? GP-25-22/TW-22
&
>
DEPTH
965 WPCEWESTERN AVE
10-12' 20-22' Cyanide ND VP-13-22 VP-17-22 @
?
8.4 23 PFAS BCC or ND TW-26
GP-5-22/TW-5
GP-34-22 PIN: 61-24-205-468-0001-10 VP-9-22 VP-16-22
@ GP-08
? GP-30-22/TW-26 8-13'
VP-7-22 VP-8-22 & GP-28-22
>
&?@GP-7-22/TW-7 @
? GP-24-22 11/1/2022
TW-8 GP-37-22/TW-30 @
? VP-18-22
TB-01
> &
> PNAs ND
@
VP-1-22
&>&
10-15' ? Building #7
GP-3-22/TW-3 >
GP-02
GP-31-22 Metals BCC or ND
86,844 SF & GP-03 GP-29-22/TW-25
>
9/22/2022
GP-07 >&> &
> PARCEL #2 GP-23-22/TW-21 TW-21
VOCs ND VP-6-22 GP-05 ?
& GP-04
@ 8-13'
GP-10
VP-46-22 PNAs ND
GP-2-22/TW-2 &
> &
>
VP-20-22>
&
> TB-02
GP-06
920 WASHINGTON AVE
@
?
@
?
11/1/2022
&
@
?
Cyanide ND VP-2-22 VP-19-22 GP-8-22/TW-8 PIN: 61-24-205-467-0001-00
GP-19-22/TW-18 GP-18-22 PNAs ND
GP-6-22/TW-6 VP-5-22
GP-35-22/TW-29 PFAS BCC or ND Building #5 VP-21-22 ?@ &
>
?@ 15,919 SF VP-41-22
Metals BCC or ND
@
TW-18
? VP-47-22
GP-1-22/TW-1 VP-3-22 VP-36-22
VP-4-22 8-12'
&
>
GP-36-22 GP-9-22/TW-9 Building #4 GP-20-22
TW-9 @
? 9,789 SF VP-22-22 GP-22-22/TW-20 11/1/2022
@
? &
> @
? VP-50-22
PNAs
10-15' VP-23-22 VP-49-22ND VP-48-22
MICHIGAN AVE
9/22/2022 RS-17 Metals BCC or ND
MW-6D
&
>
VOCs ND GP-14-22/TW-14 TW-20
@
? @A
A @ MW-6S GP-16-22/TW-16 GP-21-22/TW-19
@
A @
VP-24-22 ?
PNAs ND 8-13'
PFAS BCC or ND GP-13-22/TW-13 A @ MW-1S @
? VP-27-22
@
? 11/1/2022
@
? MW-1D GP-10-22/TW-10 GP-11-22/TW-11
PNAs ND
VP-25-22 VP-26-22
@
DIVISION ST
?
Metals BCC or ND
VP-28-22 VP-52-22
VP-29-22
MW-6D VP-53-22
10/27/1993 VP-51-22
TCE 5.1 PARCEL #3 VP-32-22 PARCEL #4
930 WASHINGTON AVE
HUDSON ST
VP-30-22 TW-25
VP-31-22 1330 DIVISION ST
PIN: 61-24-855-000-0000-00 PIN: 61-24-205-466-0001-00
8-13'
Building #3 11/1/2022
MW-6S 53,719 SF GP-5 VOCs BCC or ND
9/20/1993 10/27/1993 GP-15-22/TW-15
9/14/1995 5/29/1997 VP-33-22 9/14/1995
VP-34-22 PNAs ND
DATA LEGEND Pb 6 ND @
? ND ND GP-17-22/TW-17 VP-35-22
DEPTH 11-13' 21-23'
@
?
Bold value indicates a concentration above laboratory method detection limits Cadmium 5.9
PCE 5.6 16 VP-37-22 19
22 VP-54-22 Cd VP-55-2221 NA
@ A@
Shaded value indicates a constituent above Drinking Water (DW) Criteria VP-38-22 Remaining
Italicized value indicates a constituent above Groundwater Surface Water (GSI) Criteria VP-39-22 A MW-7D
PCE NA 9.5 Metals
BCC or ND
Red value indicates a constituent above Non-Residential or Residential Volatilization to MW-7S
Building #1
Indoor Air Pathway (VIAP) Site-Specific Target Levels (SSTLs).
VOCs = Volatile Organic Compounds
16,765 SF
PNAs = Polynuclear Aromatic Hydrocarbons TW-17 TW-19
PCBs = Polychlorinated biphenyls
Building #2
11-12' 9-14'
PFAS = Per- and polyfluoroalkyl substances 12,742 SF
Pb = Lead
MW-7S 9/27/2022 11/1/2022
VC = Vinyl Chloride 9/20/1993 10/27/1993 5/29/1997 VOCs BCC or ND PNAs ND
TCE = Trichloroethylene Metals BCC or ND
PCE 14 41 23
BCC = Below Cleanup Criteria VP-40-22
ND = Non-detect
NOTES:
WASHINGTON AVE
1) Analytical results compared to Part 201 Cleanup Criteria Requirements for Response Activity/Part 213 Risk-Based
Screening Levels for Residential and Nonresidential Groundwater
³
2) PFAS results in nanograms per liter (ng/L). All other results in micrograms per liter (µg/L) © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
FORMER SHAW WALKER
LEGEND
FURNITURE COMPANY
&
> Soil Boring Subject Parcel Boundary Former Railroad Spur 920 WASHINGTON AVE,
MUSKEGON, MI
@
? Soil Boring/Temporary Well Associated Former Shaw Walker Parcel Boundaries Site Buildings
FEET GROUNDWATER
Vapor Pin Elevator
ANALYTICAL MAP
100 50 0 100 200 300
@
A Monitoring Wells (Abonmarche, 1993-95) Former Site Features JOB NO.: 9657
BY: LJC DATE: 6/12/2023
NOTE: BUILDING AREAS SHOWN ARE APPROXIMATE FOOTPRINT AREAS AND 1 INCH = 100 FEET
DO NOT REPRESENT TOTAL BUILDING SQUARE FOOTAGE. FIGURE 5
Page 77 of 334
VP-44-22 VP-15-22 VP-16-22
@
? @
? 9/30/2022 9/30/2022
GP-33-22/TW-28 GP-32-22/TW-27 GP-12-22/TW-12
1,1,1-TCE 100 1,2,4-TMB 140
@
VP-21-22
VP-42-22 ?
VP-43-22 VP-12-22 VP-11-22
VP-14-22
W WE Remaining TO-15 ND 1,3,5-TMB 65 9/30/2022
STER
N
9/30/2022 PAH ND Remaining TO-15 ND TO-15 ND
@ GP-4-22/TW-4
? A
TO-15 ND VE
Mercury ND PAH ND PAH ND
FRANKLIN ST
VP-15-22
VP-10-22 VP-14-22 Mercury ND Mercury ND
GP-27-22/TW-24
VP-45-22 Building #6 @
? GP-26-22/TW-23
21,940 SF
PARCEL #1 VP-17-22
@
? GP-25-22/TW-22
VP-25-22
&
> 965 W WESTERN AVE 9/30/2022 VP-13-22 VP-17-22 @
? 9/29/2022
A 160 GP-5-22/TW-5 VP-22-22 CHF 8.7
GP-34-22 PIN: 61-24-205-468-0001-10 I VP-9-22 VP-16-22
35
VP-7-22 VP-8-22 @
? & GP-28-22
> GP-30-22/TW-26 9/30/2022 TCE 580
@GP-7-22/TW-7
? @
? GP-24-22
GP-37-22/TW-30
TetHD 3.6 @
? VP-18-22
&
>
TO-15 ND Remaining TO-15 ND
VP-1-22
@
? 1,1,1-TCE 39 Building #7 GP-3-22/TW-3
GP-31-22
PAH ND PAH ND
TCE 3.1 86,844 SF GP-29-22/TW-25 Mercury ND Mercury ND
& PARCEL
> #2 GP-23-22/TW-21
Remaining TO-15 ND VP-6-22 @
?
VP-46-22 GP-2-22/TW-2
VP-20-22
920 WASHINGTON AVE @
? VP-27-22
VP-2-22 @
? @
?
VP-19-22 GP-8-22/TW-8 PIN: 61-24-205-467-0001-00
GP-19-22/TW-18 GP-18-22 9/29/2022
GP-6-22/TW-6 VP-5-22
VP-20-22 Building #5 VP-21-22 @
? &
> TO-15 ND
GP-35-22/TW-29
@
? 15,919 SF VP-41-22
@
? VP-47-22
9/30/2022
VP-36-22
VP-26-22 PAH ND
TO-15 GP-1-22/TW-1 VP-3-22 VP-4-22
GP-9-22/TW-9 Building #4
ND 9/29/2022
& GP-36-22
> @
GP-20-22 Mercury ND
? 9,789 SF VP-22-22 GP-22-22/TW-20
@
? &
> @
? TO-15
VP-50-22 ND
VP-23-22 PAH VP-49-22
ND VP-48-22
MI9/30/2022
VP-41-22
CHIGAN AVE GP-14-22/TW-14
Mercury ND
CHF 52 @
? GP-16-22/TW-16
GP-21-22/TW-19
VP-24-22 @
? @
? VP-27-22
Remaining TO-15 ND GP-13-22/TW-13
@
?
PAH ND @
? VP-29-22
GP-10-22/TW-10 GP-11-22/TW-11
VP-25-22 VP-26-22 VP-32-22
@
DIVISION ST
9/29/2022
Mercury ND ?
VP-28-22 CHF VP-52-22
8.1 9/29/2022
VP-29-22
VP-53-22
TCE 4.7 TO-15 ND
VP-51-22
PARCEL #3 Remaining TO-15 ND
VP-23-22 VP-32-22 PARCEL #4
9/30/2022 930 WASHINGTON AVE
HUDSON ST
VP-30-22 VP-31-22 1330 DIVISION ST
A 92 PIN: 61-24-855-000-0000-00 PIN:
VP-31-22
61-24-205-466-0001-00 9/30/2022
PCE 44 Building #3 VP-30-22
53,719 SF
Remaining TO-15 ND 9/30/2022 1,1,1-TCE 40
GP-15-22/TW-15 VP-33-22
VP-34-22 CHF 8.4
PAH ND @
? GP-17-22/TW-17 VP-35-22 TCE 1.7
@
DATA LEGEND
Yellow value indicates constituent above Residential Site-Specific Volatilization to
Mercury ND
VP-37-22 ? PCE
VP-54-22 VP-55-22
42 Remaining TO-15 ND
Indoor Air Criteria (SSVIAC). VP-38-22 VP-39-22 1,1,1-TCE 140
TCE 130
1,1,1-TCE = 1,1,1-Trichloroethane CHM = Chloromethane
VP-24-22 VP-35-22
Building #1 Remaining TO-15 ND
1,2,4-TMB = 1,2,4-Trimethylbenzene I = Isopropanol 9/30/2022
1,3,5-TMB = 1,3,5-Trimethylbenzene N = Naphthalene 9/29/2022 VP-28-22 16,765 SF
2-B = 2-Butanone PCE = Tetrachloroethene A 130 TO-15 ND
9/29/2022 Building #2
2-METH = 2-Methylnaphthalene Ph = Phenanthrene
A = Acetone T = Toluene
Remaining TO-15 ND 1,1,1-TCE 54 VP-33-22 12,742 SF VP-39-22 VP-34-22
ACP = Acenaphthene TCE = Trichloroethene ACP 5.8 TCE 2 9/30/2022 VP-40-22 10/3/2022 9/30/2022
B = Benzene TCF = Trichlorofluoromethane 2-METH 6.1 CHF 16
CD = Carbon Disulfide TetHD = Tetrahydrofuran
TCF 120 11/7/2022 A 150 CHF 77
CHF = Chloroform X = Xylenes N 15 Remaining TO-15 ND 1,1,1-TCE 99 VP-40-22 N 57 N 38 PCE 54
ND = Non-detect Remaining PAH ND PAH ND TCE 18 PCE 48 PCE 61 TCE 87
Notes:
Mercury ND Mercury ND Remaining TO-15 ND TCF 34 TCE 58 Remaining TO-15 ND
1) Only VPs with detections above laboratory detection limits are shown
2) All Results in µg/m3
WASHINGTON AVE Remaining TO-15 ND Remaining TO-15 ND
³
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
FORMER SHAW WALKER
LEGEND
FURNITURE COMPANY
&
> Soil Boring Subject Parcel Boundary Former Site Features 920 WASHINGTON AVE,
MUSKEGON, MI
@
? Soil Boring/Temporary Well Associated Former Shaw Walker Parcel Boundaries Former Railroad Spur
FEET VAPOR ANALYTICAL MAP
Vapor Pin Elevator Site Buildings
100 50 0 100 200 300
JOB NO.: 9657
BY: LJC DATE: 6/12/2023
NOTE: BUILDING AREAS SHOWN ARE APPROXIMATE FOOTPRINT AREAS AND 1 INCH = 100 FEET
DO NOT REPRESENT TOTAL BUILDING SQUARE FOOTAGE. FIGURE 6
Page 78 of 334
APPENDIX 3
ANALYTICAL SUMMARY TABLES
Page 79 of 334
Table 1A ‐ Soil Analytical ‐ All Constituents Excluding PFAS
Shaw Walker, Muskegon, Michigan
Residential
Sample Location GP‐7‐22 (9‐11') GP‐8‐22 (9‐11') GP‐9‐22 (9‐11') GP‐16‐22 (3‐4') GP‐16‐22 (10‐11') GP‐17‐22 (10‐11') GP‐18‐22 (2‐3') GP‐18‐22 (9‐10') GP‐19‐22 (5‐6') GP‐19‐22 (9‐10') GP‐20‐22 (5‐6') GP‐20‐22 (9‐10')
Groundwater
Statewide
Chemical Surface Water
Default Drinking Water
Constituent Abstract Service Interface Direct Contact Site‐Specific Volatilization Collection Date 9/22/2022 9/22/2022 9/22/2022 9/27/2022 9/27/2022 9/27/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022
Background Protection
Number Protection Criteria to Indoor Air Criteria
Levels Criteria
Criteria
Depth 9‐11' 9‐11' 9‐11' 3‐4' 10‐11' 10‐11' 2‐3' 9‐10' 5‐6' 9‐10' 5‐6' 9‐10'
Volatiles
Acetone (I) 67‐64‐1 NA 34,000 15,000 2.3E+7 2.6E+05 (EE)st <1,000 <1,000 <1,000 <1,000 <1,000 <1,000
Acrylonitrile (I) 107‐13‐1 NA 100 (M); 40 100 (M); 52 16,000 NA <110 <110 <120 <100 <100 <100
Benzene (I) 71‐43‐2 NA 4,000 (X) 100 1.8E+5 1.7 (M)ca <50 <50 <50 <50 <50 <50
Bromobenzene (I) 108‐86‐1 NA NA 550 5.4E+5 NA <100 <100 <100 <100 <100 <100
Bromochloromethane 74‐97‐5 NA <100 <100 <100 <100 <100 <100
Bromodichloromethane 75‐27‐4 NA ID 1,600 (W) 1.1E+5 0.61 (M)ca <100 <100 <100 <100 <100 <100
Bromoform 75‐25‐2 NA ID 1,600 (W) 8.2E+5 NA <110 <110 <120 <120 <110 <130
Bromomethane 74‐83‐9 NA 100 200 3.2E+5 NA <200 <200 <200 <200 <200 <200
2‐Butanone (MEK) (I) 78‐93‐3 NA 44,000 2.6E+5 1.2E+8 (C,DD) NA <750 <750 <750 <750 <750 <750
n‐Butylbenzene 104‐51‐8 NA ID 1,600 2.5E+6 560nc <54 <55 <59 <50 <50 <50
sec‐Butylbenzene 135‐98‐8 NA ID 1,600 2.5E+6 3,800nc <50 <50 <50 <50 <50 <50
tert‐Butylbenzene (I) 98‐06‐6 NA ID 1,600 2.5E+6 0.64 (M)nc <50 <50 <50 <50 <50 <50
Carbon disulfide (I,R) 75‐15‐0 NA ID 16,000 7.2E+6 (C,DD) 52 (M)nc <250 <250 <250 <250 <250 <250
Carbon tetrachloride 56‐23‐5 NA 760 (X) 100 96,000 NA <54 <55 <59 <50 <50 <50
Chlorobenzene (I) 108‐90‐7 NA 500 2,000 4.3E+6 (C) NA <50 <50 <50 <50 <50 <50
Chloroethane 75‐00‐3 NA 22,000 (X) 8,600 2.6E+6 (C) 330nc <250 <250 <250 <250 <250 <250
Chloroform 67‐66‐3 NA 7,000 1,600 (W) 1.2E+6 0.26 (M)ca <50 <50 <50 <50 <50 <50
Chloromethane (I) 74‐87‐3 NA ID 5,200 1.6E+6 (C) NA <250 <250 <250 <250 <250 <250
o‐Chlorotoluene (I) 95‐49‐8 NA ID 3,300 4.5E+6 (C) NA <50 <50 <50 <50 <50 <50
Dibromochloromethane 124‐48‐1 NA ID 1,600 (W) 1.1E+5 NA <110 <110 <120 <100 <100 <100
Dibromochloropropane 96‐12‐8 NA ID 10 (M); 4.0 4,400 (C) NA <250 <250 <250 <250 <250 <250
Dibromomethane 74‐95‐3 NA NA 1,600 2.5E+6 (C) NA <250 <250 <250 <250 <250 <250
1,2‐Dichlorobenzene 95‐50‐1 NA 280 14,000 1.9E+7 (C) NA <100 <100 <100 <100 <100 <100
1,3‐Dichlorobenzene 541‐73‐1 NA 680 170 2.0E+5 (C) NA <100 <100 <100 <100 <100 <100
1,4‐Dichlorobenzene 106‐46‐7 NA 360 1,700 4.0E+5 NA <100 <100 <100 <100 <100 <100
Dichlorodifluoromethane 75‐71‐8 NA ID 95,000 5.2E+7 (C) NA <250 <250 <250 <250 <250 <250
1,1‐Dichloroethane 75‐34‐3 NA 15,000 18,000 2.7E+7 (C) 2.6 (M)ca <50 <50 <50 <50 <50 <50
1,2‐Dichloroethane (I) 107‐06‐2 NA 7,200 (X) 100 91,000 0.82 (M)ca <54 <55 <59 <50 <50 <50
cis‐1,2‐Dichloroethylene 156‐59‐2 NA 12,000 1,400 2.5E+6 (C) 12 (M)nc <50 <50 <50 <50 <50 <50
trans‐1,2‐Dichloroethylene 156‐60‐5 NA 30,000 (X) 2,000 3.8E+6 (C) 2.1 (M)nc <50 <50 <50 <50 <50 <50
1,1‐Dichloroethylene (I) 75‐35‐4 NA 2,600 140 2.0E+5 12 (M)nc <50 <50 <50 <50 <50 <50
1,2‐Dichloropropane (I) 78‐87‐5 NA 4,600 (X) 100 1.4E+5 NA <54 <55 <59 <50 <50 <50
cis‐1,3‐Dichloropropylene 10061‐01‐5 NA <54 <55 <59 <50 <50 <50
trans‐1,3‐Dichloropropylene 10061‐02‐6 NA <54 <55 <59 <50 <50 <50
Ethylbenzene (I) 100‐41‐4 NA 360 1,500 2.2E+7 (C) 12 (M)ca <50 <50 <50 <50 <50 <50
Ethylene dibromide 106‐93‐4 NA 110 (X) 20 (M); 1.0 92 7.4E‐02 (M)ca <50 <50 <50 <60 <54 <67
2‐Hexanone 591‐78‐6 NA ID 20,000 3.2E+7 (C) NA <2,500 <2,500 <2,500 <2,500 <2,500 <2,500
Isopropyl benzene 98‐82‐8 NA 3,200 91,000 2.5E+7 (C) 3.8 (M)ca <250 <250 <250 <250 <250 <250
4‐Methyl‐2‐pentanone (MIBK) (I) 108‐10‐1 NA ID 36,000 5.6E+7 (C) 3.8 (M)ca <2,500 <2,500 <2,500 <2,500 <2,500 <2,500
Methylene chloride 75‐09‐2 NA 30,000 (X) 100 1.3E+6 3,300 (EE)st <100 <100 <100 <100 <100 <100
Methyl‐tert‐butyl ether (MTBE) 1634‐04‐4 NA 1.4E+5 (X) 800 1.5E+6 74 (M)ca <250 <250 <250 <250 <250 <250
Naphthalene 91‐20‐3 NA 730 35,000 1.6E+7 67 (M)ca <330 <330 <330 440 <330 <330 <300 <300 <300 <300 <300 <300
n‐Propylbenzene (I) 103‐65‐1 NA ID 1,600 2.5E+6 1,800 (DD)dev <100 <100 <100 <100 <100 <100
Styrene 100‐42‐5 NA 2,100 (X) 2,700 4.0E+5 150ca <50 <50 <50 <50 <50 <50
1,1,1,2‐Tetrachloroethane 630‐20‐6 NA ID 1,500 4.8E+5 (C) NA <100 <100 <100 <100 <100 <100
1,1,2,2‐Tetrachloroethane 79‐34‐5 NA 1,600 (X) 170 53,000 NA <54 <55 <59 <60 <54 <67
Tetrachloroethylene 127‐18‐4 NA 1,200 (X) 100 2.0E+5 (C) 6.2 (M) (EE)st <50 <50 <50 <50 <50 <50
Toluene (I) 108‐88‐3 NA 5,400 16,000 5.0E+7 (C) 3,700nc <50 <50 <50 140 <50 <50
1,2,4‐Trichlorobenzene 120‐82‐1 NA 5,900 (X) 4,200 9.9E+5 (DD) NA <250 <250 <250 <250 <250 <250
1,1,1‐Trichloroethane 71‐55‐6 NA 1,800 4,000 5.0E+8 (C) 450 (EE)st <50 <50 <50 <50 <50 <50
1,1,2‐Trichloroethane 79‐00‐5 NA 6,600 (X) 100 1.8E+5 0.37 (M)nc <54 <55 <59 <50 <50 <50
Trichloroethylene 79‐01‐6 NA 4,000 (X) 100 1.1E+5 (DD) 0.33 (M) (DD)dev <50 <50 <50 <50 <50 <50
Trichlorofluoromethane 75‐69‐4 NA NA 52,000 7.9E+7 (C) 19 (M)nc <100 <100 <100 <100 <100 <100
1,2,3‐Trichloropropane 96‐18‐4 NA NA 840 1.3E+6 (C) NA <100 <100 <100 <120 <110 <130
1,2,3‐Trimethylbenzene 526‐73‐8 270 (JT)nc <100 <100 <100 120 <100 <100
1,2,4‐Trimethylbenzene (I) 95‐63‐6 NA 570 2,100 3.2E+7 (C) 150 (JT)nc <100 <100 <100 180 <100 <100
1,3,5‐Trimethylbenzene (I) 108‐67‐8 NA 1,100 1,800 3.2E+7 (C) 100 (JT)nc <100 <100 <100 <100 <100 <100
Total TMBs NA NA NA NA NA 100 (JT)nc <300 <300 <300 300 <300 <300
Vinyl chloride 75‐01‐4 NA 260 (X) 40 3,800 8.2E‐02 (MM) (M)mut <40 <40 <40 <40 <40 <40
Xylenes (I) 1330‐20‐7 NA 980 5,600 4.1E+8 (C) 280 (J)nc <150 <150 <150 480 <150 <150
Page 1 of 6
Page 80 of 334
Table 1A ‐ Soil Analytical ‐ All Constituents Excluding PFAS
Shaw Walker, Muskegon, Michigan
Residential
Sample Location GP‐7‐22 (9‐11') GP‐8‐22 (9‐11') GP‐9‐22 (9‐11') GP‐16‐22 (3‐4') GP‐16‐22 (10‐11') GP‐17‐22 (10‐11') GP‐18‐22 (2‐3') GP‐18‐22 (9‐10') GP‐19‐22 (5‐6') GP‐19‐22 (9‐10') GP‐20‐22 (5‐6') GP‐20‐22 (9‐10')
Groundwater
Statewide
Chemical Surface Water
Default Drinking Water
Constituent Abstract Service Interface Direct Contact Site‐Specific Volatilization Collection Date 9/22/2022 9/22/2022 9/22/2022 9/27/2022 9/27/2022 9/27/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022
Background Protection
Number Protection Criteria to Indoor Air Criteria
Levels Criteria
Criteria
Depth 9‐11' 9‐11' 9‐11' 3‐4' 10‐11' 10‐11' 2‐3' 9‐10' 5‐6' 9‐10' 5‐6' 9‐10'
Semivolatiles
Acenaphthene 83‐32‐9 NA 8,700 3.0E+5 4.1E+7 2.1E+05nc <330 <330 <330 <330 <330 <300 <300 <300 <300 <300 <300
Acenaphthylene 208‐96‐8 NA ID 5,900 1.6E+6 DATA <330 <330 <330 500 <330 <300 <300 <300 <300 <300 <300
Anthracene 120‐12‐7 NA ID 41,000 2.3E+8 1.3E+07nc <330 <330 <330 <330 <330 <300 <300 <300 <300 300 <300
Benzo(a)anthracene (Q) 56‐55‐3 NA NLL NLL 20,000 1.6E+05 (MM)mut <330 <330 <330 470 <330 <300 <300 <300 <300 900 <300
Benzo(a)pyrene (Q) 50‐32‐8 NA NLL NLL 2,000 NA <330 <330 <330 <330 <330 <300 <300 <300 <300 1,600 <300
Benzo(b)fluoranthene (Q) 205‐99‐2 NA NLL NLL 20,000 NA <330 <330 <330 480 <330 <300 <300 400 <300 1,900 <300
Benzo(g,h,i)perylene 191‐24‐2 NA NLL NLL 2.5E+6 NA <330 <330 <330 <330 <330 <300 <300 <300 <300 1,500 <300
Benzo(k)fluoranthene (Q) 207‐08‐9 NA NLL NLL 2.0E+5 NA <330 <330 <330 <330 <330 <300 <300 400 <300 2,200 <300
Chrysene (Q) 218‐01‐9 NA NLL NLL 2.0E+6 NA <330 <330 <330 460 <330 <300 <300 <300 <300 1,000 <300
Dibenzo(a,h)anthracene (Q) 53‐70‐3 NA NLL NLL 2,000 NA <330 <330 <330 <330 <330 <300 <300 <300 <300 <300 <300
Fluoranthene 206‐44‐0 NA 5,500 7.3E+5 4.6E+7 NA <330 <330 <330 950 <330 <300 <300 400 <300 1,800 <300
Fluorene 86‐73‐7 NA 5,300 3.9E+5 2.7E+7 4.7E+05nc <330 <330 <330 <330 <330 <300 <300 <300 <300 <300 <300
Indeno(1,2,3‐cd)pyrene (Q) 193‐39‐5 NA NLL NLL 20,000 NA <330 <330 <330 <330 <330 <300 <300 <300 <300 1,100 <300
2‐Methylnaphthalene 91‐57‐6 NA 4,200 57,000 8.1E+6 1,700nc <330 <330 <330 500 <330 <330 <300 <300 <300 <300 <300 <300
Phenanthrene 85‐01‐8 NA 2,100 56,000 1.6E+6 1,700nc <330 <330 <330 1,200 <330 <300 <300 300 <300 1,200 <300
Pyrene 129‐00‐0 NA ID 4.8E+5 2.9E+7 2.5E+07nc <330 <330 <330 1,100 <330 <300 <300 400 <300 1,900 <300
Metals
Arsenic 7440‐38‐2 5,800 4,600 4,600 7,600 NA 300 210 860 320 1,150 <200
Barium (B) 7440‐39‐3 75,000 441,912 (G) 1.3E+6 3.7E+7 NA 5,380 2,750 35,300 5,350 34,900 6,460
Cadmium (B) 7440‐43‐9 1,200 3,000 (G,X) 6,000 5.5E+5 NA <200 <200 <200 <200 <200 <200
Chromium, Total 7440‐47‐3 18,000 (total) 3,300 30,000 2.5E+6 NA 3,800* 2,500 1,220 780 7,100* 1,430 6,370* 690
Chromium VI 18540‐29‐9 NA 3,300 30,000 2.5E+6 NA
Copper (B) 7440‐50‐8 32,000 72,945 (G) 5.8E+6 2.0E+7 NA 530 <500 8,090 640 8,540 <500
Lead (B) 7439‐92‐1 21,000 2,464,000 (G,X) 7.0E+5 4.0E+5 NA 790 480 49,500 650 63,600 460
Mercury, Total 7439‐97‐6 130 50 (M); 1.2 1,700 1.6E+5 22 (M)nc <50 <50 <50 <50 <50 <50 <50 432 <50 <50 <50
Selenium (B) 7782‐49‐2 410 400 4,000 2.6E+6 NA <400 <400 <400 <400 <400 <400
Silver (B) 7440‐22‐4 1,000 100 (M); 27 4,500 2.5E+6 NA <200 <200 <200 <200 <200 <200
Zinc (B) 7440‐66‐6 47,000 165,237 (G) 2.4E+6 1.7E+8 NA 2,130 1,040 51,200 960 67,200 <500
PCBs
PCB, Aroclor 1016 12674‐11‐2 NA <100
PCB, Aroclor 1221 11104‐28‐2 NA <100
PCB, Aroclor 1232 11141‐16‐5 NA <100
PCB, Aroclor 1242 53469‐21‐9 NA <100
PCB, Aroclor 1248 12672‐29‐6 NA <100
PCB, Aroclor 1254 11097‐69‐1 NA <100
PCB, Aroclor 1260 11096‐82‐5 NA <100
PCB, Aroclor 1262 37324‐23‐5 NA <100
PCB, Aroclor 1268 11100‐14‐4 NA <100
Polychlorinated biphenyls (PCBs) (J,T) 1336‐36‐3 NA NLL NLL (T) NA <100
Nonspecific Grouping
Cyanide (P,R) 57‐12‐5 390 (total) 100 4,000 12,000 NA <100 <100 130* <100
NOTES:
1) Analytical Results Compared to EGLE Part 201 Cleanup Criteria Requirements for Response Activity/Part 213 Risk‐Based Screening Levels and Site Specific Target Levels (SSTLs) for Residential and Nonresidential Soil
2) All results in micrograms per kilogram (µg/kg).
3) Blank cell indicated that constituent was not analyzed.
4) Groundwater Surface Water Interface Protection Criteria values with footnote (G) were calculated with a hardness value of 150 mg CaCO3/L using EGLE's GSI‐GSIP Excel Calculator tool.
LEGEND:
Bold value indicates a concentration above laboratory method detection limits
Shaded value indicates a constituent above Drinking Water Protection (DWP) Criteria
Italicized value indicates a constituent above Groundwater Surface Water Protection (GSIP) Criteria
Red value indicates a constituent above Site‐Specific Volatilization to Indoor Air Criteria (SSVIAC)
Underlined value indicates a concentration that exceeds Direct Contact Criteria
* Indicates that constituent that meets or falls below Statewide Default Background Levels but exceeds Cleanup Criteria
Page 2 of 6
Page 81 of 334
Table 1A ‐ Soil Analytical ‐ All Constituents Excluding PFAS
Shaw Walker, Muskegon, Michigan
Residential
Sample Location GP‐21‐22 (5.5‐6') GP‐21‐22 (10‐11') GP‐22‐22 (1‐2') GP‐22‐22 (9‐10') GP‐23‐22 (1‐2') GP‐23‐22 (9‐10') GP‐24‐22 (4‐5') GP‐24‐22 (8‐9') GP‐25‐22 (1‐2') GP‐25‐22 (7.5‐8.5') GP‐26‐22 (1‐2') GP‐26‐22 (9‐10')
Groundwater
Statewide
Chemical Surface Water
Default Drinking Water
Constituent Abstract Service Interface Direct Contact Site‐Specific Volatilization Collection Date 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022
Background Protection
Number Protection Criteria to Indoor Air Criteria
Levels Criteria
Criteria
Depth 5.5‐6' 10‐11' 1‐2' 9‐10' 1‐2' 9‐10' 4‐5' 8‐9' 1‐2' 7.5‐8.5' 1‐2' 9‐10'
Volatiles
Acetone (I) 67‐64‐1 NA 34,000 15,000 2.3E+7 2.6E+05 (EE)st
Acrylonitrile (I) 107‐13‐1 NA 100 (M); 40 100 (M); 52 16,000 NA
Benzene (I) 71‐43‐2 NA 4,000 (X) 100 1.8E+5 1.7 (M)ca
Bromobenzene (I) 108‐86‐1 NA NA 550 5.4E+5 NA
Bromochloromethane 74‐97‐5 NA
Bromodichloromethane 75‐27‐4 NA ID 1,600 (W) 1.1E+5 0.61 (M)ca
Bromoform 75‐25‐2 NA ID 1,600 (W) 8.2E+5 NA
Bromomethane 74‐83‐9 NA 100 200 3.2E+5 NA
2‐Butanone (MEK) (I) 78‐93‐3 NA 44,000 2.6E+5 1.2E+8 (C,DD) NA
n‐Butylbenzene 104‐51‐8 NA ID 1,600 2.5E+6 560nc
sec‐Butylbenzene 135‐98‐8 NA ID 1,600 2.5E+6 3,800nc
tert‐Butylbenzene (I) 98‐06‐6 NA ID 1,600 2.5E+6 0.64 (M)nc
Carbon disulfide (I,R) 75‐15‐0 NA ID 16,000 7.2E+6 (C,DD) 52 (M)nc
Carbon tetrachloride 56‐23‐5 NA 760 (X) 100 96,000 NA
Chlorobenzene (I) 108‐90‐7 NA 500 2,000 4.3E+6 (C) NA
Chloroethane 75‐00‐3 NA 22,000 (X) 8,600 2.6E+6 (C) 330nc
Chloroform 67‐66‐3 NA 7,000 1,600 (W) 1.2E+6 0.26 (M)ca
Chloromethane (I) 74‐87‐3 NA ID 5,200 1.6E+6 (C) NA
o‐Chlorotoluene (I) 95‐49‐8 NA ID 3,300 4.5E+6 (C) NA
Dibromochloromethane 124‐48‐1 NA ID 1,600 (W) 1.1E+5 NA
Dibromochloropropane 96‐12‐8 NA ID 10 (M); 4.0 4,400 (C) NA
Dibromomethane 74‐95‐3 NA NA 1,600 2.5E+6 (C) NA
1,2‐Dichlorobenzene 95‐50‐1 NA 280 14,000 1.9E+7 (C) NA
1,3‐Dichlorobenzene 541‐73‐1 NA 680 170 2.0E+5 (C) NA
1,4‐Dichlorobenzene 106‐46‐7 NA 360 1,700 4.0E+5 NA
Dichlorodifluoromethane 75‐71‐8 NA ID 95,000 5.2E+7 (C) NA
1,1‐Dichloroethane 75‐34‐3 NA 15,000 18,000 2.7E+7 (C) 2.6 (M)ca
1,2‐Dichloroethane (I) 107‐06‐2 NA 7,200 (X) 100 91,000 0.82 (M)ca
cis‐1,2‐Dichloroethylene 156‐59‐2 NA 12,000 1,400 2.5E+6 (C) 12 (M)nc
trans‐1,2‐Dichloroethylene 156‐60‐5 NA 30,000 (X) 2,000 3.8E+6 (C) 2.1 (M)nc
1,1‐Dichloroethylene (I) 75‐35‐4 NA 2,600 140 2.0E+5 12 (M)nc
1,2‐Dichloropropane (I) 78‐87‐5 NA 4,600 (X) 100 1.4E+5 NA
cis‐1,3‐Dichloropropylene 10061‐01‐5 NA
trans‐1,3‐Dichloropropylene 10061‐02‐6 NA
Ethylbenzene (I) 100‐41‐4 NA 360 1,500 2.2E+7 (C) 12 (M)ca
Ethylene dibromide 106‐93‐4 NA 110 (X) 20 (M); 1.0 92 7.4E‐02 (M)ca
2‐Hexanone 591‐78‐6 NA ID 20,000 3.2E+7 (C) NA
Isopropyl benzene 98‐82‐8 NA 3,200 91,000 2.5E+7 (C) 3.8 (M)ca
4‐Methyl‐2‐pentanone (MIBK) (I) 108‐10‐1 NA ID 36,000 5.6E+7 (C) 3.8 (M)ca
Methylene chloride 75‐09‐2 NA 30,000 (X) 100 1.3E+6 3,300 (EE)st
Methyl‐tert‐butyl ether (MTBE) 1634‐04‐4 NA 1.4E+5 (X) 800 1.5E+6 74 (M)ca
Naphthalene 91‐20‐3 NA 730 35,000 1.6E+7 67 (M)ca <300 <300 <300 <300 <300 <300 <300 <300 300 <300 <300 <300
n‐Propylbenzene (I) 103‐65‐1 NA ID 1,600 2.5E+6 1,800 (DD)dev
Styrene 100‐42‐5 NA 2,100 (X) 2,700 4.0E+5 150ca
1,1,1,2‐Tetrachloroethane 630‐20‐6 NA ID 1,500 4.8E+5 (C) NA
1,1,2,2‐Tetrachloroethane 79‐34‐5 NA 1,600 (X) 170 53,000 NA
Tetrachloroethylene 127‐18‐4 NA 1,200 (X) 100 2.0E+5 (C) 6.2 (M) (EE)st
Toluene (I) 108‐88‐3 NA 5,400 16,000 5.0E+7 (C) 3,700nc
1,2,4‐Trichlorobenzene 120‐82‐1 NA 5,900 (X) 4,200 9.9E+5 (DD) NA
1,1,1‐Trichloroethane 71‐55‐6 NA 1,800 4,000 5.0E+8 (C) 450 (EE)st
1,1,2‐Trichloroethane 79‐00‐5 NA 6,600 (X) 100 1.8E+5 0.37 (M)nc
Trichloroethylene 79‐01‐6 NA 4,000 (X) 100 1.1E+5 (DD) 0.33 (M) (DD)dev
Trichlorofluoromethane 75‐69‐4 NA NA 52,000 7.9E+7 (C) 19 (M)nc
1,2,3‐Trichloropropane 96‐18‐4 NA NA 840 1.3E+6 (C) NA
1,2,3‐Trimethylbenzene 526‐73‐8 270 (JT)nc
1,2,4‐Trimethylbenzene (I) 95‐63‐6 NA 570 2,100 3.2E+7 (C) 150 (JT)nc
1,3,5‐Trimethylbenzene (I) 108‐67‐8 NA 1,100 1,800 3.2E+7 (C) 100 (JT)nc
Total TMBs NA NA NA NA NA 100 (JT)nc
Vinyl chloride 75‐01‐4 NA 260 (X) 40 3,800 8.2E‐02 (MM) (M)mut
Xylenes (I) 1330‐20‐7 NA 980 5,600 4.1E+8 (C) 280 (J)nc
Page 3 of 6
Page 82 of 334
Table 1A ‐ Soil Analytical ‐ All Constituents Excluding PFAS
Shaw Walker, Muskegon, Michigan
Residential
Sample Location GP‐21‐22 (5.5‐6') GP‐21‐22 (10‐11') GP‐22‐22 (1‐2') GP‐22‐22 (9‐10') GP‐23‐22 (1‐2') GP‐23‐22 (9‐10') GP‐24‐22 (4‐5') GP‐24‐22 (8‐9') GP‐25‐22 (1‐2') GP‐25‐22 (7.5‐8.5') GP‐26‐22 (1‐2') GP‐26‐22 (9‐10')
Groundwater
Statewide
Chemical Surface Water
Default Drinking Water
Constituent Abstract Service Interface Direct Contact Site‐Specific Volatilization Collection Date 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022
Background Protection
Number Protection Criteria to Indoor Air Criteria
Levels Criteria
Criteria
Depth 5.5‐6' 10‐11' 1‐2' 9‐10' 1‐2' 9‐10' 4‐5' 8‐9' 1‐2' 7.5‐8.5' 1‐2' 9‐10'
Semivolatiles
Acenaphthene 83‐32‐9 NA 8,700 3.0E+5 4.1E+7 2.1E+05nc <300 <300 <300 <300 <300 <300 <300 <300 <300 <300 <300 <300
Acenaphthylene 208‐96‐8 NA ID 5,900 1.6E+6 DATA <300 <300 <300 <300 <300 <300 <300 <300 <300 <300 <300 <300
Anthracene 120‐12‐7 NA ID 41,000 2.3E+8 1.3E+07nc <300 <300 <300 <300 300 <300 <300 <300 <300 <300 <300 <300
Benzo(a)anthracene (Q) 56‐55‐3 NA NLL NLL 20,000 1.6E+05 (MM)mut <300 <300 <300 <300 900 <300 <300 <300 600 <300 <300 <300
Benzo(a)pyrene (Q) 50‐32‐8 NA NLL NLL 2,000 NA <300 <300 <300 <300 800 <300 <300 <300 600 <300 <300 <300
Benzo(b)fluoranthene (Q) 205‐99‐2 NA NLL NLL 20,000 NA 400 <300 <300 <300 1,500 <300 <300 <300 1,000 <300 <300 <300
Benzo(g,h,i)perylene 191‐24‐2 NA NLL NLL 2.5E+6 NA <300 <300 <300 <300 400 <300 <300 <300 <300 <300 <300 <300
Benzo(k)fluoranthene (Q) 207‐08‐9 NA NLL NLL 2.0E+5 NA 500 <300 <300 <300 1,700 <300 <300 <300 1,200 <300 <300 <300
Chrysene (Q) 218‐01‐9 NA NLL NLL 2.0E+6 NA 300 <300 <300 <300 1,000 <300 <300 <300 600 <300 <300 <300
Dibenzo(a,h)anthracene (Q) 53‐70‐3 NA NLL NLL 2,000 NA <300 <300 <300 <300 <300 <300 <300 <300 <300 <300 <300 <300
Fluoranthene 206‐44‐0 NA 5,500 7.3E+5 4.6E+7 NA 600 <300 <300 <300 1,800 <300 <300 <300 900 <300 <300 <300
Fluorene 86‐73‐7 NA 5,300 3.9E+5 2.7E+7 4.7E+05nc <300 <300 <300 <300 <300 <300 <300 <300 <300 <300 <300 <300
Indeno(1,2,3‐cd)pyrene (Q) 193‐39‐5 NA NLL NLL 20,000 NA <300 <300 <300 <300 400 <300 <300 <300 <300 <300 <300 <300
2‐Methylnaphthalene 91‐57‐6 NA 4,200 57,000 8.1E+6 1,700nc <300 <300 <300 <300 <300 <300 <300 <300 300 <300 <300 <300
Phenanthrene 85‐01‐8 NA 2,100 56,000 1.6E+6 1,700nc 500 <300 <300 <300 1,100 <300 <300 <300 <300 <300 <300 <300
Pyrene 129‐00‐0 NA ID 4.8E+5 2.9E+7 2.5E+07nc 400 <300 <300 <300 1,500 <300 <300 <300 700 <300 <300 <300
Metals
Arsenic 7440‐38‐2 5,800 4,600 4,600 7,600 NA 200 <200 320 <200 920 410 220 <200 1,510 360 490 470
Barium (B) 7440‐39‐3 75,000 441,912 (G) 1.3E+6 3.7E+7 NA 6,860 2,610 9,350 3,180 32,700 5,710 2,720 2,710 82,200 6,180 3,620 5,790
Cadmium (B) 7440‐43‐9 1,200 3,000 (G,X) 6,000 5.5E+5 NA <200 <200 <200 <200 <200 <200 <200 <200 <200 <200 <200 <200
Chromium, Total 7440‐47‐3 18,000 (total) 3,300 30,000 2.5E+6 NA 2,280 <500 840 850 2,400 1,270 <500 <500 3,790* 1,420 11,900* 16,900*
Chromium VI 18540‐29‐9 NA 3,300 30,000 2.5E+6 NA
Copper (B) 7440‐50‐8 32,000 72,945 (G) 5.8E+6 2.0E+7 NA 1,270 <500 1,690 730 7,030 630 <500 590 20,000 1,250 3,400 4,090
Lead (B) 7439‐92‐1 21,000 2,464,000 (G,X) 7.0E+5 4.0E+5 NA 2,700 <300 5,680 490 51,000 630 540 480 204,000 8,270 2,250 4,600
Mercury, Total 7439‐97‐6 130 50 (M); 1.2 1,700 1.6E+5 22 (M)nc <50 <50 <50 <50 551 <50 <50 <50 1,472 384 <50 <50
Selenium (B) 7782‐49‐2 410 400 4,000 2.6E+6 NA <400 <400 <400 <400 <400 <400 <400 <400 <400 <400 <400 <400
Silver (B) 7440‐22‐4 1,000 100 (M); 27 4,500 2.5E+6 NA <200 <200 <200 <200 <200 <200 <200 <200 <200 <200 <200 <200
Zinc (B) 7440‐66‐6 47,000 165,237 (G) 2.4E+6 1.7E+8 NA 3,770 <500 10,800 1,200 45,000 1,080 1,660 900 71,800 5,330 10,500 13,000
PCBs
PCB, Aroclor 1016 12674‐11‐2 NA
PCB, Aroclor 1221 11104‐28‐2 NA
PCB, Aroclor 1232 11141‐16‐5 NA
PCB, Aroclor 1242 53469‐21‐9 NA
PCB, Aroclor 1248 12672‐29‐6 NA
PCB, Aroclor 1254 11097‐69‐1 NA
PCB, Aroclor 1260 11096‐82‐5 NA
PCB, Aroclor 1262 37324‐23‐5 NA
PCB, Aroclor 1268 11100‐14‐4 NA
Polychlorinated biphenyls (PCBs) (J,T) 1336‐36‐3 NA NLL NLL (T) NA
Nonspecific Grouping
Cyanide (P,R) 57‐12‐5 390 (total) 100 4,000 12,000 NA
NOTES:
1) Analytical Results Compared to EGLE Part 201 Cleanup Criteria Requirements for Response Activity/Part 213 Risk‐Based Screening Levels and Site Specific Target Levels (SSTLs
2) All results in micrograms per kilogram (µg/kg).
3) Blank cell indicated that constituent was not analyzed.
4) Groundwater Surface Water Interface Protection Criteria values with footnote (G) were calculated with a hardness value of 150 mg CaCO3/L using EGLE's GSI‐GSIP Excel Calcu
LEGEND:
Bold value indicates a concentration above laboratory method detection limits
Shaded value indicates a constituent above Drinking Water Protection (DWP) Criteria
Italicized value indicates a constituent above Groundwater Surface Water Protection (GSIP) Criteria
Red value indicates a constituent above Site‐Specific Volatilization to Indoor Air Criteria (SSVIAC)
Underlined value indicates a concentration that exceeds Direct Contact Criteria
* Indicates that constituent that meets or falls below Statewide Default Background Levels but exceeds Cleanup Criteria
Page 4 of 6
Page 83 of 334
Table 1A ‐ Soil Analytical ‐ All Constituents Excluding PFAS
Shaw Walker, Muskegon, Michigan
Residential
Sample Location GP‐27‐22 (2‐3') GP‐27‐22 (8.5‐9.5') GP‐28‐22 (1‐2') GP‐28‐22 (9‐10') GP‐29‐22 (1‐1.5') GP‐29‐22 (9‐10') GP‐30‐22 (1‐2') GP‐30‐22 (9‐10') GP‐31‐22 (1.5‐2') GP‐31‐22 (9‐10')
Groundwater
Statewide
Chemical Surface Water
Default Drinking Water
Constituent Abstract Service Interface Direct Contact Site‐Specific Volatilization Collection Date 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022
Background Protection
Number Protection Criteria to Indoor Air Criteria
Levels Criteria
Criteria
Depth 2‐3' 8.5‐9.5' 1‐2' 9‐10' 1‐1.5' 9‐10' 1‐2' 9‐10' 1.5‐2' 9‐10'
Volatiles
Acetone (I) 67‐64‐1 NA 34,000 15,000 2.3E+7 2.6E+05 (EE)st <1,000
Acrylonitrile (I) 107‐13‐1 NA 100 (M); 40 100 (M); 52 16,000 NA <100
Benzene (I) 71‐43‐2 NA 4,000 (X) 100 1.8E+5 1.7 (M)ca <50
Bromobenzene (I) 108‐86‐1 NA NA 550 5.4E+5 NA <100
Bromochloromethane 74‐97‐5 NA <100
Bromodichloromethane 75‐27‐4 NA ID 1,600 (W) 1.1E+5 0.61 (M)ca <100
Bromoform 75‐25‐2 NA ID 1,600 (W) 8.2E+5 NA <100
Bromomethane 74‐83‐9 NA 100 200 3.2E+5 NA <200
2‐Butanone (MEK) (I) 78‐93‐3 NA 44,000 2.6E+5 1.2E+8 (C,DD) NA <770
n‐Butylbenzene 104‐51‐8 NA ID 1,600 2.5E+6 560nc <50
sec‐Butylbenzene 135‐98‐8 NA ID 1,600 2.5E+6 3,800nc <50
tert‐Butylbenzene (I) 98‐06‐6 NA ID 1,600 2.5E+6 0.64 (M)nc <50
Carbon disulfide (I,R) 75‐15‐0 NA ID 16,000 7.2E+6 (C,DD) 52 (M)nc <300
Carbon tetrachloride 56‐23‐5 NA 760 (X) 100 96,000 NA <50
Chlorobenzene (I) 108‐90‐7 NA 500 2,000 4.3E+6 (C) NA <50
Chloroethane 75‐00‐3 NA 22,000 (X) 8,600 2.6E+6 (C) 330nc <300
Chloroform 67‐66‐3 NA 7,000 1,600 (W) 1.2E+6 0.26 (M)ca <50
Chloromethane (I) 74‐87‐3 NA ID 5,200 1.6E+6 (C) NA <300
o‐Chlorotoluene (I) 95‐49‐8 NA ID 3,300 4.5E+6 (C) NA
Dibromochloromethane 124‐48‐1 NA ID 1,600 (W) 1.1E+5 NA <100
Dibromochloropropane 96‐12‐8 NA ID 10 (M); 4.0 4,400 (C) NA
Dibromomethane 74‐95‐3 NA NA 1,600 2.5E+6 (C) NA <300
1,2‐Dichlorobenzene 95‐50‐1 NA 280 14,000 1.9E+7 (C) NA <100
1,3‐Dichlorobenzene 541‐73‐1 NA 680 170 2.0E+5 (C) NA <100
1,4‐Dichlorobenzene 106‐46‐7 NA 360 1,700 4.0E+5 NA <100
Dichlorodifluoromethane 75‐71‐8 NA ID 95,000 5.2E+7 (C) NA <300
1,1‐Dichloroethane 75‐34‐3 NA 15,000 18,000 2.7E+7 (C) 2.6 (M)ca <50
1,2‐Dichloroethane (I) 107‐06‐2 NA 7,200 (X) 100 91,000 0.82 (M)ca <50
cis‐1,2‐Dichloroethylene 156‐59‐2 NA 12,000 1,400 2.5E+6 (C) 12 (M)nc
trans‐1,2‐Dichloroethylene 156‐60‐5 NA 30,000 (X) 2,000 3.8E+6 (C) 2.1 (M)nc
1,1‐Dichloroethylene (I) 75‐35‐4 NA 2,600 140 2.0E+5 12 (M)nc
1,2‐Dichloropropane (I) 78‐87‐5 NA 4,600 (X) 100 1.4E+5 NA <50
cis‐1,3‐Dichloropropylene 10061‐01‐5 NA
trans‐1,3‐Dichloropropylene 10061‐02‐6 NA
Ethylbenzene (I) 100‐41‐4 NA 360 1,500 2.2E+7 (C) 12 (M)ca <50
Ethylene dibromide 106‐93‐4 NA 110 (X) 20 (M); 1.0 92 7.4E‐02 (M)ca
2‐Hexanone 591‐78‐6 NA ID 20,000 3.2E+7 (C) NA <3,000
Isopropyl benzene 98‐82‐8 NA 3,200 91,000 2.5E+7 (C) 3.8 (M)ca <300
4‐Methyl‐2‐pentanone (MIBK) (I) 108‐10‐1 NA ID 36,000 5.6E+7 (C) 3.8 (M)ca <3,000
Methylene chloride 75‐09‐2 NA 30,000 (X) 100 1.3E+6 3,300 (EE)st <100
Methyl‐tert‐butyl ether (MTBE) 1634‐04‐4 NA 1.4E+5 (X) 800 1.5E+6 74 (M)ca <200
Naphthalene 91‐20‐3 NA 730 35,000 1.6E+7 67 (M)ca <300 <300 <300 <300 <300 <300 <300 <300 <300 <300
n‐Propylbenzene (I) 103‐65‐1 NA ID 1,600 2.5E+6 1,800 (DD)dev <50
Styrene 100‐42‐5 NA 2,100 (X) 2,700 4.0E+5 150ca <50
1,1,1,2‐Tetrachloroethane 630‐20‐6 NA ID 1,500 4.8E+5 (C) NA <100
1,1,2,2‐Tetrachloroethane 79‐34‐5 NA 1,600 (X) 170 53,000 NA <50
Tetrachloroethylene 127‐18‐4 NA 1,200 (X) 100 2.0E+5 (C) 6.2 (M) (EE)st
Toluene (I) 108‐88‐3 NA 5,400 16,000 5.0E+7 (C) 3,700nc <50
1,2,4‐Trichlorobenzene 120‐82‐1 NA 5,900 (X) 4,200 9.9E+5 (DD) NA <50
1,1,1‐Trichloroethane 71‐55‐6 NA 1,800 4,000 5.0E+8 (C) 450 (EE)st <50
1,1,2‐Trichloroethane 79‐00‐5 NA 6,600 (X) 100 1.8E+5 0.37 (M)nc <50
Trichloroethylene 79‐01‐6 NA 4,000 (X) 100 1.1E+5 (DD) 0.33 (M) (DD)dev
Trichlorofluoromethane 75‐69‐4 NA NA 52,000 7.9E+7 (C) 19 (M)nc <100
1,2,3‐Trichloropropane 96‐18‐4 NA NA 840 1.3E+6 (C) NA <100
1,2,3‐Trimethylbenzene 526‐73‐8 270 (JT)nc <50
1,2,4‐Trimethylbenzene (I) 95‐63‐6 NA 570 2,100 3.2E+7 (C) 150 (JT)nc <50
1,3,5‐Trimethylbenzene (I) 108‐67‐8 NA 1,100 1,800 3.2E+7 (C) 100 (JT)nc <50
Total TMBs NA NA NA NA NA 100 (JT)nc <150
Vinyl chloride 75‐01‐4 NA 260 (X) 40 3,800 8.2E‐02 (MM) (M)mut <50
Xylenes (I) 1330‐20‐7 NA 980 5,600 4.1E+8 (C) 280 (J)nc <150
Page 5 of 6
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Table 1A ‐ Soil Analytical ‐ All Constituents Excluding PFAS
Shaw Walker, Muskegon, Michigan
Residential
Sample Location GP‐27‐22 (2‐3') GP‐27‐22 (8.5‐9.5') GP‐28‐22 (1‐2') GP‐28‐22 (9‐10') GP‐29‐22 (1‐1.5') GP‐29‐22 (9‐10') GP‐30‐22 (1‐2') GP‐30‐22 (9‐10') GP‐31‐22 (1.5‐2') GP‐31‐22 (9‐10')
Groundwater
Statewide
Chemical Surface Water
Default Drinking Water
Constituent Abstract Service Interface Direct Contact Site‐Specific Volatilization Collection Date 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022 10/31/2022
Background Protection
Number Protection Criteria to Indoor Air Criteria
Levels Criteria
Criteria
Depth 2‐3' 8.5‐9.5' 1‐2' 9‐10' 1‐1.5' 9‐10' 1‐2' 9‐10' 1.5‐2' 9‐10'
Semivolatiles
Acenaphthene 83‐32‐9 NA 8,700 3.0E+5 4.1E+7 2.1E+05nc <300 <300 <300 <300 <300 <300 <300 <300 <300 <300
Acenaphthylene 208‐96‐8 NA ID 5,900 1.6E+6 DATA <300 <300 <300 <300 <300 <300 <300 <300 <300 <300
Anthracene 120‐12‐7 NA ID 41,000 2.3E+8 1.3E+07nc <300 <300 <300 <300 <300 <300 <300 <300 <300 <300
Benzo(a)anthracene (Q) 56‐55‐3 NA NLL NLL 20,000 1.6E+05 (MM)mut <300 <300 <300 <300 400 <300 <300 <300 <300 <300
Benzo(a)pyrene (Q) 50‐32‐8 NA NLL NLL 2,000 NA <300 <300 <300 <300 400 <300 <300 <300 <300 <300
Benzo(b)fluoranthene (Q) 205‐99‐2 NA NLL NLL 20,000 NA <300 <300 <300 <300 600 <300 <300 <300 300 <300
Benzo(g,h,i)perylene 191‐24‐2 NA NLL NLL 2.5E+6 NA <300 <300 <300 <300 <300 <300 <300 <300 <300 <300
Benzo(k)fluoranthene (Q) 207‐08‐9 NA NLL NLL 2.0E+5 NA <300 <300 <300 <300 700 <300 <300 <300 400 <300
Chrysene (Q) 218‐01‐9 NA NLL NLL 2.0E+6 NA <300 <300 <300 <300 500 <300 <300 <300 <300 <300
Dibenzo(a,h)anthracene (Q) 53‐70‐3 NA NLL NLL 2,000 NA <300 <300 <300 <300 <300 <300 <300 <300 <300 <300
Fluoranthene 206‐44‐0 NA 5,500 7.3E+5 4.6E+7 NA <300 <300 400 <300 1,000 <300 <300 <300 <300 <300
Fluorene 86‐73‐7 NA 5,300 3.9E+5 2.7E+7 4.7E+05nc <300 <300 <300 <300 <300 <300 <300 <300 <300 <300
Indeno(1,2,3‐cd)pyrene (Q) 193‐39‐5 NA NLL NLL 20,000 NA <300 <300 <300 <300 <300 <300 <300 <300 <300 <300
2‐Methylnaphthalene 91‐57‐6 NA 4,200 57,000 8.1E+6 1,700nc <300 <300 <300 <300 <300 <300 <300 <300 <300 <300
Phenanthrene 85‐01‐8 NA 2,100 56,000 1.6E+6 1,700nc <300 <300 <300 <300 900 <300 <300 <300 <300 <300
Pyrene 129‐00‐0 NA ID 4.8E+5 2.9E+7 2.5E+07nc <300 <300 300 <300 900 <300 <300 <300 <300 <300
Metals
Arsenic 7440‐38‐2 5,800 4,600 4,600 7,600 NA 870 250 2,180 260 4,690* 290 1,280 310 1,930 340
Barium (B) 7440‐39‐3 75,000 441,912 (G) 1.3E+6 3.7E+7 NA 5,430 2,390 64,700 2,540 11,900 2,410 28,700 3,040 54,100 3,800
Cadmium (B) 7440‐43‐9 1,200 3,000 (G,X) 6,000 5.5E+5 NA <200 <200 220 <200 <200 <200 300 <200 280 <200
Chromium, Total 7440‐47‐3 18,000 (total) 3,300 30,000 2.5E+6 NA 2,420 730 3,170 630 1,570 1,040 1,860 1,120 4,680* 1,460
Chromium VI 18540‐29‐9 NA 3,300 30,000 2.5E+6 NA
Copper (B) 7440‐50‐8 32,000 72,945 (G) 5.8E+6 2.0E+7 NA 1,410 <500 13,000 <500 2,940 <500 5,130 570 13,300 830
Lead (B) 7439‐92‐1 21,000 2,464,000 (G,X) 7.0E+5 4.0E+5 NA 1,120 450 341,000 700 10,500 940 11,700 470 66,200 690
Mercury, Total 7439‐97‐6 130 50 (M); 1.2 1,700 1.6E+5 22 (M)nc <50 <50 54* <50 93* <50 66* <50 <50 <50
Selenium (B) 7782‐49‐2 410 400 4,000 2.6E+6 NA <400 <400 <400 <400 <400 <400 <400 <400 <400 <400
Silver (B) 7440‐22‐4 1,000 100 (M); 27 4,500 2.5E+6 NA <200 <200 <200 <200 <200 <200 <200 <200 <200 <200
Zinc (B) 7440‐66‐6 47,000 165,237 (G) 2.4E+6 1.7E+8 NA 4,300 1,450 55,800 1,100 10,400 1,900 30,200 2,080 53,000 2,410
PCBs
PCB, Aroclor 1016 12674‐11‐2 NA
PCB, Aroclor 1221 11104‐28‐2 NA
PCB, Aroclor 1232 11141‐16‐5 NA
PCB, Aroclor 1242 53469‐21‐9 NA
PCB, Aroclor 1248 12672‐29‐6 NA
PCB, Aroclor 1254 11097‐69‐1 NA
PCB, Aroclor 1260 11096‐82‐5 NA
PCB, Aroclor 1262 37324‐23‐5 NA
PCB, Aroclor 1268 11100‐14‐4 NA
Polychlorinated biphenyls (PCBs) (J,T) 1336‐36‐3 NA NLL NLL (T) NA
Nonspecific Grouping
Cyanide (P,R) 57‐12‐5 390 (total) 100 4,000 12,000 NA
NOTES:
1) Analytical Results Compared to EGLE Part 201 Cleanup Criteria Requirements for Response Activity/Part 213 Risk‐Based Screening Levels and Site Specific Target Levels (SSTLs
2) All results in micrograms per kilogram (µg/kg).
3) Blank cell indicated that constituent was not analyzed.
4) Groundwater Surface Water Interface Protection Criteria values with footnote (G) were calculated with a hardness value of 150 mg CaCO3/L using EGLE's GSI‐GSIP Excel Calcu
LEGEND:
Bold value indicates a concentration above laboratory method detection limits
Shaded value indicates a constituent above Drinking Water Protection (DWP) Criteria
Italicized value indicates a constituent above Groundwater Surface Water Protection (GSIP) Criteria
Red value indicates a constituent above Site‐Specific Volatilization to Indoor Air Criteria (SSVIAC)
Underlined value indicates a concentration that exceeds Direct Contact Criteria
* Indicates that constituent that meets or falls below Statewide Default Background Levels but exceeds Cleanup Criteria
Page 6 of 6
Page 85 of 334
Table 1B ‐ Soil Analytical ‐ PFAS Constituents
Shaw Walker, Muskegon, Michigan
Residential Nonresidential Sample Location GP‐7‐22 (9‐11') GP‐8‐22 (9‐11') GP‐9‐22 (9‐11')
Residential Nonresidential Groundwater Groundwater
Groundwater Nonresidential
Chemical Abstract Drinking Water Drinking Water Volatilization to Volatilization to Residential
Constituent Surface Water Direct Collection Date 9/22/2022 9/22/2022 9/22/2022
Service Number Protection Protection Indoor Air Indoor Air Direct Contact
Interface Criteria Contact
Criteria Criteria Inhalation Inhalation
Criteria Criteria Depth 9‐11' 9‐11' 9‐11'
PFAS
ADONA 919005‐14‐4 <100 <100 <100
9Cl‐PF3ONS 756426‐58‐1 <100 <100 <100
11Cl‐PF3OUdS 763051‐92‐9 <100 <100 <100
N‐EtFOSAA 2991‐50‐6 <26 <26 <27
FtS 4:2 757124‐72‐4 <26 <26 <27
FtS 6:2 27619‐97‐2 <26 <26 <27
FtS 8:2 39108‐34‐4 <26 <26 <27
HFPO‐DA 13252‐13‐6 <100 <100 <100
N‐MeFOSAA 2355‐31‐9 <26 <26 <27
PFBA 375‐22‐4 <50 <50 <50
PFBS 375‐73‐5 <26 <26 <27
PFBSA 30334‐69‐1 <26 <26 <27
PFDA 335‐76‐2 <100 <110 <110
PFDoA 307‐55‐1 <26 <26 <27
PFDS 335‐77‐3 <26 <26 <27
PFECHS 335‐24‐0 <26 <26 <27
PFHpA 375‐85‐9 <26 <26 <27
PFHpS 375‐92‐8 <26 <26 <27
PFHxA 307‐24‐4 <26 <26 <27
PFHxSA 41997‐13‐1 <26 <26 <27
PFHxS‐Total 355‐46‐4 <31 <31 <32
PFNA 375‐95‐1 <26 <26 <27
PFNS 68259‐12‐1 <26 <26 <27
PFOA 335‐67‐1 NA NA 10,000,000 (X) NA NA NA NA <100 <110 <110
PFOSA 754‐91‐6 <26 <26 <27
PFOS‐Total 1763‐23‐1 NA NA 240 (X) NA NA NA NA <32 <33 180
PFPeA 2706‐90‐3 <26 <26 <27
PFPeS 2706‐91‐4 <26 <26 <27
PFTeA 376‐06‐7 <100 <110 <110
PFTriA 72629‐94‐8 <26 40 <27
PFUnA 2058‐94‐8 <26 <26 <27
NOTES:
1) Analytical Results Compared to EGLE Part 201 Cleanup Criteria Requirements for Response Activity/Part 213 Risk‐Based Screening Levels for Residential and Nonresidential Soil
2) All results in nanograms per kilogram (ng/kg) .
3) Letters in criteria columns refers to Footnotes of the Criteria tables.
4) Blank cell indicates that constituent was not analyzed.
LEGEND:
Bold value indicates a concentration above laboratory method detection limits
Shaded value indicates a constituent above Drinking Water (DW) Criteria
Italicized value indicates a constituent above Groundwater Surface Water (GSI) Criteria
Red value indicates a constituent above Groundwater Volatilization to Indoor Air Inhalation Criteria (GVIIC)
Page 1 of 1
Page 86 of 334
Table 2A ‐ Groundwater Analytical ‐ All Constituents Excluding PFAS
Shaw Walker, Muskegon, Michigan
Sample
TW‐7 TW‐8 TW‐9 TW‐17 TW‐18 TW‐19 TW‐20 TW‐21 TW‐22 TW‐23 TW‐24 TW‐25 TW‐26
Identification
Nonresidential Groundwater Surface Residential SSVIAC for Residential SSVIAC for Residential SSVIAC for Non‐Residential VIAP
Chemical Abstract Residential Drinking
Constituent Drinking Water Water Interface Building #1 Building #3 Building #6 SSTLs for Building #7 Collection Date 9/22/2022 9/22/2022 9/22/2022 9/27/2022 11/1/2022 11/1/2022 11/1/2022 11/1/2022 11/1/2022 11/1/2022 11/1/2022 11/1/2022 11/1/2022
Service Number Water Criteria
Criteria Criteria (Table 1) (Table 6) (Table 15) (Table 19)
Screen Interval 10‐15' 10‐15' 10‐15' 11‐12' 8‐12' 9‐14' 8‐13' 8‐13' 7‐12' 8‐13' 7‐12' 8‐13' 8‐13'
Volatiles
Acetone (I) 67‐64‐1 730 2,100 1,700 50,000 (FF)st 1.9E+07 (EE)st 2.3E+07 (EE)st 2.2E+08 (EE)st <50 <50 <50 <50 <50
Acrylonitrile (I) 107‐13‐1 2.6 11 2.0 (M); 1.2 NA NA NA NA <2.0 <2.0 <2.0 <2.0 <2.0
Benzene (I) 71‐43‐2 5.0 (A) 5.0 (A) 200 (X) 1.0ca 23ca 26ca 570ca <1.0 <1.0 <1.0 <1.0 <1.0
Bromobenzene (I) 108‐86‐1 18 50 NA NA NA NA NA <1.0 <1.0 <1.0 <1.0 <1.0
Bromochloromethane 74‐97‐5 NA NA NA NA <1.0 <1.0 <1.0 <1.0 <1.0
Bromodichloromethane 75‐27‐4 80 (A,W) 80 (A,W) ID 1.2ca 40ca 46ca 850nc <1.0 <1.0 <1.0 3.9 <1.0
Bromoform 75‐25‐2 80 (A,W) 80 (A,W) ID NA NA NA NA <1.0 <1.0 <1.0 <1.0 <1.0
Bromomethane 74‐83‐9 10 29 5.0 (M); 4.2 NA NA NA NA <5.0 <5.0 <5.0 <5.0 <5.0
2‐Butanone (MEK) (I) 78‐93‐3 13,000 38,000 2,200 NA NA NA NA <25 <25 <25 <25 <25
n‐Butylbenzene 104‐51‐8 80 230 ID 44nc 1,400nc 1,500nc 12,000 (S)sol <1.0 <1.0 <1.0 <1.0 <1.0
sec‐Butylbenzene 135‐98‐8 80 230 ID 270nc 4,100nc 5,500nc 18,000 (S)sol <1.0 <1.0 <1.0 <1.0 <1.0
tert‐Butylbenzene (I) 98‐06‐6 80 230 ID 7.7E‐02 (M)nc 2.3nc 2.6nc 33nc <1.0 <1.0 <1.0 <1.0 <1.0
Carbon disulfide (I,R) 75‐15‐0 800 2,300 ID 92nc 1,500nc 1,700nc 25,000nc <5.0 <5.0 <5.0 <5.0 <5.0
Carbon tetrachloride 56‐23‐5 5.0 (A) 5.0 (A) 38 (X) NA NA NA NA <1.0 <1.0 <1.0 <1.0 <1.0
Chlorobenzene (I) 108‐90‐7 100 (A) 100 (A) 25 NA NA NA NA <1.0 <1.0 <1.0 <1.0 <1.0
Chloroethane 75‐00‐3 430 1,700 1,100 (X) 620nc 11,000nc 12,000nc 1.7E+05nc <5.0 <5.0 <5.0 <5.0 <5.0
Chloroform 67‐66‐3 80 (A,W) 80 (A,W) 350 0.49 (M)ca 13ca 14ca 310ca <1.0 <1.0 <1.0 12 <1.0
Chloromethane (I) 74‐87‐3 260 1,100 ID 15nc 240nc 270nc 4,000nc <5.0 <5.0 <5.0 <5.0 <5.0
o‐Chlorotoluene (I) 95‐49‐8 150 420 ID NA NA NA NA <5.0 <5.0 <5.0 <5.0
Dibromochloromethane 124‐48‐1 80 (A,W) 80 (A,W) ID NA NA NA NA <5.0 <5.0 <5.0 <5.0 <5.0
Dibromochloropropane 96‐12‐8 0.2 (A) 0.2 (A) ID NA NA NA NA <1.0 <1.0 <1.0 <1.0
Dibromomethane 74‐95‐3 80 230 NA NA NA NA NA <5.0 <5.0 <5.0 <5.0 <5.0
1,2‐Dichlorobenzene 95‐50‐1 600 (A) 600 (A) 13 NA NA NA NA <1.0 <1.0 <1.0 <1.0 <1.0
1,3‐Dichlorobenzene 541‐73‐1 6.6 19 28 NA NA NA NA <1.0 <1.0 <1.0 <1.0 <1.0
1,4‐Dichlorobenzene 106‐46‐7 75 (A) 75 (A) 17 NA NA NA NA <1.0 <1.0 <1.0 <1.0 <1.0
Dichlorodifluoromethane 75‐71‐8 1,700 4,800 ID NA NA NA NA <5.0 <5.0 <5.0 <5.0 <5.0
1,1‐Dichloroethane 75‐34‐3 880 2,500 740 4.7ca 110ca 130ca 2,700ca <1.0 <1.0 <1.0 <1.0 <1.0
1,2‐Dichloroethane (I) 107‐06‐2 5.0 (A) 5.0 (A) 360 (X) 1.4ca 34ca 39ca 840ca <1.0 <1.0 <1.0 <1.0 <1.0
cis‐1,2‐Dichloroethylene 156‐59‐2 70 (A) 70 (A) 620 3.4nc 79nc 88nc 1,200nc <1.0 <1.0 <1.0 <1.0
trans‐1,2‐Dichloroethylene 156‐60‐5 100 (A) 100 (A) 1,500 (X) 16nc 330nc 370nc 5,100nc <1.0 <1.0 <1.0 <1.0
1,1‐Dichloroethylene (I) 75‐35‐4 7.0 (A) 7.0 (A) 130 18nc 280nc 310nc 4,300nc <1.0 <1.0 <1.0 <1.0
1,2‐Dichloropropane (I) 78‐87‐5 5.0 (A) 5.0 (A) 230 (X) NA NA NA NA <1.0 <1.0 <1.0 <1.0 <1.0
cis‐1,3‐Dichloropropylene 10061‐01‐5 NA NA NA NA <0.50 <0.50 <0.50 <0.50
trans‐1,3‐Dichloropropylene 10061‐02‐6 NA NA NA NA <0.50 <0.50 <0.50 <0.50
Ethylbenzene (I) 100‐41‐4 74 (E) 74 (E) 18 2.8ca 76ca 86ca 1,800ca <1.0 <1.0 <1.0 <1.0 <1.0
Ethylene dibromide 106‐93‐4 0.05 (A) 0.05 (A) 5.7 (X) 0.13ca 5.1ca 5.9ca 120ca <1.0 <1.0 <1.0 <1.0
2‐Hexanone 591‐78‐6 1,000 2,900 ID NA NA NA NA <50 <50 <50 <50 <50
Isopropyl benzene 98‐82‐8 800 2,300 28 0.60 (M)ca 17ca 19ca 400ca <5.0 <5.0 <5.0 <5.0 <5.0
4‐Methyl‐2‐pentanone (MIBK) (I) 108‐10‐1 1,800 5,200 ID 200 (FF)st 2.7E+05 (EE)st 3.1E+05 (EE)st 2.8E+06 (EE)st <50 <50 <50 <50 <50
Methylene chloride 75‐09‐2 5.0 (A) 5.0 (A) 1,500 (X) NA NA NA NA <5.0 <5.0 <5.0 <5.0 <5.0
Methyl‐tert‐butyl ether (MTBE) 1634‐04‐4 40 (E) 40 (E) 7,100 (X) 250ca 6,700ca 7,600ca 1.6E+05ca <5.0 <5.0 <5.0 <5.0 <5.0
Naphthalene 91‐20‐3 520 1,500 11 4.2 (M)ca 130ca 140ca 3,000ca <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
n‐Propylbenzene (I) 103‐65‐1 80 230 ID 43 (DD)dev 7,000 (DD)dev 7,900 (DD) dev 52,000 (S) (DD)sol <1.0 <1.0 <1.0 <1.0 <1.0
Styrene 100‐42‐5 100 (A) 100 (A) 80 (X) 33ca 940ca 1,100ca 23,000ca <1.0 <1.0 <1.0 <1.0 <1.0
1,1,1,2‐Tetrachloroethane 630‐20‐6 77 320 ID NA NA NA NA <1.0 <1.0 <1.0 <1.0 <1.0
1,1,2,2‐Tetrachloroethane 79‐34‐5 8.5 35 78 (X) NA NA NA NA <1.0 <1.0 <1.0 <1.0 <1.0
Tetrachloroethylene 127‐18‐4 5.0 (A) 5.0 (A) 60 (X) 1.5 (FF)st 170 (EE)st 190 (EE)st 1,600 (EE)st <1.0 <1.0 <1.0 <1.0 1.0
Toluene (I) 108‐88‐3 790 (E) 790 (E) 270 300 (FF)st 38,000nc 43,000nc 5.3E+05 (S) (EE)sol <1.0 <1.0 <1.0 <1.0 <1.0
1,2,4‐Trichlorobenzene 120‐82‐1 70 (A) 70 (A) 99 (X) NA NA NA NA <5.0 <5.0 <5.0 <5.0 <5.0
1,1,1‐Trichloroethane 71‐55‐6 200 (A) 200 (A) 89 180 (FF)st 15,000 (EE)st 17,000 (EE)st 2.1E+05 (EE)st <1.0 <1.0 <1.0 <1.0 <1.0
1,1,2‐Trichloroethane 79‐00‐5 5.0 (A) 5.0 (A) 330 (X) 0.47 (M)nc 14nc 16nc 200nc <1.0 <1.0 <1.0 <1.0 <1.0
Trichloroethylene 79‐01‐6 5.0 (A) 5.0 (A) 200 (X) 7.3E‐02 (M) (DD) dev 10 (DD)dev 12 (DD)dev 110 (DD)dev <1.0 <1.0 <1.0 <1.0 <1.0
Trichlorofluoromethane 75‐69‐4 2,600 7,300 NA 22nc 200nc 230nc 3,000nc <1.0 <1.0 <1.0 <1.0 <1.0
1,2,3‐Trichloropropane 96‐18‐4 42 120 NA NA NA NA NA <1.0 <1.0 <1.0 <1.0 <1.0
1,2,3‐Trimethylbenzene 526‐73‐8 43 (JT)nc 1,400 (JT)nc 1,600 (JT)nc 20,000 (JT)nc <1.0 <1.0 <1.0 <1.0 <1.0
1,2,4‐Trimethylbenzene (I) 95‐63‐6 63 (E) 63 (E) 17 25 (JT)nc 760 (JT)nc 860 (JT)nc 11,000 (JT)nc <1.0 <1.0 <1.0 <1.0 <1.0
1,3,5‐Trimethylbenzene (I) 108‐67‐8 72 (E) 72 (E) 45 18 (JT)nc 540 (JT)nc 610 (JT)nc 7,900 (JT)nc <1.0 <1.0 <1.0 <1.0 <1.0
Vinyl chloride 75‐01‐4 2.0 (A) 2.0 (A) 13 (X) 0.12 (MM) (M)mut 1.5 (MM)mut 1.7 (MM) mut 140ca <1.0 <1.0 <1.0 <1.0 <1.0
Xylenes (I) 1330‐20‐7 280 (E) 280 (E) 49 75 (J)nc 2,000 (J)nc 2,300 (J)nc 30,000 (J)nc <3.0 <3.0 <3.0 <3.0 <3.0
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Table 2A ‐ Groundwater Analytical ‐ All Constituents Excluding PFAS
Shaw Walker, Muskegon, Michigan
Sample
TW‐7 TW‐8 TW‐9 TW‐17 TW‐18 TW‐19 TW‐20 TW‐21 TW‐22 TW‐23 TW‐24 TW‐25 TW‐26
Identification
Nonresidential Groundwater Surface Residential SSVIAC for Residential SSVIAC for Residential SSVIAC for Non‐Residential VIAP
Chemical Abstract Residential Drinking
Constituent Drinking Water Water Interface Building #1 Building #3 Building #6 SSTLs for Building #7 Collection Date 9/22/2022 9/22/2022 9/22/2022 9/27/2022 11/1/2022 11/1/2022 11/1/2022 11/1/2022 11/1/2022 11/1/2022 11/1/2022 11/1/2022 11/1/2022
Service Number Water Criteria
Criteria Criteria (Table 1) (Table 6) (Table 15) (Table 19)
Screen Interval 10‐15' 10‐15' 10‐15' 11‐12' 8‐12' 9‐14' 8‐13' 8‐13' 7‐12' 8‐13' 7‐12' 8‐13' 8‐13'
Semivolatiles
Acenaphthene 83‐32‐9 1,300 3,800 38 3,900 (S)sol 3,900 (S)sol 3,900 (S)sol 3,900 (S)sol <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Acenaphthylene 208‐96‐8 52 150 ID 65nc 65 (CC)nc 65 (CC)nc 1,000 (CC)nc <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Anthracene 120‐12‐7 43 (S) 43 (S) ID 43 (S)sol 43 (S)sol 43 (S)sol 43 (S)sol <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Benzo(a)anthracene (Q) 56‐55‐3 2.1 8.5 ID 9.4 (S) (MM)sol 9.4 (S) (MM) sol 9.4 (S) (MM) sol 9.4 (S)sol <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Benzo(a)pyrene (Q) 50‐32‐8 5.0 (A) 5.0 (A) ID NA NA NA NA <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Benzo(b)fluoranthene (Q) 205‐99‐2 1.5 (S, AA) 1.5 (S, AA) ID NA NA NA NA <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Benzo(g,h,i)perylene 191‐24‐2 1.0 (M); 0.26 (S) 1.0 (M); 0.26 (S) ID NA NA NA NA <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Benzo(k)fluoranthene (Q) 207‐08‐9 1.0 (M); 0.8 (S) 1.0 (M); 0.8 (S) NA NA NA NA NA <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Chrysene (Q) 218‐01‐9 1.6 (S) 1.6 (S) ID NA NA NA NA <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Dibenzo(a,h)anthracene (Q) 53‐70‐3 2.0 (M); 0.21 2.0 (M); 0.85 ID NA NA NA NA <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0
Fluoranthene 206‐44‐0 210 (S) 210 (S) 1.6 NA NA NA NA <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
Fluorene 86‐73‐7 880 2,000 (S) 12 66nc 2,200nc 2,500nc 25,000 (S)sol <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Indeno(1,2,3‐cd)pyrene (Q) 193‐39‐5 2.0 (M); 0.022 (S) 2.0 (M); 0.022 (S) ID NA NA NA NA <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0
2‐Methylnaphthalene 91‐57‐6 260 750 19 66nc 2,200nc 2,500nc 25,000 (S)sol <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Phenanthrene 85‐01‐8 52 150 2.0 (M); 1.7 9.5nc 220nc 290nc 1,200 (S)sol <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0
Pyrene 129‐00‐0 140 (S) 140 (S) ID 140 (S)sol 140 (S)sol 140 (S)sol 140 (S)sol <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Metals
Arsenic 7440‐38‐2 10 (A) 10 (A) 10 NA NA NA NA <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 4.0 <2.0 <2.0
Barium (B) 7440‐39‐3 2,000 (A) 2,000 (A) 673.65 (G) NA NA NA NA 73 25 20 52 32 35 43 71 41
Cadmium (B) 7440‐43‐9 5.0 (A) 5.0 (A) 3.02 (G,X) NA NA NA NA <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 5.9 <0.50
Chromium, Total 7440‐47‐3 100 (A) 100 (A) 11 NA NA NA NA <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 7.0 <5.0
Copper (B) 7440‐50‐8 1,000 (E) 1,000 (E) 12.66 (G) NA NA NA NA 5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Lead (B) 7439‐92‐1 4.0 (L) 4.0 (L) 34.17 (G,X) NA NA NA NA <3.0 <3.0 <3.0 <3.0 <3.0 <3.0 <3.0 <3.0 <3.0
Mercury, Total 7439‐97‐6 2.0 (A) 2.0 (A) 0.0013 8.8E‐02nc 2.5nc 2.8nc 37nc <0.20 <0.20 <0.20 <0.20 <0.20 <0.20 <0.20 <0.20 <0.20
Selenium (B) 7782‐49‐2 50 (A) 50 (A) 5.0 NA NA NA NA <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Silver (B) 7440‐22‐4 34 98 0.2 (M); 0.06 NA NA NA NA <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
Zinc (B) 7440‐66‐6 2,400 5,000 (E) 166.57 (G) NA NA NA NA <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
PCBs
PCB, Aroclor 1016 12674‐11‐2
PCB, Aroclor 1221 11104‐28‐2
PCB, Aroclor 1232 11141‐16‐5
PCB, Aroclor 1242 53469‐21‐9
PCB, Aroclor 1248 12672‐29‐6
PCB, Aroclor 1254 11097‐69‐1
PCB, Aroclor 1260 11096‐82‐5
PCB, Aroclor 1262 37324‐23‐5
PCB, Aroclor 1268 11100‐14‐4
Polychlorinated biphenyls (PCBs) (J,T) 1336‐36‐3 0.5 (A) 0.5 (A) 0.2 (M); 2.6E‐5
Nonspecific Grouping
Cyanide, Total (P,R) CNTOTAL 200 (A) 200 (A) 5.2 <5.0 <5.0
NOTES:
1) Analytical Results Compared to EGLE Part 201 Cleanup Criteria Requirements for Response Activity Residential Groundwater
2) All results in micrograms per liter (µg/L).
3) Letters in criteria columns refers to Footnotes of the Criteria tables.
4) Blank cell indicates that constituent was not analyzed.
5) TW‐13 had detected VOC(s) that were compared to the most restrictive Residential SSVIAC among Buildings #1, #3, and #5 (Table 1)
6) TW‐17 had detected VOCs that were compared to Residential SSVIAC for Building #3 (Table 6)
7) TW‐25 had detected VOCs that were compared to the most restrictive Residential SSVIAC among Buildings #4 and #6 (Table 15)
8) TW‐3 and TW‐30 had detetcted VOCs that were compared to Residential SSVIAC for Building 7 (Table 19)
LEGEND:
Bold value indicates a concentration above laboratory method detection limits
Shaded value indicates a constituent above Drinking Water (DW) Criteria
Italicized value indicates a constituent above Groundwater Surface Water Interface (GSI) Criteria
Red value indicates a constituent above Residential Site‐Specific Volatilization to Indoor Air Criteria (SSVIAC)
Page 2 of 2
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Table 2B ‐ Groundwater Analytical ‐ PFAS Constituents
Shaw Walker, Muskegon, Michigan
Sample
Non‐ TW‐7 TW‐8 TW‐9
Residential Identification
Chemical Residential
Drinking
Constituent Abstract Service Drinking Collection Date 9/22/2022 9/22/2022 9/22/2022
Water
Number Water
Criteria
Criteria Screen Interval 10‐15' 10‐15' 10‐15'
PFAS
ADONA 919005‐14‐4 <0.001 <0.001 <0.001
9Cl‐PF3ONS 756426‐58‐1 <0.001 <0.001 <0.001
11Cl‐PF3OUdS 763051‐92‐9 <0.001 <0.001 <0.001
N‐EtFOSAA 2991‐50‐6 <0.001 <0.001 <0.001
FtS 4:2 757124‐72‐4 <0.001 <0.001 <0.001
FtS 6:2 27619‐97‐2 <0.001 <0.001 <0.001
FtS 8:2 39108‐34‐4 <0.001 <0.001 <0.001
HFPO‐DA 13252‐13‐6 0.37 (A) 0.37 (A) <0.001 <0.001 <0.001
N‐MeFOSAA 2355‐31‐9 <0.001 <0.001 <0.001
PFBA 375‐22‐4 0.0035 0.008 0.0057
PFBS 375‐73‐5 0.42 (A) 0.42 (A) 0.0031 0.005 0.0028
PFBSA 30334‐69‐1 <0.001 <0.001 <0.001
PFDA 335‐76‐2 <0.001 <0.001 <0.001
PFDoA 307‐55‐1 <0.001 <0.001 <0.001
PFDS 335‐77‐3 <0.001 <0.001 <0.001
PFECHS 335‐24‐0 <0.001 <0.001 <0.001
PFHpA 375‐85‐9 <0.001 0.0022 0.0021
PFHpS 375‐92‐8 <0.001 <0.001 <0.001
PFHxA 307‐24‐4 400 (A) 400 (A) <0.001 0.0058 0.0023
PFHxSA 41997‐13‐1 <0.001 <0.001 <0.001
PFHxS‐Total 355‐46‐4 0.051 (A) 0.051 (A) 0.0014 0.0024 0.002
PFNA 375‐95‐1 0.006 (A) 0.006 (A) <0.001 <0.001 <0.001
PFNS 68259‐12‐1 <0.001 <0.001 <0.001
PFOA 335‐67‐1 0.008 (A) 0.008 (A) 0.0013 0.001 0.0043
PFOSA 754‐91‐6 <0.001 <0.001 <0.001
PFOS‐Total 1763‐23‐1 0.016 (A) 0.016 (A) 0.0022 0.002 0.0025
PFPeA 2706‐90‐3 <0.001 0.003 0.0029
PFPeS 2706‐91‐4 <0.001 <0.001 <0.001
PFTeA 376‐06‐7 <0.001 <0.001 <0.001
PFTriA 72629‐94‐8 <0.001 <0.001 <0.001
PFUnA 2058‐94‐8 <0.001 <0.001 <0.001
NOTES:
1) Analytical Results Compared to the Part 201 Generic Cleanup Criteria for Groundwater.
2) All results in micrograms per kilogram (ug/L).
LEGEND:
Bold value indicates a concentration above laboratory method detection limits
Page 1 of 1
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Table 3 ‐ Soil Gas Analytical
Shaw Walker, Muskegon, Michigan
Building 2 Building 3
Chemical Abstract
Parameters Residential SSVIAC Sample Location VP‐39‐22 VP‐40‐22 VP‐24‐22 VP‐25‐22 VP‐26‐22 VP‐27‐22 VP‐28‐22 VP‐29‐22 VP‐30‐22 VP‐31‐22 VP‐32‐22 VP‐33‐22 VP‐34‐22 VP‐35‐22
Service Number
Collection Date 10/3/2022 11/7/2022 9/29/2022 9/29/2022 9/29/2022 9/29/2022 9/29/2022 9/29/2022 9/30/2022 9/30/2022 9/29/2022 9/30/2022 9/30/2022 9/30/2022
Volatile Organic Compounds (VOCs)
Acetone 67‐64‐1 1.0E+06 (EE)st 150 <57 130 <57 <57 <57 <57 <57 <57 <57 <57 <57 <57 <57
Benzene 71‐43‐2 110ca <19 <19 <19 <19 <19 <19 <19 <19 <19 <19 <19 <19 <19 <19
Benzyl Chloride 100‐44‐7 NA <6.2 <6.2 <6.2 <6.2 <6.2 <6.2 <6.2 <6.2 <6.2 <6.2 <6.2 <6.2 <6.2 <6.2
Bromodichloromethane 75‐27‐4 48ca <8.0 <8.0 <8.0 <8.0 <8.0 <8.0 <8.0 <8.0 <8.0 <8.0 <8.0 <8.0 <8.0 <8.0
Bromoform 75‐25‐2 NA <62 <62 <62 <62 <62 <62 <62 <62 <62 <62 <62 <62 <62 <62
Bromomethane 74‐83‐9 NA <23 <23 <23 <23 <23 <23 <23 <23 <23 <23 <23 <23 <23 <23
1,3‐Butadiene 106‐99‐0 NA <2.7 <2.7 <2.7 <2.7 <2.7 <2.7 <2.7 <2.7 <2.7 <2.7 <2.7 <2.7 <2.7
2‐Butanone 78‐93‐3 NA <35 <35 <35 <35 <35 <35 <35 <35 <35 <35 <35 <35 <35 <35
Carbon Disulfide 75‐15‐0 24,000nc <37 <37 <37 <37 <37 <37 <37 <37 <37 <37 <37 <37 <37 <37
Carbon Tetrachloride 56‐23‐5 NA <7.5 <7.5 <7.5 <7.5 <7.5 <7.5 <7.5 <7.5 <7.5 <7.5 <7.5 <7.5 <7.5 <7.5
Chlorobenzene 108‐90‐7 NA <28 <28 <28 <28 <28 <28 <28 <28 <28 <28 <28 <28 <28 <28
Chloroethane 75‐00‐3 1.4E+05nc <16 <16 <16 <16 <16 <16 <16 <16 <16 <16 <16 <16 <16 <16
Chloroform 67‐66‐3 37ca <5.9 <5.9 <5.9 8.7 <5.9 <5.9 <5.9 8.1 8.4 <5.9 <5.9 16 77 <5.9
Chloromethane 74‐87‐3 3,100nc <12 <12 <12 <12 <12 <12 <12 <12 <12 <12 <12 <12 <12 <12
Cyclohexane 110‐82‐7 2.1E+05nc <41 <41 <41 <41 <41 <41 <41 <41 <41 <41 <41 <41 <41
Dibromochloromethane 124‐48‐1 NA <4.1 <4.1 <4.1 <4.1 <4.1 <4.1 <4.1 <4.1 <4.1 <4.1 <4.1 <4.1 <4.1 <4.1
1,2‐Dichlorobenzene 95‐50‐1 NA <36 <36 <36 <36 <36 <36 <36 <36 <36 <36 <36 <36 <36 <36
1,3‐Dichlorobenzene 541‐73‐1 NA <36 <36 <36 <36 <36 <36 <36 <36 <36 <36 <36 <36 <36 <36
1,4‐Dichlorobenzene 106‐46‐7 NA <36 <36 <36 <36 <36 <36 <36 <36 <36 <36 <36 <36 <36 <36
Dichlorodifluoromethane 75‐71‐8 NA <30 <30 <30 <30 <30 <30 <30 <30 <30 <30 <30 <30 <30 <30
1,1‐Dichloroethane 75‐34‐3 530ca <24 <24 <24 <24 <24 <24 <24 <24 <24 <24 <24 <24 <24 <24
1,2‐Dichloroethane 107‐06‐2 33ca <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9
1,1‐Dichloroethene 75‐35‐4 7,000nc <24 <24 <24 <24 <24 <24 <24 <24 <24 <24 <24 <24 <24 <24
cis‐1,2‐Dichloroethene 156‐59‐2 280nc <24 <24 <24 <24 <24 <24 <24 <24 <24 <24 <24 <24 <24 <24
trans‐1,2‐Dichloroethene 156‐60‐5 2,800nc <24 <24 <24 <24 <24 <24 <24 <24 <24 <24 <24 <24 <24 <24
1,2‐Dichloropropane 78‐87‐5 NA <28 <28 <28 <28 <28 <28 <28 <28 <28 <28 <28 <28 <28 <28
cis‐1,3‐Dichloropropene 10061‐01‐5 NA <27 <27 <27 <27 <27 <27 <27 <27 <27 <27 <27 <27 <27 <27
trans‐1,3‐Dichloropropene 10061‐02‐6 NA <27 <27 <27 <27 <27 <27 <27 <27 <27 <27 <27 <27 <27 <27
1,4‐Dioxane 123‐91‐1 NA <22 <22 <22 <22 <22 <22 <22 <22 <22 <22 <22 <22 <22 <22
Ethyl Acetate 141‐78‐6 NA <43 <43 <43 <43 <43 <43 <43 <43 <43 <43 <43 <43 <43
Ethylbenzene 100‐41‐4 340ca <52 <52 <52 <52 <52 <52 <52 <52 <52 <52 <52 <52 <52 <52
Ethylene Dibromide 106‐93‐4 1.4ca <0.92 <0.92 <0.92 <0.92 <0.92 <0.92 <0.92 <0.92 <0.92 <0.92 <0.92 <0.92 <0.92 <0.92
n‐Heptane 142‐82‐5 1.2E+05nc <49 <49 <49 <49 <49 <49 <49 <49 <49 <49 <49 <49 <49
Hexachlorobutadiene 87‐68‐3 NA <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1
n‐Hexane 110‐54‐3 24,000nc <42 <42 <42 <42 <42 <42 <42 <42 <42 <42 <42 <42 <42
2‐Hexanone 591‐78‐6 NA <49 <49 <49 <49 <49 <49 <49 <49 <49 <49 <49 <49 <49 <49
Isopropanol 67‐63‐0 7,000nc <29 <29 <29 <29 <29 <29 <29 <29 <29 <29 <29 <29 <29
Methylene Chloride 75‐09‐2 NA <42 <42 <42 <42 <42 <42 <42 <42 <42 <42 <42 <42 <42 <42
2‐Methylnaphthalene 91‐57‐6 350nc <140 <140 <140 <140 <140 <140 <140 <140 <140 <140 <140 <140 <140
4‐Methyl‐2‐pentanone 108‐10‐1 27,000 (EE)st <49 <49 <49 <49 <49 <49 <49 <49 <49 <49 <49 <49 <49 <49
MTBE 1634‐04‐4 3,300ca <22 <22 <22 <22 <22 <22 <22 <22 <22 <22 <22 <22 <22 <22
Naphthalene 91‐20‐3 25ca 38 57 <19 <19 <19 <19 <19 <19 <19 <19 <19 <19 <19 <19
Styrene 100‐42‐5 1,500ca <51 <51 <51 <51 <51 <51 <51 <51 <51 <51 <51 <51 <51 <51
Page 1 of 4
Page 90 of 334
Table 3 ‐ Soil Gas Analytical
Shaw Walker, Muskegon, Michigan
Building 2 Building 3
Chemical Abstract
Parameters Residential SSVIAC Sample Location VP‐39‐22 VP‐40‐22 VP‐24‐22 VP‐25‐22 VP‐26‐22 VP‐27‐22 VP‐28‐22 VP‐29‐22 VP‐30‐22 VP‐31‐22 VP‐32‐22 VP‐33‐22 VP‐34‐22 VP‐35‐22
Service Number
Collection Date 10/3/2022 11/7/2022 9/29/2022 9/29/2022 9/29/2022 9/29/2022 9/29/2022 9/29/2022 9/30/2022 9/30/2022 9/29/2022 9/30/2022 9/30/2022 9/30/2022
1,1,2,2‐Tetrachloroethane 79‐34‐5 NA <3.3 <3.3 <3.3 <3.3 <3.3 <3.3 <3.3 <3.3 <3.3 <3.3 <3.3 <3.3 <3.3 <3.3
Tetrachloroethene 127‐18‐4 1,400 (EE)st 61 48 <41 <41 <41 <41 <41 <41 42 <41 <41 <41 54 <41
Tetrahydrofuran 109‐99‐9 70,000nc <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 <3.5
Toluene 108‐88‐3 1.7E+05nc <23 <23 <23 <23 <23 <23 <23 <23 <23 <23 <23 <23 <23 <23
1,2,4‐Trichlorobenzene 120‐82‐1 NA <89 <89 <89 <89 <89 <89 <89 <89 <89 <89 <89 <89 <89 <89
1,1,1‐Trichloroethane 71‐55‐6 1.7E+05 (EE)st <33 <33 <33 <33 <33 <33 54 <33 140 40 <33 99 <33 <33
1,1,2‐Trichloroethane 79‐00‐5 7.0nc <6.5 <6.5 <6.5 <6.5 <6.5 <6.5 <6.5 <6.5 <6.5 <6.5 <6.5 <6.5 <6.5 <6.5
Trichloroethene 79‐01‐6 67 (DD)dev 58 <1.6 <1.6 580 <1.6 <1.6 2.0 4.7 130 1.7 <1.6 18 87 <1.6
Trichlorofluoromethane 75‐69‐4 15,000nc <34 34 <34 <34 <34 <34 120 <34 <34 <34 <34 <34 <34 <34
1,1,2‐Trichlorotrifluoroethane 76‐13‐1 NA <46 <46 <46 <46 <46 <46 <46 <46 <46 <46 <46 <46 <46
1,2,4‐Trimethylbenzene 95‐63‐6 2,100 (JT)nc <29 <29 <29 <29 <29 <29 <29 <29 <29 <29 <29 <29 <29 <29
1,3,5‐Trimethylbenzene 108‐67‐8 2,100 (JT)nc <29 <29 <29 <29 <29 <29 <29 <29 <29 <29 <29 <29 <29 <29
Vinyl Acetate 108‐05‐4 NA <42 <42 <42 <42 <42 <42 <42 <42 <42 <42 <42 <42 <42 <42
Vinyl Chloride 75‐01‐4 54 (MM)mut <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15 <15
m&p‐Xylene 136777‐61‐2 NA <52 <52 <52 <52 <52 <52 <52 <52 <52 <52 <52 <52 <52
o‐Xylene 95‐47‐6 NA <52 <52 <52 <52 <52 <52 <52 <52 <52 <52 <52 <52 <52
Xylenes 1330‐20‐7 7,600 (J)nc <100 <100 <100 <100 <100 <100 <100 <100 <100 <100 <100 <100 <100 <100
Polynuclear Aromatic Hydrocarbons (PNAs)
Acenaphthene 83‐32‐9 7,300nc 5.8 <5.0 <5.0 <5.0 <5.0
Acenaphthylene 208‐96‐8 7,300nc <5.0 <5.0 <5.0 <5.0 <5.0
Anthracene 120‐12‐7 35,000nc <5.0 <5.0 <5.0 <5.0 <5.0
Benzo(a)anthracene 56‐55‐3 5.8 (MM)mut <2.0 <2.0 <2.0 <2.0 <2.0
Fluorene 86‐73‐7 4,900nc <5.0 <5.0 <5.0 <5.0 <5.0
2‐Methylnaphthalene 91‐57‐6 350nc 6.1 <5.0 <5.0 <5.0 <5.0
Naphthalene 91‐20‐3 25ca 15 <5.0 <5.0 <5.0 <5.0
Phenanthrene 85‐01‐8 3.5nc <2.0 <2.0 <2.0 <2.0 <2.0
Pyrene 129‐00‐0 3,500nc <5.0 <5.0 <5.0 <5.0 <5.0
Mercury
Mercury 7439‐97‐6 10nc <0.47 <0.49 <0.49 <0.51 <0.51
NOTES:
1) All results in micrograms percubic meter (µg/m^3).
2) Blank cell indicates that constituent was not analyzed.
LEGEND:
Bold value indicates a concentration above laboratory method detection limits
Yellow value indicates constituent above Residential Volatilization to Indoor Air Pathway (VIAP) Site‐
Specific Target Levels (SSTLs).
Page 2 of 4
Page 91 of 334
Table 3 ‐ Soil Gas Analytical
Shaw Walker, Muskegon, Michigan
Building 5
Building 4 Building 6
Parcel 2
Chemical Abstract
Parameters Residential SSVIAC Sample Location VP‐21‐22 VP‐22‐22 VP‐41‐22 VP‐23‐22 VP‐14‐22 VP‐15‐22 VP‐16‐22 VP‐17‐22 VP‐20‐22
Service Number
Collection Date 9/30/2022 9/30/2022 9/30/2022 9/30/2022 9/30/2022 9/30/2022 9/30/2022 9/30/2022 9/30/2022
Volatile Organic Compounds (VOCs)
Acetone 67‐64‐1 1.0E+06 (EE)st <57 <57 <57 92 <57 <57 <57 160 <57
Benzene 71‐43‐2 110ca <19 <19 <19 <19 <19 <19 <19 <19 <19
Benzyl Chloride 100‐44‐7 NA <6.2 <6.2 <6.2 <6.2 <6.2 <6.2 <6.2 <6.2 <6.2
Bromodichloromethane 75‐27‐4 48ca <8.0 <8.0 <8.0 <8.0 <8.0 <8.0 <8.0 <8.0 <8.0
Bromoform 75‐25‐2 NA <62 <62 <62 <62 <62 <62 <62 <62 <62
Bromomethane 74‐83‐9 NA <23 <23 <23 <23 <23 <23 <23 <23 <23
1,3‐Butadiene 106‐99‐0 NA <2.7 <2.7 <2.7 <2.7 <2.7 <2.7 <2.7 <2.7 <2.7
2‐Butanone 78‐93‐3 NA <35 <35 <35 <35 <35 <35 <35 <35 <35
Carbon Disulfide 75‐15‐0 24,000nc <37 <37 <37 <37 <37 <37 <37 <37 <37
Carbon Tetrachloride 56‐23‐5 NA <7.5 <7.5 <7.5 <7.5 <7.5 <7.5 <7.5 <7.5 <7.5
Chlorobenzene 108‐90‐7 NA <28 <28 <28 <28 <28 <28 <28 <28 <28
Chloroethane 75‐00‐3 1.4E+05nc <16 <16 <16 <16 <16 <16 <16 <16 <16
Chloroform 67‐66‐3 37ca <5.9 <5.9 52 <5.9 <5.9 <5.9 <5.9 <5.9 <5.9
Chloromethane 74‐87‐3 3,100nc <12 <12 <12 <12 <12 <12 <12 <12 <12
Cyclohexane 110‐82‐7 2.1E+05nc <41 <41 <41 <41 <41 <41 <41 <41 <41
Dibromochloromethane 124‐48‐1 NA <4.1 <4.1 <4.1 <4.1 <4.1 <4.1 <4.1 <4.1 <4.1
1,2‐Dichlorobenzene 95‐50‐1 NA <36 <36 <36 <36 <36 <36 <36 <36 <36
1,3‐Dichlorobenzene 541‐73‐1 NA <36 <36 <36 <36 <36 <36 <36 <36 <36
1,4‐Dichlorobenzene 106‐46‐7 NA <36 <36 <36 <36 <36 <36 <36 <36 <36
Dichlorodifluoromethane 75‐71‐8 NA <30 <30 <30 <30 <30 <30 <30 <30 <30
1,1‐Dichloroethane 75‐34‐3 530ca <24 <24 <24 <24 <24 <24 <24 <24 <24
1,2‐Dichloroethane 107‐06‐2 33ca <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9
1,1‐Dichloroethene 75‐35‐4 7,000nc <24 <24 <24 <24 <24 <24 <24 <24 <24
cis‐1,2‐Dichloroethene 156‐59‐2 280nc <24 <24 <24 <24 <24 <24 <24 <24 <24
trans‐1,2‐Dichloroethene 156‐60‐5 2,800nc <24 <24 <24 <24 <24 <24 <24 <24 <24
1,2‐Dichloropropane 78‐87‐5 NA <28 <28 <28 <28 <28 <28 <28 <28 <28
cis‐1,3‐Dichloropropene 10061‐01‐5 NA <27 <27 <27 <27 <27 <27 <27 <27 <27
trans‐1,3‐Dichloropropene 10061‐02‐6 NA <27 <27 <27 <27 <27 <27 <27 <27 <27
1,4‐Dioxane 123‐91‐1 NA <22 <22 <22 <22 <22 <22 <22 <22 <22
Ethyl Acetate 141‐78‐6 NA <43 <43 <43 <43 <43 <43 <43 <43 <43
Ethylbenzene 100‐41‐4 340ca <52 <52 <52 <52 <52 <52 <52 <52 <52
Ethylene Dibromide 106‐93‐4 1.4ca <0.92 <0.92 <0.92 <0.92 <0.92 <0.92 <0.92 <0.92 <0.92
n‐Heptane 142‐82‐5 1.2E+05nc <49 <49 <49 <49 <49 <49 <49 <49 <49
Hexachlorobutadiene 87‐68‐3 NA <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1 <5.1
n‐Hexane 110‐54‐3 24,000nc <42 <42 <42 <42 <42 <42 <42 <42 <42
2‐Hexanone 591‐78‐6 NA <49 <49 <49 <49 <49 <49 <49 <49 <49
Isopropanol 67‐63‐0 7,000nc <29 <29 <29 <29 <29 <29 <29 35 <29
Methylene Chloride 75‐09‐2 NA <42 <42 <42 <42 <42 <42 <42 <42 <42
2‐Methylnaphthalene 91‐57‐6 350nc <140 <140 <140 <140 <140 <140 <140 <140 <140
4‐Methyl‐2‐pentanone 108‐10‐1 27,000 (EE)st <49 <49 <49 <49 <49 <49 <49 <49 <49
MTBE 1634‐04‐4 3,300ca <22 <22 <22 <22 <22 <22 <22 <22 <22
Naphthalene 91‐20‐3 25ca <19 <19 <19 <19 <19 <19 <19 <19 <19
Styrene 100‐42‐5 1,500ca <51 <51 <51 <51 <51 <51 <51 <51 <51
Page 3 of 4
Page 92 of 334
Table 3 ‐ Soil Gas Analytical
Shaw Walker, Muskegon, Michigan
Building 5
Building 4 Building 6
Parcel 2
Chemical Abstract
Parameters Residential SSVIAC Sample Location VP‐21‐22 VP‐22‐22 VP‐41‐22 VP‐23‐22 VP‐14‐22 VP‐15‐22 VP‐16‐22 VP‐17‐22 VP‐20‐22
Service Number
Collection Date 9/30/2022 9/30/2022 9/30/2022 9/30/2022 9/30/2022 9/30/2022 9/30/2022 9/30/2022 9/30/2022
1,1,2,2‐Tetrachloroethane 79‐34‐5 NA <3.3 <3.3 <3.3 <3.3 <3.3 <3.3 <3.3 <3.3 <3.3
Tetrachloroethene 127‐18‐4 1,400 (EE)st <41 <41 <41 44 <41 <41 <41 <41 <41
Tetrahydrofuran 109‐99‐9 70,000nc <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 3.6 <3.5
Toluene 108‐88‐3 1.7E+05nc <23 <23 <23 <23 <23 <23 <23 <23 <23
1,2,4‐Trichlorobenzene 120‐82‐1 NA <89 <89 <89 <89 <89 <89 <89 <89 <89
1,1,1‐Trichloroethane 71‐55‐6 1.7E+05 (EE)st <33 <33 <33 <33 <33 100 <33 39 <33
1,1,2‐Trichloroethane 79‐00‐5 7.0nc <6.5 <6.5 <6.5 <6.5 <6.5 <6.5 <6.5 <6.5 <6.5
Trichloroethene 79‐01‐6 67 (DD)dev <1.6 <1.6 <1.6 <1.6 <1.6 <1.6 <1.6 3.1 <1.6
Trichlorofluoromethane 75‐69‐4 15,000nc <34 <34 <34 <34 <34 <34 <34 <34 <34
1,1,2‐Trichlorotrifluoroethane 76‐13‐1 NA <46 <46 <46 <46 <46 <46 <46 <46 <46
1,2,4‐Trimethylbenzene 95‐63‐6 2,100 (JT)nc <29 <29 <29 <29 <29 <29 140 <29 <29
1,3,5‐Trimethylbenzene 108‐67‐8 2,100 (JT)nc <29 <29 <29 <29 <29 <29 65 <29 <29
Vinyl Acetate 108‐05‐4 NA <42 <42 <42 <42 <42 <42 <42 <42 <42
Vinyl Chloride 75‐01‐4 54 (MM)mut <15 <15 <15 <15 <15 <15 <15 <15 <15
m&p‐Xylene 136777‐61‐2 NA <52 <52 <52 <52 <52 <52 <52 <52 <52
o‐Xylene 95‐47‐6 NA <52 <52 <52 <52 <52 <52 <52 <52 <52
Xylenes 1330‐20‐7 7,600 (J)nc <100 <100 <100 <100 <100 <100 <100 <100 <100
Polynuclear Aromatic Hydrocarbons (PNAs)
Acenaphthene 83‐32‐9 7,300nc <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Acenaphthylene 208‐96‐8 7,300nc <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Anthracene 120‐12‐7 35,000nc <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Benzo(a)anthracene 56‐55‐3 5.8 (MM)mut <2.0 <2.0 <2.0 <2.0 <2.0 <2.0
Fluorene 86‐73‐7 4,900nc <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
2‐Methylnaphthalene 91‐57‐6 350nc <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Naphthalene 91‐20‐3 25ca <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Phenanthrene 85‐01‐8 3.5nc <2.0 <2.0 <2.0 <2.0 <2.0 <2.0
Pyrene 129‐00‐0 3,500nc <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Mercury
Mercury 7439‐97‐6 10nc <0.45 <0.50 <0.49 <0.47 <0.51 <0.48
NOTES:
1) All results in micrograms percubic meter (µg/m^3).
2) Blank cell indicates that constituent was not analyzed.
LEGEND:
Bold value indicates a concentration above laboratory method detection limits
Yellow value indicates constituent above Residential Volatilization to Indoor Air Pathway (VIAP) Site‐
Specific Target Levels (SSTLs).
Page 4 of 4
Page 93 of 334
VP-44-22
@
? @
?
GP-33-22/TW-28 GP-32-22/TW-27 GP-12-22/TW-12
VP-42-22 @
?
VP-43-22 VP-12-22 VP-11-22
W WE
STER
@ GP-4-22/TW-4
? N AVE
FRANKLIN ST
VP-15-22
VP-10-22 VP-14-22
GP-27-22/TW-24
VP-45-22 Building #6 @
? GP-26-22/TW-23
21,940 SF
PARCEL #1 @
? GP-25-22/TW-22
&
> 965 W WESTERN AVE
VP-13-22 VP-17-22 @
?
GP-5-22/TW-5
GP-34-22 PIN: 61-24-205-468-0001-10 VP-9-22 VP-16-22
VP-7-22 VP-8-22 @
? & GP-28-22
> GP-30-22/TW-26
@GP-7-22/TW-7
? @
? GP-24-22
GP-37-22/TW-30 @
? VP-18-22
&
>
VP-1-22
@
? Building #7
GP-3-22/TW-3
GP-31-22
86,844 SF GP-29-22/TW-25
& PARCEL
> #2 GP-23-22/TW-21
VP-6-22 @
?
VP-46-22 GP-2-22/TW-2
VP-20-22
920 WASHINGTON AVE @
?
VP-2-22 @
? @
?
VP-19-22 GP-8-22/TW-8 PIN: 61-24-205-467-0001-00
GP-19-22/TW-18 GP-18-22
GP-6-22/TW-6 VP-5-22
Building #5 VP-21-22 @
? &
>
GP-35-22/TW-29
@
? 15,919 SF VP-41-22
@
? VP-47-22
GP-1-22/TW-1 VP-3-22 VP-36-22
VP-4-22
& GP-36-22
> GP-9-22/TW-9 Building #4 GP-20-22
@
? 9,789 SF VP-22-22 GP-22-22/TW-20
@
? &
> @
? VP-50-22
VP-23-22 VP-49-22 VP-48-22
MICHIGAN AVE GP-14-22/TW-14
@
? GP-16-22/TW-16
GP-21-22/TW-19
VP-24-22 @
? @
? VP-27-22
GP-13-22/TW-13
@
?
@
? GP-10-22/TW-10 GP-11-22/TW-11
VP-25-22 VP-26-22
@
DIVISION ST
?
VP-28-22 VP-52-22
VP-29-22
VP-53-22
VP-51-22
PARCEL #3 VP-32-22 PARCEL #4
930 WASHINGTON AVE
HUDSON ST
VP-30-22 VP-31-22 1330 DIVISION ST
PIN: 61-24-855-000-0000-00 PIN: 61-24-205-466-0001-00
Building #3
53,719 SF
GP-15-22/TW-15 VP-33-22
VP-34-22
@
? GP-17-22/TW-17 VP-35-22
VP-37-22
@
? VP-54-22 VP-55-22
VP-38-22 VP-39-22
Building #1
16,765 SF
Building #2
12,742 SF
VP-40-22
WASHINGTON AVE
³
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
FORMER SHAW WALKER
LEGEND
FURNITURE COMPANY
&
> Soil Boring Subject Parcel Boundary Former Site Features 930 WASHINGTON AVE,
MUSKEGON, MI
@
? Soil Boring/Temporary Well Associated Former Shaw Walker Parcel Boundaries Former Railroad Spur
SOIL BORING/TEMPORARY WELL/
Vapor Pin Elevator Site Buildings FEET VAPOR PIN LOCATION MAP
100 50 0 100 200 300
JOB NO.: 9657
BY: LJC DATE: 6/5/2023
NOTE: BUILDING AREAS SHOWN ARE APPROXIMATE FOOTPRINT AREAS AND 1 INCH = 100 FEET
DO NOT REPRESENT TOTAL BUILDING SQUARE FOOTAGE. FIGURE 3
Page 94 of 334
VP-44-22
@
? @
? SB-2
GP-33-22/TW-28 GP-32-22/TW-27 GP-12-22/TW-12 3/26/92
@
?
6.5-8.5’
VP-42-22 B(a)P: 9,200 (DC)
VP-43-22 VP-12-22 VP-11-22 FLUORA: 26,000 (GSIP)
W WE
PHEN: 33,000 (GSIP, VIAC)
STER
N AVE
RS-40
SB-3
3/26/92 RS-41
9/2/93 @
?
GP-4-22/TW-4
N: 1,200 (GSIP, VIAC)
9.5-11.5’ RS-37
3-5’ GP-14-22 (9-11')
FRANKLIN ST
3.5-5.5’ 9/2/93 9/2/93
B(a)P: 5,000 (DC) 3/26/92 VP-15-22
Cr: 26,000 (GSIP) 3-5’ FLUORA: 11,000 (GSIP) VP-10-22
B(a)P: 6,500 (DC) VP-14-22 1-3’ 9/23/2022
Zn: 240,000 (GSIP) Cd: 77,000 (GSIP, DWP) N: 400 (VIAC) FLUORA: 18,000 (GSIP) GP-27-22/TW-24
Cr: 20,000 (GSIP)
@
?
B(a)P: 6,000 (DC) Building #6 VOCs ND
VP-45-22 B(a)P: 9,500 (DC) PHEN: 13,000 (GSIP, VIAC) PHEN: 21,000 (GSIP, VIAC) Zn: 270,000 (GSIP)
RS-15
FLUORA: 7,500 (GSIP) 21,940 SF CHF: 6.5 (VIAC) GP-26-22/TW-23
PARCEL #1
B(a)F: 20,000 (DC) N: 800 (GSIP, VIAC) PNAs ND
9/1/93
FLUORA: 17,000 (GSIP) N: 600 (VIAC) 15.5-14.5’ PCE: 8.8 (VIAC)
@
? GP-25-22/TW-22
@
?
1-3’
VP-13-22 VP-17-22 Mercury ND
965 W WESTERN AVE
N: 930 (GSIP, VIAC) N: 360 (VIAC) B(a)P: 2,800 (DC)
&
> PHEN: 19,000 (GSIP, VIAC) FLUORA: 5,800 (GSIP)
As: 4,600* (GSIP)
B(a)P: 2,800 (DC) PCBs ND
GP-5-22/TW-5
GP-34-22 PIN: 61-24-205-468-0001-10
6.5-8.5’
VP-9-22
PHEN: 5,700 (GSIP, VIAC)
VP-16-22 PHEN: 3,100 (GSIP, VIAC)
Cr: 5,400* (GSIP)
VP-7-22 VP-8-22 @
? & GP-28-22
> GP-30-22/TW-26
@
?
9.5-11.5’
B(a)P: 2,700 (DC)
@
? VP-18-22 @GP-7-22/TW-7
? GP-24-22
N: 1,700 (GSIP, VIAC) GP-37-22/TW-30
GP-13-22 (8.5-10.5') &
>
RS-39 SB-6
VP-1-22
@
?
9/2/93
PHEN: 7,700 (GSIP, VIAC) 9/23/2022 GP-3-22/TW-3 7/12/92
Building #7 3-5’ GP-31-22 1-3’
86,844 SF GP-29-22/TW-25
& PARCEL
>
VOCs ND N: 1,700 (GSIP, VIAC)
PNAs ND VP-6-22 @
? #2 GP-23-22/TW-21 Cr: 10,300* (GSIP)
Cu: 196,000 (GSIP)
VP-46-22 SB-5 Mercury ND
GP-2-22/TW-2
VP-20-22
920 WASHINGTON AVE @
?
TCE: 11 (VIAC)
9-11’ SB-8
7/12/92
PCBs VP-2-22 ND @
? VP-19-22 GP-8-22/TW-8 @
? PIN: 61-24-205-467-0001-00
GP-19-22/TW-18 GP-18-22
3,550* (GSIP) 7/13/92
5-7’
3-5’
GP-6-22/TW-6 VP-5-22 E: 7,700 (GSIP, DWP, VIAC)
VP-21-22 ?@
As: 7,250 (GSIP, DWP)
Building #5
&
>
Cr: 4,280* (GSIP) X: 33,000 (GSIP, DWP, VIAC)
GP-35-22/TW-29
@
?
Cr: 4,210* (GSIP)
PCE: 40 (VIAC) 15,919 SF VP-41-22
@
?
Se: 985 (GSIP)
9-11’
VP-47-22
Cr: 4,990*(GSIP) GP-1-22/TW-1 VP-3-22 VP-4-22 VP-36-22 E: 3,500 (GSIP, DWP, VIAC)
GP-9-22/TW-9 Building #4
X: 15,000 (GSIP, DWP, VIAC)
E: 160GP-36-22
& (VIAC)
> @
GP-20-22
SB-4
? 9,789 SF VP-22-22 GP-22-22/TW-20 7-8’
@
? &
>
X: 870 (VIAC)
@
? VP-50-22
7/12/93 SB-98-04 E: 10,000 (GSIP, DWP, VIAC)
1-3’ 9/14/98 VP-23-22 VP-49-22
X: 57,000 (GSIP, DWP, VIAC)
VP-48-22
Cr: 5,160* (GSIP) RS-41 RS-40 RS-39 RS-37
MICHIGAN AVE
9-11’
Zn: 681,000 (GSIP) Cr: 4,100* (GSIP) &
> &
> &
> &
> &
>
5-7’
&
> SB-3 GP-14-22/TW-14 RS-15 SB-98-17
& SB-2 >
> & @
? GP-16-22/TW-16
Cr: 8,090* (GSIP)
SB-98-04 GP-21-22/TW-19 10/8/98
Zn: 688,000 (GSIP)
GP-13-22/TW-13 SB-6 VP-24-22 @
? @
? VP-27-22 8-9’
@
?
B(a)P: 8,300 (DC)
&
> E: 440 (GSIP, VIAC)
& SB-5 >
SB-4 > @
?
FLUORA: 16,000 (GSIP)
& SB-8
SB-98-5
N: 3,500 (GSIP, VIAC) 9/14/98 &
> & >
&>
> & GP-10-22/TW-10
1,2,4-TMB: 9,800 (GSIP, DWP, VIAC) GP-11-22/TW-11
SB-7 SB-98-17 VP-25-22 VP-26-22 1,3,5-TMB: 2,600 (GSIP, DWP, VIAC)
@
DIVISION ST
&
> ?
PHEN: 12,000 (GSIP, VIAC) 0-0.5’
Cr: 6,400* (GSIP)
SB-98-5 SB-2 & SB-1
> X: 3,700 (GSIP, VIAC)
E: 800 (GSIP, VIAC) &
> GP-06 VP-28-22 VP-52-22
N: 1,600 (GSIP, VIAC)
VP-29-22
PCE: 74 (DWP, VIAC) &
> VP-53-22
&
>
HISTORICAL DATA LEGEND
X: 8,100 (GSIP, DWP, VIAC) &
> SB-9 VP-51-22
&
>
B =Benzene As =Arsenic 1,2,3-TMB =1,2,3-Trimethylbenzene Hg =Mercury, Total
SB-1 SB-5 PARCEL #3 PARCEL #4
N: 280 (VIAC)
VP-32-22
&
>
CHF =Chloroform Ba =Barium 1,2,4-TMB =1,2,4-Trimethylbenzene Ni =Nickel
PHEN: 3,100 (GSIP, VIAC) SB-98-6
E =Ethylbenzene Cd =Cadmium 1,3,5-TMB =1,3,5-Trimethylbenzene Se =Selenium
930 WASHINGTON AVE VP-30-22
1330
SB-1 DIVISION ST
SB-13 VP-31-22
HUDSON ST
N =Naphthalene Ca =Calcium X =Xylenes Ag =Silver
PCE =Tetrachloroethylene Cr =Chromium, Total B(a)P =Benzo(a)pyrene Zn =Zinc PIN: 61-24-855-000-0000-00 PIN: 61-24-205-466-0001-00
3/26/92
T =Toluene Cu =Copper FLUORA =Fluoranthene CN =Cyanide, Total Building #3 0.5-2.5’
TCE =Trichloroethylene Pb =Lead, Total PHEN =Phenanthrene
SB-98-6 53,719 SF SB-7 TCE: 12 (VIAC)
9/15/98 7/13/92 N: 600 (VIAC)
2022 DATA LEGEND
0-0.5’ SB-2 GP-15-22/TW-15 VP-33-22 7-8’
VP-34-22 3.5-5.5’
@
?
VP-35-22
Bold value indicates a concentration above laboratory method detection limits Cr: 16,000* (GSIP) GP-17-22/TW-17 Se: 2,150 (GSIP) N: 690 (VIAC)
@
?
Shaded value indicates a constituent above Drinking Water Protection (DWP) Criteria PHEN: 3,000 (GSIP, VIAC) PCE: 240 (DWP, VIAC)
Italicized value indicates a constituent above Groundwater Surface Water Protection (GSIP) Criteria TCE:VP-54-22
170 (DWP, VIAC) VP-55-22
VP-37-22 VP-38-22 SB-9
Red value indicates a constituent above Volatilization to Indoor Air Criteria (VIAC) VP-39-22 7/13/92
8-9’
Underlined value indicates a concentration that exceeds Direct Contact Criteria
Zn: 228,000 (GSIP)
SB-1 3-5’
B: 40 (VIAC)
* Indicates that constituent falls below Statewide Default Background Levels 7/12/93 GP-06 As: 7,310 (GSIP, DWP)
E: 10,000 (GSIP, DWP, VIAC)
1-3’ Building #1 9/15/95 Cr: 12,200* (GSIP)
X: 70,000 (GSIP, DWP, VIAC)
Pb: 536,000 (DC)
VOCs = Volatile Organic Compounds N: 380 (VIAC) 16,765 SF 7-11’
Se: 532 (GSIP)
9-11’
PCE: 13 (VIAC) Cd: 4,400 (GSIP) E: 2,200 (GSIP, DWP, VIAC)
PNAs = Polynuclear Aromatic Hydrocarbons
PHEN: 2,100 (GSIP, VIAC) CN: 30,000 (GSIP, DWP, DC) Zn: 201,000 (GSIP)
X: 10,000 (GSIP, DWP, VIAC)
PCBs = Polychlorinated biphenyls SB-5 Building #2 PCE: 6.2 (VIAC)
3/26/92
PFAS = Per- and polyfluoroalkyl substances
0.5-2.5’ 12,742 SF TCE: 43 (VIAC)
2-METH = 2-Methylnaphthalene N: 910 (GSIP, VIAC)
GP-15-22 (6-8') Cr: 10,000* (GSIP)
N = Naphthalene SB-13 7-9’
Cu: 110,000 (GSIP)
Cr: 5,750* (GSIP)
X = Xylene SB-2 9/23/2022 Zn: 390,000 (GSIP) 7/14/93
7/13/93 3-5’ E: 12 (VIAC)
VOCs ND B(a)P: 2,300 (DC)
BCC = Below Cleanup Criteria 10’ N: 860 (GSIP, VIAC) Cr: 5,090*VP-40-22
(GSIP) TCE: 11 (VIAC)
ND = Non-detect
CHF: 6.6 (VIAC) PNAs ND PHEN: 4,400 (GSIP, VIAC) B(a)P: 4,200 (DC)
N: 1,700 (GSIP, VIAC) 3.5-5.5’ FLUORA: 7,600 (GSIP)
NOTES: PCE: 11 (VIAC) Mercury ND Zn: 170,000 (GSIP) N: 690 (VIAC)
WASHINGTON AVE
1) Analytical Results Compared to EGLE Part 201 Cleanup Criteria Requirements for Response Activity/Part 213 Risk-
PCBs ND N: 450 (VIAC) PHEN: 7,500 (GSIP, VIAC)
Based Screening Levels and Site Specific Target Levels (SSTLs) for Residential and Nonresidential Soil
PHEN: 2,100 (GSIP, VIAC)
2) PFAS results in nanograms per kilogram (ng/kg). All other results in micrograms per kilogram (µg/kg).
³
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
FORMER SHAW WALKER
LEGEND
FURNITURE COMPANY
&
> Soil Boring Subject Parcel Boundary Former Railroad Spur 930 WASHINGTON AVE,
MUSKEGON, MI
@
? Soil Boring/Temporary Well Associated Former Shaw Walker Parcel Boundaries Site Buildings
FEET SOIL ANALYTICAL MAP
Vapor Pin Elevator
100 50 0 100 200 300
&
> Historical Soil Boring Former Site Features JOB NO.: 9657
BY: LJC DATE: 6/12/2023
NOTE: BUILDING AREAS SHOWN ARE APPROXIMATE FOOTPRINT AREAS AND 1 INCH = 100 FEET
DO NOT REPRESENT TOTAL BUILDING SQUARE FOOTAGE. FIGURE 4
Page 95 of 334
VP-44-22
@
? @
?
GP-33-22/TW-28 GP-32-22/TW-27 GP-12-22/TW-12
@
?
TW-14
VP-42-22 MW-8S
VP-43-22 VP-12-22 VP-11-22
@ MW-8D
A@
A W WE 9-14'
STER
N AVE
9/23/2022
@ GP-4-22/TW-4
? VOCs ND
FRANKLIN ST
VP-15-22 PNAs ND
VP-10-22 VP-14-22
GP-27-22/TW-24 Mercury ND
VP-45-22 Building #6 @
? GP-26-22/TW-23 PCBs ND
21,940 SF
PARCEL #1 @
? GP-25-22/TW-22
&
> 965 W WESTERN AVE
VP-13-22 VP-17-22 @
?
GP-5-22/TW-5
GP-34-22 PIN: 61-24-205-468-0001-10 VP-9-22 VP-16-22
VP-7-22 VP-8-22 @
? & GP-28-22
> GP-30-22/TW-26
@GP-7-22/TW-7
? @
? GP-24-22
GP-37-22/TW-30 @
? VP-18-22
&
>
VP-1-22
@
? GP-3-22/TW-3 MW-1S
B-7 Building #7 GP-31-22
GP-29-22/TW-25 9/14/1995
86,844 SF & PARCEL
>
9/15/1989
VP-6-22 @
? #2 GP-23-22/TW-21 Bis(2EH) 12
Hg 6
VP-46-22 GP-2-22/TW-2
VP-20-22
920 WASHINGTON AVE @
? MW-1D
@
?
Cd 20
VP-2-22
Pb 1,000
@
?
VP-19-22 GP-8-22/TW-8 PIN: 61-24-205-467-0001-00
GP-19-22/TW-18 GP-18-22 9/20/1993
GP-6-22/TW-6 VP-5-22
Building #5 VP-21-22 @
? &
>
TCE 9.1
GP-35-22/TW-29
@
? 15,919 SF VP-41-22
@
? VP-47-22
GP-1-22/TW-1 VP-3-22 VP-36-22
VP-4-22
& GP-36-22
> GP-9-22/TW-9 Building #4 GP-20-22
@
? 9,789 SF VP-22-22 GP-22-22/TW-20
@
? &
> @
? VP-50-22
VP-23-22 VP-49-22 VP-48-22
B-7
MICHIGAN AVE @
A
GP-14-22/TW-14
MW-6D
@
? @
A @
A MW-6S
GP-16-22/TW-16
GP-21-22/TW-19
@
A @
? @
?
TW-13
@ MW-1S
GP-13-22/TW-13 A VP-24-22 VP-27-22
@
?
9-14' @
? MW-1D GP-10-22/TW-10 GP-11-22/TW-11
VP-25-22 VP-26-22
@
DIVISION ST
?
9/23/2022
VOCs BCC or ND VP-28-22 VP-52-22
VP-29-22
PNAs ND VP-53-22
VP-51-22
Mercury ND
PARCEL #3 VP-32-22 PARCEL #4
PCBs ND
930 WASHINGTON AVE
HUDSON ST
VP-30-22 VP-31-22 1330 DIVISION ST
PIN: 61-24-855-000-0000-00 PIN: 61-24-205-466-0001-00
Building #3
DATA LEGEND 53,719 SF
Bold value indicates a concentration above laboratory method detection limits GP-15-22/TW-15 VP-33-22
VP-34-22
Shaded value indicates a constituent above Drinking Water (DW) Criteria TW-15 @
? GP-17-22/TW-17 VP-35-22
@
?
Italicized value indicates a constituent above Groundwater Surface Water (GSI) Criteria
6-11' VP-54-22
VP-37-22 VP-55-22
VP-38-22
@ A@
Red value indicates a constituent above Non-Residential or Residential Volatilization to
Indoor Air Pathway (VIAP) Site-Specific Target Levels (SSTLs). 9/23/2022 VP-39-22 A MW-7D
VOCs ND MW-7S
VOCs = Volatile Organic Compounds
PNAs ND Building #1
PNAs = Polynuclear Aromatic Hydrocarbons
PCBs = Polychlorinated biphenyls Mercury ND 16,765 SF
PFAS = Per- and polyfluoroalkyl substances PCBs ND
Hg = Mercury Building #2
Cd = Cadmium 12,742 SF
Pb = Lead
VC = Vinyl Chloride
TCE = Trichloroethylene
BCC = Below Cleanup Criteria
ND = Non-detect
VP-40-22
NOTES:
1) Analytical results compared to Part 201 Cleanup Criteria Requirements for Response Activity/Part 213 Risk-Based
Screening Levels for Residential and Nonresidential Groundwater
2) PFAS results in nanograms per liter (ng/L). All other results in micrograms per liter (µg/L)
WASHINGTON AVE
³
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
FORMER SHAW WALKER
LEGEND
FURNITURE COMPANY
&
> Soil Boring Subject Parcel Boundary Former Railroad Spur 930 WASHINGTON AVE,
MUSKEGON, MI
@
? Soil Boring/Temporary Well Associated Former Shaw Walker Parcel Boundaries Site Buildings
FEET GROUNDWATER
Vapor Pin Elevator
ANALYTICAL MAP
100 50 0 100 200 300
@
A Monitoring Wells (Abonmarche, 1993-95) Former Site Features JOB NO.: 9657
BY: LJC DATE: 6/12/2023
NOTE: BUILDING AREAS SHOWN ARE APPROXIMATE FOOTPRINT AREAS AND 1 INCH = 100 FEET
DO NOT REPRESENT TOTAL BUILDING SQUARE FOOTAGE. FIGURE 5
Page 96 of 334
VP-44-22
@
? @
?
GP-33-22/TW-28 GP-32-22/TW-27 GP-12-22/TW-12
VP-42-22 @
?
VP-43-22 VP-12-22 VP-11-22
W WE
STER
@ GP-4-22/TW-4
? N AVE
FRANKLIN ST
VP-15-22
VP-10-22 VP-14-22
GP-27-22/TW-24
VP-45-22 Building #6 @
? GP-26-22/TW-23
21,940 SF
PARCEL #1 @
? GP-25-22/TW-22
&
> 965 W WESTERN AVE
VP-13-22 VP-17-22 @
?
GP-5-22/TW-5
GP-34-22 PIN: 61-24-205-468-0001-10 VP-9-22 VP-16-22
VP-7-22 VP-8-22 @
? & GP-28-22
> GP-30-22/TW-26
@GP-7-22/TW-7
? @
? GP-24-22
GP-37-22/TW-30 @
? VP-18-22
&
>
VP-1-22
@
? Building #7
GP-3-22/TW-3
GP-31-22
86,844 SF GP-29-22/TW-25
& PARCEL
> #2 GP-23-22/TW-21
VP-6-22 @
?
VP-46-22 GP-2-22/TW-2
VP-20-22
920 WASHINGTON AVE @
?
VP-2-22 @
? @
?
VP-19-22 GP-8-22/TW-8 PIN: 61-24-205-467-0001-00
GP-19-22/TW-18 GP-18-22
GP-6-22/TW-6 VP-5-22
Building #5 VP-21-22 @
? &
>
GP-35-22/TW-29
@
? 15,919 SF VP-41-22
@
? VP-47-22
GP-1-22/TW-1 VP-3-22 VP-36-22
VP-4-22
& GP-36-22
> GP-9-22/TW-9 Building #4 GP-20-22
@
? 9,789 SF VP-22-22 GP-22-22/TW-20
@
? &
> @
? VP-50-22
VP-23-22 VP-49-22 VP-48-22
MICHIGAN AVE GP-14-22/TW-14
@
? GP-16-22/TW-16
GP-21-22/TW-19
VP-24-22 @
? @
? VP-27-22
GP-13-22/TW-13
@
?
@
? GP-10-22/TW-10 GP-11-22/TW-11
VP-25-22 VP-26-22
@
DIVISION ST
?
VP-28-22 VP-52-22
VP-29-22
VP-53-22
VP-51-22
PARCEL #3 VP-32-22 PARCEL #4
930 WASHINGTON AVE
HUDSON ST
VP-30-22 VP-31-22 1330 DIVISION ST
PIN: 61-24-855-000-0000-00 PIN: 61-24-205-466-0001-00
Building #3
53,719 SF
GP-15-22/TW-15 VP-33-22
VP-34-22
@
? GP-17-22/TW-17 VP-35-22
@
?
DATA LEGEND
Yellow value indicates constituent above Residential Site-Specific Volatilization to VP-37-22 VP-54-22 VP-55-22
Indoor Air Criteria (SSVIAC).
VP-38-22 VP-39-22
1,1,1-TCE = 1,1,1-Trichloroethane CHM = Chloromethane
VP-37-22
Building #1 VP-38-22
1,2,4-TMB = 1,2,4-Trimethylbenzene I = Isopropanol 10/3/2022
1,3,5-TMB = 1,3,5-Trimethylbenzene N = Naphthalene 16,765 SF 10/3/2022
TO-15 ND
2-B = 2-Butanone PCE = Tetrachloroethene A 82
2-METH = 2-Methylnaphthalene Ph = Phenanthrene Building #2
A = Acetone T = Toluene 12,742 SF I 45
ACP = Acenaphthene TCE = Trichloroethene Remaining TO-15 ND
B = Benzene TCF = Trichlorofluoromethane
CD = Carbon Disulfide TetHD = Tetrahydrofuran
CHF = Chloroform X = Xylenes VP-40-22
ND = Non-detect
Notes:
1) Only VPs with detections above laboratory detection limits are shown
2) All Results in µg/m3
WASHINGTON AVE
³
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
FORMER SHAW WALKER
LEGEND
FURNITURE COMPANY
&
> Soil Boring Subject Parcel Boundary Former Site Features 930 WASHINGTON AVE,
MUSKEGON, MI
@
? Soil Boring/Temporary Well Associated Former Shaw Walker Parcel Boundaries Former Railroad Spur
FEET VAPOR ANALYTICAL MAP
Vapor Pin Elevator Site Buildings
100 50 0 100 200 300
JOB NO.: 9657
BY: LJC DATE: 6/12/2023
NOTE: BUILDING AREAS SHOWN ARE APPROXIMATE FOOTPRINT AREAS AND 1 INCH = 100 FEET
DO NOT REPRESENT TOTAL BUILDING SQUARE FOOTAGE. FIGURE 6
Page 97 of 334
APPENDIX 3
ANALYTICAL SUMMARY TABLES
Page 98 of 334
Table 1 ‐ Soil Analytical
Shaw Walker, Muskegon, Michigan
Residential
Sample Location GP‐13‐22 (8.5‐10.5') GP‐14‐22 (9‐11') GP‐15‐22 (6‐8')
Groundwater
Statewide
Chemical Surface Water
Default Drinking Water Site‐Specific
Constituent Abstract Service Interface Direct Contact Collection Date 9/23/2022 9/23/2022 9/23/2022
Background Protection Volatilization to Indoor
Number Protection Criteria
Levels Criteria Air Criteria
Criteria
Depth 8.5‐10.5' 9‐11' 6‐8'
Volatiles
Acetone (I) 67‐64‐1 NA 34,000 15,000 2.3E+7 2.6E+05 (EE)st <1,000 <1,000 <1,000
Acrylonitrile (I) 107‐13‐1 NA 100 (M); 40 100 (M); 52 16,000 NA <110 <120 <120
Benzene (I) 71‐43‐2 NA 4,000 (X) 100 1.8E+5 1.7 (M)ca <50 <50 <50
Bromobenzene (I) 108‐86‐1 NA NA 550 5.4E+5 NA <100 <100 <100
Bromochloromethane 74‐97‐5 NA <100 <100 <100
Bromodichloromethane 75‐27‐4 NA ID 1,600 (W) 1.1E+5 0.61 (M)ca <100 <100 <100
Bromoform 75‐25‐2 NA ID 1,600 (W) 8.2E+5 NA <110 <120 <120
Bromomethane 74‐83‐9 NA 100 200 3.2E+5 NA <200 <200 <200
2‐Butanone (MEK) (I) 78‐93‐3 NA 44,000 2.6E+5 1.2E+8 (C,DD) NA <750 <750 <750
n‐Butylbenzene 104‐51‐8 NA ID 1,600 2.5E+6 560nc <57 <60 <58
sec‐Butylbenzene 135‐98‐8 NA ID 1,600 2.5E+6 3,800nc <50 <50 <50
tert‐Butylbenzene (I) 98‐06‐6 NA ID 1,600 2.5E+6 0.64 (M)nc <50 <50 <50
Carbon disulfide (I,R) 75‐15‐0 NA ID 16,000 7.2E+6 (C,DD) 52 (M)nc <250 <250 <250
Carbon tetrachloride 56‐23‐5 NA 760 (X) 100 96,000 NA <57 <60 <58
Chlorobenzene (I) 108‐90‐7 NA 500 2,000 4.3E+6 (C) NA <50 <50 <50
Chloroethane 75‐00‐3 NA 22,000 (X) 8,600 2.6E+6 (C) 330nc <250 <250 <250
Chloroform 67‐66‐3 NA 7,000 1,600 (W) 1.2E+6 0.26 (M)ca <50 <50 <50
Chloromethane (I) 74‐87‐3 NA ID 5,200 1.6E+6 (C) NA <250 <250 <250
o‐Chlorotoluene (I) 95‐49‐8 NA ID 3,300 4.5E+6 (C) NA <50 <50 <50
Dibromochloromethane 124‐48‐1 NA ID 1,600 (W) 1.1E+5 NA <110 <120 <120
Dibromochloropropane 96‐12‐8 NA ID 10 (M); 4.0 4,400 (C) NA <250 <250 <250
Dibromomethane 74‐95‐3 NA NA 1,600 2.5E+6 (C) NA <250 <250 <250
1,2‐Dichlorobenzene 95‐50‐1 NA 280 14,000 1.9E+7 (C) NA <100 <100 <100
1,3‐Dichlorobenzene 541‐73‐1 NA 680 170 2.0E+5 (C) NA <100 <100 <100
1,4‐Dichlorobenzene 106‐46‐7 NA 360 1,700 4.0E+5 NA <100 <100 <100
Dichlorodifluoromethane 75‐71‐8 NA ID 95,000 5.2E+7 (C) NA <250 <250 <250
1,1‐Dichloroethane 75‐34‐3 NA 15,000 18,000 2.7E+7 (C) 2.6 (M)ca <50 <50 <50
1,2‐Dichloroethane (I) 107‐06‐2 NA 7,200 (X) 100 91,000 0.82 (M)ca <57 <60 <58
cis‐1,2‐Dichloroethylene 156‐59‐2 NA 12,000 1,400 2.5E+6 (C) 12 (M)nc <50 <50 <50
trans‐1,2‐Dichloroethylene 156‐60‐5 NA 30,000 (X) 2,000 3.8E+6 (C) 2.1 (M)nc <50 <50 <50
1,1‐Dichloroethylene (I) 75‐35‐4 NA 2,600 140 2.0E+5 12 (M)nc <50 <50 <50
1,2‐Dichloropropane (I) 78‐87‐5 NA 4,600 (X) 100 1.4E+5 NA <57 <60 <58
cis‐1,3‐Dichloropropylene 10061‐01‐5 NA <57 <60 <58
trans‐1,3‐Dichloropropylene 10061‐02‐6 NA <57 <60 <58
Ethylbenzene (I) 100‐41‐4 NA 360 1,500 2.2E+7 (C) 12 (M)ca <50 <50 <50
Ethylene dibromide 106‐93‐4 NA 110 (X) 20 (M); 1.0 92 7.4E‐02 (M)ca <50 <50 <50
2‐Hexanone 591‐78‐6 NA ID 20,000 3.2E+7 (C) NA <2,500 <2,500 <2,500
Isopropyl benzene 98‐82‐8 NA 3,200 91,000 2.5E+7 (C) 3.8 (M)ca <250 <250 <250
4‐Methyl‐2‐pentanone (MIBK) (I) 108‐10‐1 NA ID 36,000 5.6E+7 (C) 3.8 (M)ca <2,500 <2,500 <2,500
Methylene chloride 75‐09‐2 NA 30,000 (X) 100 1.3E+6 3,300 (EE)st <100 <100 <100
Methyl‐tert‐butyl ether (MTBE) 1634‐04‐4 NA 1.4E+5 (X) 800 1.5E+6 74 (M)ca <250 <250 <250
Naphthalene 91‐20‐3 NA 730 35,000 1.6E+7 67 (M)ca <330 <330 <330
n‐Propylbenzene (I) 103‐65‐1 NA ID 1,600 2.5E+6 1,800 (DD)dev <100 <100 <100
Styrene 100‐42‐5 NA 2,100 (X) 2,700 4.0E+5 150ca <50 <50 <50
1,1,1,2‐Tetrachloroethane 630‐20‐6 NA ID 1,500 4.8E+5 (C) NA <100 <100 <100
1,1,2,2‐Tetrachloroethane 79‐34‐5 NA 1,600 (X) 170 53,000 NA <57 <60 <58
Tetrachloroethylene 127‐18‐4 NA 1,200 (X) 100 2.0E+5 (C) 6.2 (M) (EE)st <50 <50 <50
Toluene (I) 108‐88‐3 NA 5,400 16,000 5.0E+7 (C) 3,700nc <50 <50 <50
1,2,4‐Trichlorobenzene 120‐82‐1 NA 5,900 (X) 4,200 9.9E+5 (DD) NA <250 <250 <250
1,1,1‐Trichloroethane 71‐55‐6 NA 1,800 4,000 5.0E+8 (C) 450 (EE)st <50 <50 <50
1,1,2‐Trichloroethane 79‐00‐5 NA 6,600 (X) 100 1.8E+5 0.37 (M)nc <57 <60 <58
Trichloroethylene 79‐01‐6 NA 4,000 (X) 100 1.1E+5 (DD) 0.33 (M) (DD)dev <50 <50 <50
Trichlorofluoromethane 75‐69‐4 NA NA 52,000 7.9E+7 (C) 19 (M)nc <100 <100 <100
1,2,3‐Trichloropropane 96‐18‐4 NA NA 840 1.3E+6 (C) NA <100 <100 <100
1,2,3‐Trimethylbenzene 526‐73‐8 270 (JT)nc <100 <100 <100
1,2,4‐Trimethylbenzene (I) 95‐63‐6 NA 570 2,100 3.2E+7 (C) 150 (JT)nc <100 <100 <100
1,3,5‐Trimethylbenzene (I) 108‐67‐8 NA 1,100 1,800 3.2E+7 (C) 100 (JT)nc <100 <100 <100
Total TMBs NA NA NA NA NA 100 (JT)nc <300 <300 <300
Vinyl chloride 75‐01‐4 NA 260 (X) 40 3,800 8.2E‐02 (MM) (M)mut <40 <40 <40
Xylenes (I) 1330‐20‐7 NA 980 5,600 4.1E+8 (C) 280 (J)nc <150 <150 <150
Semivolatiles
Acenaphthene 83‐32‐9 NA 8,700 3.0E+5 4.1E+7 2.1E+05nc <330 <330 <330
Acenaphthylene 208‐96‐8 NA ID 5,900 1.6E+6 DATA <330 <330 <330
Anthracene 120‐12‐7 NA ID 41,000 2.3E+8 1.3E+07nc <330 <330 <330
Benzo(a)anthracene (Q) 56‐55‐3 NA NLL NLL 20,000 1.6E+05 (MM)mut <330 <330 <330
Benzo(a)pyrene (Q) 50‐32‐8 NA NLL NLL 2,000 NA <330 <330 <330
Benzo(b)fluoranthene (Q) 205‐99‐2 NA NLL NLL 20,000 NA <330 <330 <330
Benzo(g,h,i)perylene 191‐24‐2 NA NLL NLL 2.5E+6 NA <330 <330 <330
Benzo(k)fluoranthene (Q) 207‐08‐9 NA NLL NLL 2.0E+5 NA <330 <330 <330
Chrysene (Q) 218‐01‐9 NA NLL NLL 2.0E+6 NA <330 <330 <330
Dibenzo(a,h)anthracene (Q) 53‐70‐3 NA NLL NLL 2,000 NA <330 <330 <330
Fluoranthene 206‐44‐0 NA 5,500 7.3E+5 4.6E+7 NA <330 <330 <330
Fluorene 86‐73‐7 NA 5,300 3.9E+5 2.7E+7 4.7E+05nc <330 <330 <330
Indeno(1,2,3‐cd)pyrene (Q) 193‐39‐5 NA NLL NLL 20,000 NA <330 <330 <330
2‐Methylnaphthalene 91‐57‐6 NA 4,200 57,000 8.1E+6 1,700nc <330 <330 <330
Phenanthrene 85‐01‐8 NA 2,100 56,000 1.6E+6 1,700nc <330 <330 <330
Pyrene 129‐00‐0 NA ID 4.8E+5 2.9E+7 2.5E+07nc <330 <330 <330
Metals
Arsenic 7440‐38‐2 5,800 4,600 4,600 7,600 NA
Barium (B) 7440‐39‐3 75,000 441,912 (G) 1.3E+6 3.7E+7 NA
Cadmium (B) 7440‐43‐9 1,200 3,000 (G,X) 6,000 5.5E+5 NA
Chromium, Total 7440‐47‐3 18,000 (total) 3,300 30,000 2.5E+6 NA
Chromium VI 18540‐29‐9 NA 3,300 30,000 2.5E+6 NA
Copper (B) 7440‐50‐8 32,000 72,945 (G) 5.8E+6 2.0E+7 NA
Lead (B) 7439‐92‐1 21,000 2,464,000 (G,X) 7.0E+5 4.0E+5 NA
Mercury, Total 7439‐97‐6 130 50 (M); 1.2 1,700 1.6E+5 22 (M)nc <50 <50 <50
Selenium (B) 7782‐49‐2 410 400 4,000 2.6E+6 NA
Silver (B) 7440‐22‐4 1,000 100 (M); 27 4,500 2.5E+6 NA
Zinc (B) 7440‐66‐6 47,000 165,237 (G) 2.4E+6 1.7E+8 NA
PCBs
PCB, Aroclor 1016 12674‐11‐2 NA <100 <100 <100
PCB, Aroclor 1221 11104‐28‐2 NA <100 <100 <100
PCB, Aroclor 1232 11141‐16‐5 NA <100 <100 <100
PCB, Aroclor 1242 53469‐21‐9 NA <100 <100 <100
PCB, Aroclor 1248 12672‐29‐6 NA <100 <100 <100
PCB, Aroclor 1254 11097‐69‐1 NA <100 <100 <100
PCB, Aroclor 1260 11096‐82‐5 NA <100 <100 <100
PCB, Aroclor 1262 37324‐23‐5 NA <100 <100 <100
PCB, Aroclor 1268 11100‐14‐4 NA <100 <100 <100
Polychlorinated biphenyls (PCBs) (J,T) 1336‐36‐3 NA NLL NLL (T) NA <100 <100 <100
NOTES:
1) Analytical Results Compared to EGLE Part 201 Cleanup Criteria Requirements for Response Activity/Part 213 Risk‐Based Screening Levels and Site Specific Target Levels (SSTLs) for Residential and Nonresidential Soil
2) All results in micrograms per kilogram (µg/kg).
3) Blank cell indicated that constituent was not analyzed.
4) Groundwater Surface Water Interface Protection Criteria values with footnote (G) were calculated with a hardness value of 150 mg CaCO3/L using EGLE's GSI‐GSIP Excel Calculator tool.
LEGEND:
Bold value indicates a concentration above laboratory method detection limits
Shaded value indicates a constituent above Drinking Water Protection (DWP) Criteria
Italicized value indicates a constituent above Groundwater Surface Water Protection (GSIP) Criteria
Red value indicates a constituent above Site‐Specific Volatilization to Indoor Air Criteria (SSVIAC)
Underlined value indicates a concentration that exceeds Direct Contact Criteria
* Indicates that constituent that meets or falls below Statewide Default Background Levels but exceeds Cleanup Criteria
Page 1 of 1
Page 99 of 334
Table 2 ‐ Groundwater Analytical
Shaw Walker, Muskegon, Michigan
Sample
TW‐13 TW‐14 TW‐15
Identification
Nonresidential Groundwater Surface Residential SSVIAC for
Chemical Abstract Residential Drinking
Constituent Drinking Water Water Interface Building #1 Collection Date 9/23/2022 9/23/2022 9/23/2022
Service Number Water Criteria
Criteria Criteria (Table 1)
Screen Interval 9‐14' 9‐14' 6‐11'
Volatiles
Acetone (I) 67‐64‐1 730 2,100 1,700 50,000 (FF)st <50 <50 <50
Acrylonitrile (I) 107‐13‐1 2.6 11 2.0 (M); 1.2 NA <2.0 <2.0 <2.0
Benzene (I) 71‐43‐2 5.0 (A) 5.0 (A) 200 (X) 1.0ca <1.0 <1.0 <1.0
Bromobenzene (I) 108‐86‐1 18 50 NA NA <1.0 <1.0 <1.0
Bromochloromethane 74‐97‐5 NA <1.0 <1.0 <1.0
Bromodichloromethane 75‐27‐4 80 (A,W) 80 (A,W) ID 1.2ca <1.0 <1.0 <1.0
Bromoform 75‐25‐2 80 (A,W) 80 (A,W) ID NA <1.0 <1.0 <1.0
Bromomethane 74‐83‐9 10 29 5.0 (M); 4.2 NA <5.0 <5.0 <5.0
2‐Butanone (MEK) (I) 78‐93‐3 13,000 38,000 2,200 NA <25 <25 <25
n‐Butylbenzene 104‐51‐8 80 230 ID 44nc 2.4 <1.0 <1.0
sec‐Butylbenzene 135‐98‐8 80 230 ID 270nc 5.0 <1.0 <1.0
tert‐Butylbenzene (I) 98‐06‐6 80 230 ID 7.7E‐02 (M)nc <1.0 <1.0 <1.0
Carbon disulfide (I,R) 75‐15‐0 800 2,300 ID 92nc <5.0 <5.0 <5.0
Carbon tetrachloride 56‐23‐5 5.0 (A) 5.0 (A) 38 (X) NA <1.0 <1.0 <1.0
Chlorobenzene (I) 108‐90‐7 100 (A) 100 (A) 25 NA <1.0 <1.0 <1.0
Chloroethane 75‐00‐3 430 1,700 1,100 (X) 620nc <5.0 <5.0 <5.0
Chloroform 67‐66‐3 80 (A,W) 80 (A,W) 350 0.49 (M)ca <1.0 <1.0 <1.0
Chloromethane (I) 74‐87‐3 260 1,100 ID 15nc <5.0 <5.0 <5.0
o‐Chlorotoluene (I) 95‐49‐8 150 420 ID NA <5.0 <5.0 <5.0
Dibromochloromethane 124‐48‐1 80 (A,W) 80 (A,W) ID NA <5.0 <5.0 <5.0
Dibromochloropropane 96‐12‐8 0.2 (A) 0.2 (A) ID NA <1.0 <1.0 <1.0
Dibromomethane 74‐95‐3 80 230 NA NA <5.0 <5.0 <5.0
1,2‐Dichlorobenzene 95‐50‐1 600 (A) 600 (A) 13 NA <1.0 <1.0 <1.0
1,3‐Dichlorobenzene 541‐73‐1 6.6 19 28 NA <1.0 <1.0 <1.0
1,4‐Dichlorobenzene 106‐46‐7 75 (A) 75 (A) 17 NA <1.0 <1.0 <1.0
Dichlorodifluoromethane 75‐71‐8 1,700 4,800 ID NA <5.0 <5.0 <5.0
1,1‐Dichloroethane 75‐34‐3 880 2,500 740 4.7ca <1.0 <1.0 <1.0
1,2‐Dichloroethane (I) 107‐06‐2 5.0 (A) 5.0 (A) 360 (X) 1.4ca <1.0 <1.0 <1.0
cis‐1,2‐Dichloroethylene 156‐59‐2 70 (A) 70 (A) 620 3.4nc <1.0 <1.0 <1.0
trans‐1,2‐Dichloroethylene 156‐60‐5 100 (A) 100 (A) 1,500 (X) 16nc <1.0 <1.0 <1.0
1,1‐Dichloroethylene (I) 75‐35‐4 7.0 (A) 7.0 (A) 130 18nc <1.0 <1.0 <1.0
1,2‐Dichloropropane (I) 78‐87‐5 5.0 (A) 5.0 (A) 230 (X) NA <1.0 <1.0 <1.0
cis‐1,3‐Dichloropropylene 10061‐01‐5 NA <0.50 <0.50 <0.50
trans‐1,3‐Dichloropropylene 10061‐02‐6 NA <0.50 <0.50 <0.50
Ethylbenzene (I) 100‐41‐4 74 (E) 74 (E) 18 2.8ca <1.0 <1.0 <1.0
Ethylene dibromide 106‐93‐4 0.05 (A) 0.05 (A) 5.7 (X) 0.13ca <1.0 <1.0 <1.0
2‐Hexanone 591‐78‐6 1,000 2,900 ID NA <50 <50 <50
Isopropyl benzene 98‐82‐8 800 2,300 28 0.60 (M)ca <5.0 <5.0 <5.0
4‐Methyl‐2‐pentanone (MIBK) (I) 108‐10‐1 1,800 5,200 ID 200 (FF)st <50 <50 <50
Methylene chloride 75‐09‐2 5.0 (A) 5.0 (A) 1,500 (X) NA <5.0 <5.0 <5.0
Methyl‐tert‐butyl ether (MTBE) 1634‐04‐4 40 (E) 40 (E) 7,100 (X) 250ca <5.0 <5.0 <5.0
Naphthalene 91‐20‐3 520 1,500 11 4.2 (M)ca <5.0 <5.0 <5.0
n‐Propylbenzene (I) 103‐65‐1 80 230 ID 43 (DD)dev 11 <1.0 <1.0
Styrene 100‐42‐5 100 (A) 100 (A) 80 (X) 33ca <1.0 <1.0 <1.0
1,1,1,2‐Tetrachloroethane 630‐20‐6 77 320 ID NA <1.0 <1.0 <1.0
1,1,2,2‐Tetrachloroethane 79‐34‐5 8.5 35 78 (X) NA <1.0 <1.0 <1.0
Tetrachloroethylene 127‐18‐4 5.0 (A) 5.0 (A) 60 (X) 1.5 (FF)st <1.0 <1.0 <1.0
Toluene (I) 108‐88‐3 790 (E) 790 (E) 270 300 (FF)st <1.0 <1.0 <1.0
1,2,4‐Trichlorobenzene 120‐82‐1 70 (A) 70 (A) 99 (X) NA <5.0 <5.0 <5.0
1,1,1‐Trichloroethane 71‐55‐6 200 (A) 200 (A) 89 180 (FF)st <1.0 <1.0 <1.0
1,1,2‐Trichloroethane 79‐00‐5 5.0 (A) 5.0 (A) 330 (X) 0.47 (M)nc <1.0 <1.0 <1.0
Trichloroethylene 79‐01‐6 5.0 (A) 5.0 (A) 200 (X) 7.3E‐02 (M) (DD) dev <1.0 <1.0 <1.0
Trichlorofluoromethane 75‐69‐4 2,600 7,300 NA 22nc <1.0 <1.0 <1.0
1,2,3‐Trichloropropane 96‐18‐4 42 120 NA NA <1.0 <1.0 <1.0
1,2,3‐Trimethylbenzene 526‐73‐8 43 (JT)nc <1.0 <1.0 <1.0
1,2,4‐Trimethylbenzene (I) 95‐63‐6 63 (E) 63 (E) 17 25 (JT)nc <1.0 <1.0 <1.0
1,3,5‐Trimethylbenzene (I) 108‐67‐8 72 (E) 72 (E) 45 18 (JT)nc <1.0 <1.0 <1.0
Vinyl chloride 75‐01‐4 2.0 (A) 2.0 (A) 13 (X) 0.12 (MM) (M)mut <1.0 <1.0 <1.0
Xylenes (I) 1330‐20‐7 280 (E) 280 (E) 49 75 (J)nc <3.0 <3.0 <3.0
Semivolatiles
Acenaphthene 83‐32‐9 1,300 3,800 38 3,900 (S)sol <5.0 <5.0 <5.0
Acenaphthylene 208‐96‐8 52 150 ID 65nc <5.0 <5.0 <5.0
Anthracene 120‐12‐7 43 (S) 43 (S) ID 43 (S)sol <5.0 <5.0 <5.0
Benzo(a)anthracene (Q) 56‐55‐3 2.1 8.5 ID 9.4 (S) (MM)sol <1.0 <1.0 <1.0
Benzo(a)pyrene (Q) 50‐32‐8 5.0 (A) 5.0 (A) ID NA <1.0 <1.0 <1.0
Benzo(b)fluoranthene (Q) 205‐99‐2 1.5 (S, AA) 1.5 (S, AA) ID NA <1.0 <1.0 <1.0
Benzo(g,h,i)perylene 191‐24‐2 1.0 (M); 0.26 (S) 1.0 (M); 0.26 (S) ID NA <1.0 <1.0 <1.0
Benzo(k)fluoranthene (Q) 207‐08‐9 1.0 (M); 0.8 (S) 1.0 (M); 0.8 (S) NA NA <1.0 <1.0 <1.0
Chrysene (Q) 218‐01‐9 1.6 (S) 1.6 (S) ID NA <1.0 <1.0 <1.0
Dibenzo(a,h)anthracene (Q) 53‐70‐3 2.0 (M); 0.21 2.0 (M); 0.85 ID NA <2.0 <2.0 <2.0
Fluoranthene 206‐44‐0 210 (S) 210 (S) 1.6 NA <1.0 <1.0 <1.0
Fluorene 86‐73‐7 880 2,000 (S) 12 66nc <5.0 <5.0 <5.0
Indeno(1,2,3‐cd)pyrene (Q) 193‐39‐5 2.0 (M); 0.022 (S) 2.0 (M); 0.022 (S) ID NA <2.0 <2.0 <2.0
2‐Methylnaphthalene 91‐57‐6 260 750 19 66nc <5.0 <5.0 <5.0
Phenanthrene 85‐01‐8 52 150 2.0 (M); 1.7 9.5nc <2.0 <2.0 <2.0
Pyrene 129‐00‐0 140 (S) 140 (S) ID 140 (S)sol <5.0 <5.0 <5.0
Metals
Mercury, Total 7439‐97‐6 2.0 (A) 2.0 (A) 0.0013 8.8E‐02nc <0.20 <0.20 <0.20
PCBs
PCB, Aroclor 1016 12674‐11‐2 <0.20 <0.20 <0.20
PCB, Aroclor 1221 11104‐28‐2 <0.20 <0.20 <0.20
PCB, Aroclor 1232 11141‐16‐5 <0.20 <0.20 <0.20
PCB, Aroclor 1242 53469‐21‐9 <0.20 <0.20 <0.20
PCB, Aroclor 1248 12672‐29‐6 <0.20 <0.20 <0.20
PCB, Aroclor 1254 11097‐69‐1 <0.20 <0.20 <0.20
PCB, Aroclor 1260 11096‐82‐5 <0.20 <0.20 <0.20
PCB, Aroclor 1262 37324‐23‐5 <0.20 <0.20 <0.20
PCB, Aroclor 1268 11100‐14‐4 <0.20 <0.20 <0.20
Polychlorinated biphenyls (PCBs) (J,T) 1336‐36‐3 0.5 (A) 0.5 (A) 0.2 (M); 2.6E‐5 <0.20 <0.20 <0.20
NOTES:
1) Analytical Results Compared to EGLE Part 201 Cleanup Criteria Requirements for Response Activity Residential Groundwater
2) All results in micrograms per liter (µg/L).
3) Letters in criteria columns refers to Footnotes of the Criteria tables.
4) Blank cell indicates that constituent was not analyzed.
5) TW‐13 had detected VOC(s) that were compared to the most restrictive Residential SSVIAC among Buildings #1, #3, and #5 (Table 1)
LEGEND:
Bold value indicates a concentration above laboratory method detection limits
Shaded value indicates a constituent above Drinking Water (DW) Criteria
Italicized value indicates a constituent above Groundwater Surface Water (GSI) Criteria
Red value indicates a constituent above Residential Site‐Specific Volatilization to Indoor Air Criteria (SSVIAC)
Page 1 of 1
Page 100 of 334
Table 3 ‐ Soil Gas Analytical
Shaw Walker, Muskegon, Michigan
Building 1
Chemical Abstract
Parameters Residential VIAP SSTLs Sample Location VP‐37‐22 VP‐38‐22
Service Number
Collection Date 10/3/2022 10/3/2022
Volatile Organic Compounds (VOCs)
Acetone 67‐64‐1 1.0E+06 (EE)st <57 82
Benzene 71‐43‐2 110ca <19 <19
Benzyl Chloride 100‐44‐7 NA <6.2 <6.2
Bromodichloromethane 75‐27‐4 48ca <8.0 <8.0
Bromoform 75‐25‐2 NA <62 <62
Bromomethane 74‐83‐9 NA <23 <23
1,3‐Butadiene 106‐99‐0 NA <2.7 <2.7
2‐Butanone 78‐93‐3 NA <35 <35
Carbon Disulfide 75‐15‐0 24,000nc <37 <37
Carbon Tetrachloride 56‐23‐5 NA <7.5 <7.5
Chlorobenzene 108‐90‐7 NA <28 <28
Chloroethane 75‐00‐3 1.4E+05nc <16 <16
Chloroform 67‐66‐3 37ca <5.9 <5.9
Chloromethane 74‐87‐3 3,100nc <12 <12
Cyclohexane 110‐82‐7 2.1E+05nc <41 <41
Dibromochloromethane 124‐48‐1 NA <4.1 <4.1
1,2‐Dichlorobenzene 95‐50‐1 NA <36 <36
1,3‐Dichlorobenzene 541‐73‐1 NA <36 <36
1,4‐Dichlorobenzene 106‐46‐7 NA <36 <36
Dichlorodifluoromethane 75‐71‐8 NA <30 <30
1,1‐Dichloroethane 75‐34‐3 530ca <24 <24
1,2‐Dichloroethane 107‐06‐2 33ca <4.9 <4.9
1,1‐Dichloroethene 75‐35‐4 7,000nc <24 <24
cis‐1,2‐Dichloroethene 156‐59‐2 280nc <24 <24
trans‐1,2‐Dichloroethene 156‐60‐5 2,800nc <24 <24
1,2‐Dichloropropane 78‐87‐5 NA <28 <28
cis‐1,3‐Dichloropropene 10061‐01‐5 NA <27 <27
trans‐1,3‐Dichloropropene 10061‐02‐6 NA <27 <27
1,4‐Dioxane 123‐91‐1 NA <22 <22
Ethyl Acetate 141‐78‐6 NA <43 <43
Ethylbenzene 100‐41‐4 340ca <52 <52
Ethylene Dibromide 106‐93‐4 1.4ca <0.92 <0.92
n‐Heptane 142‐82‐5 1.2E+05nc <49 <49
Hexachlorobutadiene 87‐68‐3 NA <5.1 <5.1
n‐Hexane 110‐54‐3 24,000nc <42 <42
2‐Hexanone 591‐78‐6 NA <49 <49
Isopropanol 67‐63‐0 7,000nc <29 45
Methylene Chloride 75‐09‐2 NA <42 <42
2‐Methylnaphthalene 91‐57‐6 350nc <140 <140
4‐Methyl‐2‐pentanone 108‐10‐1 27,000 (EE)st <49 <49
MTBE 1634‐04‐4 3,300ca <22 <22
Naphthalene 91‐20‐3 25ca <19 <19
Styrene 100‐42‐5 1,500ca <51 <51
1,1,2,2‐Tetrachloroethane 79‐34‐5 NA <3.3 <3.3
Tetrachloroethene 127‐18‐4 1,400 (EE)st <41 <41
Tetrahydrofuran 109‐99‐9 70,000nc <3.5 <3.5
Toluene 108‐88‐3 1.7E+05nc <23 <23
1,2,4‐Trichlorobenzene 120‐82‐1 NA <89 <89
1,1,1‐Trichloroethane 71‐55‐6 1.7E+05 (EE)st <33 <33
1,1,2‐Trichloroethane 79‐00‐5 7.0nc <6.5 <6.5
Trichloroethene 79‐01‐6 67 (DD)dev <1.6 <1.6
Trichlorofluoromethane 75‐69‐4 15,000nc <34 <34
1,1,2‐Trichlorotrifluoroethane 76‐13‐1 NA <46 <46
1,2,4‐Trimethylbenzene 95‐63‐6 2,100 (JT)nc <29 <29
1,3,5‐Trimethylbenzene 108‐67‐8 2,100 (JT)nc <29 <29
Vinyl Acetate 108‐05‐4 NA <42 <42
Vinyl Chloride 75‐01‐4 54 (MM)mut <15 <15
m&p‐Xylene 136777‐61‐2 NA <52 <52
o‐Xylene 95‐47‐6 NA <52 <52
Xylenes 1330‐20‐7 7,600 (J)nc <100 <100
NOTES:
1) All results in micrograms percubic meter (µg/m^3).
2) Blank cell indicates that constituent was not analyzed.
LEGEND:
Bold value indicates a concentration above laboratory method detection limits
Yellow value indicates constituent above Residential Volatilization to Indoor Air Pathway (VIAP) Site‐
Specific Target Levels (SSTLs).
Page 1 of 1
Page 101 of 334
VP-44-22
@
? @
?
GP-33-22/TW-28 GP-32-22/TW-27 GP-12-22/TW-12
VP-42-22 @
?
VP-43-22 VP-12-22 VP-11-22
W WE
STER
@ GP-4-22/TW-4
? N AVE
FRANKLIN ST
VP-15-22
VP-10-22 VP-14-22
GP-27-22/TW-24
VP-45-22 Building #6 @
? GP-26-22/TW-23
21,940 SF
PARCEL #1 @
? GP-25-22/TW-22
&
> 965 W WESTERN AVE
VP-13-22 VP-17-22 @
?
GP-5-22/TW-5
GP-34-22 PIN: 61-24-205-468-0001-10 VP-9-22 VP-16-22
VP-7-22 VP-8-22 @
? & GP-28-22
> GP-30-22/TW-26
@
? @
? GP-24-22
GP-37-22/TW-30 @
? VP-18-22
&
>
VP-1-22 GP-7-22/TW-7
@
? Building #7
GP-3-22/TW-3
GP-31-22
86,844 SF GP-29-22/TW-25
VP-20-22 & PARCEL
> #2 GP-23-22/TW-21
VP-6-22 @
?
VP-46-22 GP-2-22/TW-2 GP-8-22/TW-8 920 WASHINGTON AVE @
?
VP-2-22 @
? VP-19-22 @
? VP-41-22 PIN: 61-24-205-467-0001-00
GP-19-22/TW-18 GP-18-22
GP-6-22/TW-6 VP-5-22
Building #5 VP-21-22 @
? &
>
GP-35-22/TW-29
@
? 15,919 SF
@
? VP-47-22
GP-1-22/TW-1 VP-3-22 VP-36-22
Building #4
VP-4-22 9,789 SF
& GP-36-22
> @
GP-9-22/TW-9 GP-20-22
? GP-22-22/TW-20
@
? VP-22-22 &
> @
? VP-50-22
VP-23-22 VP-49-22 VP-48-22
MICHIGAN AVE GP-14-22/TW-14
@
? GP-16-22/TW-16
GP-21-22/TW-19
VP-24-22 @
? @
? VP-27-22
GP-13-22/TW-13
@
?
@
? GP-10-22/TW-10 GP-11-22/TW-11
VP-25-22 VP-26-22
@
DIVISION ST
?
VP-28-22 VP-52-22
VP-29-22
VP-53-22
VP-51-22
PARCEL #3 VP-32-22 PARCEL #4
930 WASHINGTON AVE
HUDSON ST
VP-30-22 VP-31-22 1330 DIVISION ST
PIN: 61-24-855-000-0000-00 PIN: 61-24-205-466-0001-00
Building #3
53,719 SF
GP-15-22/TW-15 VP-33-22
VP-34-22
@
?
VP-35-22
VP-37-22
@
? VP-54-22 VP-55-22
VP-38-22 VP-39-22 GP-17-22/TW-17
Building #1
16,765 SF
Building #2
12,742 SF
VP-40-22
WASHINGTON AVE
³
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
FORMER SHAW WALKER
LEGEND
FURNITURE COMPANY
&
> Soil Boring Vapor Pin Former Railroad Spur 1330 DIVISION ST,
MUSKEGON, MI
@
? Soil Boring/Temporary Well Former Site Features
SOIL BORING/TEMPORARY WELL/
FEET VAPOR PIN LOCATION MAP
100 50 0 100 200 300
JOB NO.: 9657
BY: LJC DATE: 6/5/2023
NOTE: BUILDING AREAS SHOWN ARE APPROXIMATE FOOTPRINT AREAS AND 1 INCH = 100 FEET
DO NOT REPRESENT TOTAL BUILDING SQUARE FOOTAGE. FIGURE 3
Page 102 of 334
VP-44-22
@
? @
?
GP-33-22/TW-28 GP-32-22/TW-27 GP-12-22/TW-12
VP-42-22 @
?
VP-43-22 VP-12-22 VP-11-22
W WE RS-9
STER RS-3 8/31/93
@ GP-4-22/TW-4
? N AVE 8/31/93 1-3’
1-3’ Cr: 40,000 (GSIP, DWP)
FRANKLIN ST
VP-15-22
VP-10-22 VP-14-22 CHF: 14 (VIAC) Cu: 105,000 (GSIP)
GP-27-22/TW-24 Se: 540 (GSIP) RS-14
VP-45-22 Building #6 @
? GP-26-22/TW-23 N: 580 (VIAC) 8/31/93
21,940 SF
PARCEL #1 @
? GP-25-22/TW-22 PHEN: 2,300 (GSIP, VIAC) 1-3’
&
> 965 W WESTERN AVE
VP-13-22 VP-17-22 @
? As: 6,300 (GSIP, DWP)
CHF: 23 (VIAC)
GP-5-22/TW-5
GP-34-22 PIN: 61-24-205-468-0001-10 VP-9-22 VP-16-22
VP-7-22 VP-8-22 @
? & GP-28-22
> GP-30-22/TW-26
@GP-7-22/TW-7
? @
? GP-24-22
GP-37-22/TW-30 @
? VP-18-22
&
>
VP-1-22
@
? Building #7
GP-3-22/TW-3
GP-31-22 RS-27 RS-12
86,844 SF GP-29-22/TW-25 9/1/93 8/31/93
& PARCEL #2
>
VP-6-22 @
? GP-23-22/TW-21
1-3’ 1-3’
VP-46-22 GP-2-22/TW-2
VP-20-22
920 WASHINGTON AVE
@
? Cr: 47,000 (GSIP, DWP) Cr: 30,000 (GSIP, DWP)
@
?
N: 2,200 (GSIP, VIAC)
VP-2-22 @
?
VP-19-22 GP-8-22/TW-8 PIN: 61-24-205-467-0001-00
PHEN: 2,400 (GSIP, VIAC)
GP-19-22/TW-18 GP-18-22 PHEN: 1,800 (VIAC)
GP-6-22/TW-6 VP-5-22
VP-21-22 ?@ &
>
GP-35-22/TW-29
@
? VP-41-22
@
? VP-47-22
GP-1-22/TW-1 VP-3-22 VP-36-22 Building #4
VP-4-22
& GP-36-22
> @
Building #5 GP-9-22/TW-9 9,789 SF GP-20-22
? GP-22-22/TW-20
15,919 SF @
? VP-22-22 &
> @
? VP-50-22
VP-23-22 VP-49-22 VP-48-22
MICHIGAN AVE GP-14-22/TW-14
Notes: &
>
1) Figure basemap from Earth Tech’s 1998 RAP - Figure 2. @
? GP-16-22/TW-16
GP-21-22/TW-19 RS-3
2) ERG added data concentration boxes for data review purposes. VP-24-22 @
? @
? VP-27-22
3) All results in µg/kg.
GP-13-22/TW-13
@
?
4) Results compared to Part 201 Generic Criteria & Site-Specific VIAC. @
? GP-10-22/TW-10 &GP-11-22/TW-11
>
RS-9
DIVISION ST
VP-25-22 VP-26-22
@
?
5) Only constituents with concentrations exceeding criteria are shown
on the figure. However, Cr concentrations exceeding GSIP but
VP-28-22 VP-52-22
falling below Statewide Default Background Levels are not included VP-29-22 &
> &
>
for spatial concerns. RS-27 VP-53-22
VP-51-22 &
>
DATA LEGEND
PARCEL #3 VP-32-22 &
> PARCEL #4 &
>
B =Benzene As =Arsenic 1,2,3-TMB =1,2,3-Trimethylbenzene Hg =Mercury, Total
RS-28 RS-14
930 WASHINGTON AVE
HUDSON ST
VP-30-22
CHF =Chloroform Ba =Barium 1,2,4-TMB =1,2,4-Trimethylbenzene Ni =Nickel VP-31-22 1330 DIVISION ST
E =Ethylbenzene Cd =Cadmium 1,3,5-TMB =1,3,5-Trimethylbenzene Se =Selenium
PIN: 61-24-855-000-0000-00 PIN: 61-24-205-466-0001-00
N =Naphthalene Ca =Calcium X =Xylenes Ag =Silver Building #3
PCE =Tetrachloroethylene Cr =Chromium, Total B(a)P =Benzo(a)pyrene Zn =Zinc 53,719 SF
T =Toluene Cu =Copper FLUORA =Fluoranthene CN =Cyanide, Total GP-15-22/TW-15 VP-33-22
VP-34-22
TCE =Trichloroethylene Pb =Lead, Total PHEN =Phenanthrene
@
? GP-17-22/TW-17 VP-35-22
@
?
2022 DATA LEGEND
Bold value indicates a concentration above laboratory method detection limits
VP-37-22 VP-54-22 VP-55-22
Shaded value indicates a constituent above Drinking Water Protection (DWP) Criteria VP-38-22 VP-39-22
Italicized value indicates a constituent above Groundwater Surface Water Protection (GSIP) Criteria
Red value indicates a constituent above Volatilization to Indoor Air Criteria (VIAC)
RS-13
Underlined value indicates a concentration that exceeds Direct Contact Criteria 8/31/93
* Indicates that constituent falls below Statewide Default Background Levels Building #1 RS-28 1-3’
16,765 SF 9/1/93 GP-10-22 (9-10.5') As: 8,400 (GSIP, DWP, DC)
VOCs = Volatile Organic Compounds
PNAs = Polynuclear Aromatic Hydrocarbons 1-3’ GP-11-22 (6-8') Cr: 30,000 (GSIP, DWP)
Building #2 As: 8,800 (GSIP, DWP, DC) 9/22/2022 Cu: 76,000 (GSIP)
PCBs = Polychlorinated biphenyls
9/22/2022
PFAS = Per- and polyfluoroalkyl substances 12,742 SF Cd: 3,000 (GSIP) VOCs ND Zn: 232,000 (GSIP)
2-METH = 2-Methylnaphthalene
Cr: 67,000 (GSIP, DWP) PNAs ND CHF: 58 (VIAC)
N = Naphthalene PNAs ND N: 940 (GSIP, VIAC)
X = Xylene Cu: 130,000 (GSIP) Chromium VI ND
Se: 500 (GSIP) Chromium VI ND PHEN: 2,700 (GSIP,VIAC)
BCC = Below Cleanup Criteria
VP-40-22 Zn: 385,000 (GSIP)
ND = Non-detect
NOTES:
CHF: 13 (VIAC)
1) Analytical Results Compared to EGLE Part 201 Cleanup Criteria Requirements for Response Activity/Part 213 Risk-
Based Screening Levels and Site Specific Target Levels (SSTLs) for Residential and Nonresidential Soil
2) PFAS results in nanograms per kilogram (ng/kg). All other results in micrograms per kilogram (µg/kg).
3) The results were compared to Residential Volitilization to Indoor Pathway (VIAP) Site-Specific Target Levels (SSTLs) WASHINGTON AVE
³
that were created for Parcels 1 through 3. ERG is relating the results of Parcel 4 for comparison's sake. © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
FORMER SHAW WALKER
LEGEND
FURNITURE COMPANY
&
> Soil Boring Vapor Pin Former Site Features 1330 DIVISION ST,
MUSKEGON, MI
@
? Soil Boring/Temporary Well &
> Historical Soil Boring Former Railroad Spur
FEET SOIL ANALYTICAL MAP
100 50 0 100 200 300
JOB NO.: 9657
BY: LJC DATE: 6/6/2023
NOTE: BUILDING AREAS SHOWN ARE APPROXIMATE FOOTPRINT AREAS AND 1 INCH = 100 FEET
DO NOT REPRESENT TOTAL BUILDING SQUARE FOOTAGE. FIGURE 4
Page 103 of 334
VP-44-22
@
? @
?
GP-33-22/TW-28 GP-32-22/TW-27 GP-12-22/TW-12
VP-42-22 @
?
VP-43-22 VP-12-22 VP-11-22
W WE
STER
@ GP-4-22/TW-4
? N AVE
FRANKLIN ST
VP-15-22
VP-10-22 VP-14-22
GP-27-22/TW-24
VP-45-22 Building #6 @
? GP-26-22/TW-23
21,940 SF
PARCEL #1 @
? GP-25-22/TW-22
&
> 965 W WESTERN AVE
VP-13-22 VP-17-22 @
?
GP-5-22/TW-5
GP-34-22 PIN: 61-24-205-468-0001-10 VP-9-22 VP-16-22
VP-7-22 VP-8-22 @
? & GP-28-22
> GP-30-22/TW-26
@GP-7-22/TW-7
? @
? GP-24-22
GP-37-22/TW-30 @
? VP-18-22
&
>
VP-1-22
@
? Building #7
GP-3-22/TW-3
GP-31-22
86,844 SF GP-29-22/TW-25
& PARCEL
> #2 GP-23-22/TW-21
VP-6-22 @
?
VP-46-22 GP-2-22/TW-2
VP-20-22
920 WASHINGTON AVE @
?
VP-2-22 @
? @
?
VP-19-22 GP-8-22/TW-8 PIN: 61-24-205-467-0001-00
GP-19-22/TW-18 GP-18-22
GP-6-22/TW-6 VP-5-22
VP-21-22 @
? &
>
GP-35-22/TW-29
@
? VP-41-22
@
? VP-47-22
GP-1-22/TW-1 VP-3-22 VP-36-22 Building #4
VP-4-22
& GP-36-22
> @
Building #5 GP-9-22/TW-9 9,789 SF GP-20-22
? GP-22-22/TW-20
15,919 SF @
? VP-22-22 &
> @
? VP-50-22
VP-23-22 VP-49-22 VP-48-22
MICHIGAN AVE GP-14-22/TW-14
&
>
@
? GP-16-22/TW-16
GP-21-22/TW-19 RS-3
VP-24-22 @
? @
? VP-27-22
GP-13-22/TW-13
@
?
@
? GP-10-22/TW-10 &GP-11-22/TW-11
>
VP-25-22 VP-26-22 RS-9
@
DIVISION ST
?
VP-28-22 VP-52-22
VP-29-22 &
> &
>
RS-27 VP-53-22
VP-51-22 &
>
PARCEL #3 VP-32-22 &
> PARCEL #4 &
>
RS-28 RS-14
930 WASHINGTON AVE
HUDSON ST
VP-30-22
DATA LEGEND VP-31-22 1330 DIVISION ST
Bold value indicates a concentration above laboratory method detection limits PIN: 61-24-855-000-0000-00 PIN: 61-24-205-466-0001-00
Shaded value indicates a constituent above Drinking Water (DW) Criteria Building #3
53,719 SF
Italicized value indicates a constituent above Groundwater Surface Water (GSI) Criteria
GP-15-22/TW-15 VP-33-22
VP-34-22
Red value indicates a constituent above Non-Residential or Residential Volatilization to @
? GP-17-22/TW-17 VP-35-22
TW-10 TW-11
Indoor Air Pathway (VIAP) Site-Specific Target Levels (SSTLs).
VP-37-22
@
? VP-54-22 VP-55-22
VP-38-22 VP-39-22 10-15' 10-15'
VOCs = Volatile Organic Compounds
9/22/2022 9/22/2022
PNAs = Polynuclear Aromatic Hydrocarbons Building #1
PCBs = Polychlorinated biphenyls 16,765 SF VOCs ND PNAs ND
PFAS = Per- and polyfluoroalkyl substances PNAs ND
Building #2
VC = Vinyl Chloride
12,742 SF
TCE = Trichloroethylene
BCC = Below Cleanup Criteria
ND = Non-detect
VP-40-22
NOTES:
1) Analytical results compared to Part 201 Cleanup Criteria Requirements for Response Activity/Part 213 Risk-Based
Screening Levels for Residential and Nonresidential Groundwater
2) PFAS results in nanograms per liter (ng/L). All other results in micrograms per liter (µg/L)
WASHINGTON AVE
³
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
FORMER SHAW WALKER
LEGEND
FURNITURE COMPANY
&
> Soil Boring Vapor Pin Former Site Features 1330 DIVISION ST,
MUSKEGON, MI
@
? Soil Boring/Temporary Well &
> Historical Soil Boring Former Railroad Spur
FEET GROUNDWATER
ANALYTICAL MAP
100 50 0 100 200 300
JOB NO.: 9657
BY: LJC DATE: 6/5/2023
NOTE: BUILDING AREAS SHOWN ARE APPROXIMATE FOOTPRINT AREAS AND 1 INCH = 100 FEET
DO NOT REPRESENT TOTAL BUILDING SQUARE FOOTAGE. FIGURE 5
Page 104 of 334
VP-44-22
@
? @
?
GP-33-22/TW-28 GP-32-22/TW-27 GP-12-22/TW-12
VP-42-22 @
?
VP-43-22 VP-12-22 VP-11-22
W WE
STER
@ GP-4-22/TW-4
? N AVE
FRANKLIN ST
VP-15-22 VP-49-22
VP-10-22 VP-14-22
GP-27-22/TW-24
11/7/2022
VP-45-22 Building #6 @
? GP-26-22/TW-23 VP-48-22
21,940 SF B 20
PARCEL #1 @
? GP-25-22/TW-22 11/7/2022
&
> 965 W WESTERN AVE
VP-13-22 VP-17-22 @
? CD 77
TO-15 ND
GP-5-22/TW-5 T 32
GP-34-22 PIN: 61-24-205-468-0001-10 VP-9-22 VP-16-22 Ph 2.3
VP-7-22 VP-8-22 @
? & GP-28-22
> GP-30-22/TW-26 Remaining TO-15 ND
@GP-7-22/TW-7
? @
? GP-24-22 Remaining PAH ND
GP-37-22/TW-30 @
? VP-18-22
&
>
PAH ND
VP-1-22
@
? Building #7
GP-3-22/TW-3
GP-31-22
VP-50-22
86,844 SF GP-29-22/TW-25 11/7/2022
& PARCEL #2
>
VP-6-22 @
? CHF GP-23-22/TW-21
11
VP-46-22 GP-2-22/TW-2
VP-20-22
920 WASHINGTON AVE
@
?
Remaining TO-15 ND
VP-2-22 @
? VP-19-22 GP-8-22/TW-8@
? PIN: 61-24-205-467-0001-00
GP-19-22/TW-18
Ph 3.9
GP-6-22/TW-6 VP-5-22 GP-18-22
VP-21-22 @ Remaining PAH
? &
> ND
GP-35-22/TW-29
@
? VP-41-22
@
? VP-47-22
GP-1-22/TW-1 VP-3-22 VP-36-22 Building #4
VP-4-22
& GP-36-22
> @
Building #5 GP-9-22/TW-9 9,789 SF GP-20-22
? GP-22-22/TW-20
15,919 SF @
? VP-22-22 &
> @
? VP-50-22
VP-23-22 VP-49-22 VP-48-22
MICHIGAN AVE GP-14-22/TW-14
&
>
@
? GP-16-22/TW-16
GP-21-22/TW-19 RS-3
VP-24-22 @
? @
? VP-27-22
GP-13-22/TW-13
@
?
@
? GP-10-22/TW-10 &GP-11-22/TW-11
>
VP-25-22 VP-26-22 RS-9
@
DIVISION ST
DATA LEGEND VP-53-22 ?
VP-28-22 VP-52-22
Yellow value indicates constituent above Residential Site-Specific Volatilization to VP-29-22 &
> &
>
11/7/2022 RS-27 VP-53-22
Indoor Air Criteria (SSVIAC). VP-51-22 &
>
TO-15 ND
PARCEL #3 VP-32-22 &
> PARCEL #4 &
>
PAH ND RS-28 RS-14
930 WASHINGTON AVE
HUDSON ST
VP-30-22
1,1,1-TCE = 1,1,1-Trichloroethane CHM = Chloromethane VP-31-22 1330 DIVISION ST
1,2,4-TMB = 1,2,4-Trimethylbenzene I = Isopropanol PIN: 61-24-855-000-0000-00 PIN: 61-24-205-466-0001-00
Building #3
1,3,5-TMB = 1,3,5-Trimethylbenzene N = Naphthalene 53,719 SF
2-B = 2-Butanone PCE = Tetrachloroethene GP-15-22/TW-15 VP-33-22
VP-34-22
2-METH = 2-Methylnaphthalene Ph = Phenanthrene @
? GP-17-22/TW-17 VP-35-22
A = Acetone T = Toluene VP-37-22
@
? VP-54-22 VP-55-22
VP-38-22 VP-39-22
ACP = Acenaphthene TCE = Trichloroethene VP-52-22
B = Benzene TCF = Trichlorofluoromethane 11/7/2022
Building #1 VP-54-22 TO-15 ND
CD = Carbon Disulfide TetHD = Tetrahydrofuran 16,765 SF
CHF = Chloroform X = Xylenes 11/7/2022 PAH ND
ND = Non-detect Building #2 TO-15 ND
12,742 SF
PAH ND
VP-51-22
Notes: VP-55-22
11/7/2022
1) Only VPs with detections above laboratory detection limits are shown 11/7/2022
VP-40-22 TCE 7.7
2) All Results in µg/m3 TO-15 ND
Remaining TO-15 ND
3) The results were compared to Residential Volitilization to Indoor PAH ND
PAH ND
WASHINGTON AVE
Pathway (VIAP) Site-Specific Target Levels (SSTLs) that were created for
Parcels 1 through 3. ERG is relating the results of Parcel 4 for comparison's sake.
³
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
FORMER SHAW WALKER
LEGEND
FURNITURE COMPANY
&
> Soil Boring Vapor Pin Former Site Features 1330 DIVISION ST,
MUSKEGON, MI
@
? Soil Boring/Temporary Well &
> Historical Soil Boring Former Railroad Spur
FEET SOIL VAPOR ANALYTICAL
MAP
100 50 0 100 200 300
JOB NO.: 9657
BY: LJC DATE: 6/6/2023
NOTE: BUILDING AREAS SHOWN ARE APPROXIMATE FOOTPRINT AREAS AND 1 INCH = 100 FEET
DO NOT REPRESENT TOTAL BUILDING SQUARE FOOTAGE. FIGURE 6
Page 105 of 334
APPENDIX 3
ANALYTICAL SUMMARY TABLES
Page 106 of 334
Table 1 ‐ Soil Analytical
Shaw Walker, Muskegon, Michigan
Residential
Sample Location GP‐10‐22 (9‐10.5') GP‐11‐22 (6‐8')
Groundwater
Statewide
Chemical Surface Water
Default Drinking Water
Constituent Abstract Service Interface Direct Contact Site‐Specific Volatilization Collection Date 9/22/2022 9/22/2022
Background Protection
Number Protection Criteria to Indoor Air Criteria
Levels Criteria
Criteria
Depth 9‐10.5' 6‐8'
Volatiles
Acetone (I) 67‐64‐1 NA 34,000 15,000 2.3E+7 2.6E+05 (EE)st <1,000
Acrylonitrile (I) 107‐13‐1 NA 100 (M); 40 100 (M); 52 16,000 NA <110
Benzene (I) 71‐43‐2 NA 4,000 (X) 100 1.8E+5 1.7 (M)ca <50
Bromobenzene (I) 108‐86‐1 NA NA 550 5.4E+5 NA <100
Bromochloromethane 74‐97‐5 NA <100
Bromodichloromethane 75‐27‐4 NA ID 1,600 (W) 1.1E+5 0.61 (M)ca <100
Bromoform 75‐25‐2 NA ID 1,600 (W) 8.2E+5 NA <110
Bromomethane 74‐83‐9 NA 100 200 3.2E+5 NA <200
2‐Butanone (MEK) (I) 78‐93‐3 NA 44,000 2.6E+5 1.2E+8 (C,DD) NA <750
n‐Butylbenzene 104‐51‐8 NA ID 1,600 2.5E+6 560nc <53
sec‐Butylbenzene 135‐98‐8 NA ID 1,600 2.5E+6 3,800nc <50
tert‐Butylbenzene (I) 98‐06‐6 NA ID 1,600 2.5E+6 0.64 (M)nc <50
Carbon disulfide (I,R) 75‐15‐0 NA ID 16,000 7.2E+6 (C,DD) 52 (M)nc <250
Carbon tetrachloride 56‐23‐5 NA 760 (X) 100 96,000 NA <53
Chlorobenzene (I) 108‐90‐7 NA 500 2,000 4.3E+6 (C) NA <50
Chloroethane 75‐00‐3 NA 22,000 (X) 8,600 2.6E+6 (C) 330nc <250
Chloroform 67‐66‐3 NA 7,000 1,600 (W) 1.2E+6 0.26 (M)ca <50
Chloromethane (I) 74‐87‐3 NA ID 5,200 1.6E+6 (C) NA <250
o‐Chlorotoluene (I) 95‐49‐8 NA ID 3,300 4.5E+6 (C) NA <50
Dibromochloromethane 124‐48‐1 NA ID 1,600 (W) 1.1E+5 NA <110
Dibromochloropropane 96‐12‐8 NA ID 10 (M); 4.0 4,400 (C) NA <250
Dibromomethane 74‐95‐3 NA NA 1,600 2.5E+6 (C) NA <250
1,2‐Dichlorobenzene 95‐50‐1 NA 280 14,000 1.9E+7 (C) NA <100
1,3‐Dichlorobenzene 541‐73‐1 NA 680 170 2.0E+5 (C) NA <100
1,4‐Dichlorobenzene 106‐46‐7 NA 360 1,700 4.0E+5 NA <100
Dichlorodifluoromethane 75‐71‐8 NA ID 95,000 5.2E+7 (C) NA <250
1,1‐Dichloroethane 75‐34‐3 NA 15,000 18,000 2.7E+7 (C) 2.6 (M)ca <50
1,2‐Dichloroethane (I) 107‐06‐2 NA 7,200 (X) 100 91,000 0.82 (M)ca <53
cis‐1,2‐Dichloroethylene 156‐59‐2 NA 12,000 1,400 2.5E+6 (C) 12 (M)nc <50
trans‐1,2‐Dichloroethylene 156‐60‐5 NA 30,000 (X) 2,000 3.8E+6 (C) 2.1 (M)nc <50
1,1‐Dichloroethylene (I) 75‐35‐4 NA 2,600 140 2.0E+5 12 (M)nc <50
1,2‐Dichloropropane (I) 78‐87‐5 NA 4,600 (X) 100 1.4E+5 NA <53
cis‐1,3‐Dichloropropylene 10061‐01‐5 NA <53
trans‐1,3‐Dichloropropylene 10061‐02‐6 NA <53
Ethylbenzene (I) 100‐41‐4 NA 360 1,500 2.2E+7 (C) 12 (M)ca <50
Ethylene dibromide 106‐93‐4 NA 110 (X) 20 (M); 1.0 92 7.4E‐02 (M)ca <50
2‐Hexanone 591‐78‐6 NA ID 20,000 3.2E+7 (C) NA <2,500
Isopropyl benzene 98‐82‐8 NA 3,200 91,000 2.5E+7 (C) 3.8 (M)ca <250
4‐Methyl‐2‐pentanone (MIBK) (I) 108‐10‐1 NA ID 36,000 5.6E+7 (C) 3.8 (M)ca <2,500
Methylene chloride 75‐09‐2 NA 30,000 (X) 100 1.3E+6 3,300 (EE)st <100
Methyl‐tert‐butyl ether (MTBE) 1634‐04‐4 NA 1.4E+5 (X) 800 1.5E+6 74 (M)ca <250
Naphthalene 91‐20‐3 NA 730 35,000 1.6E+7 67 (M)ca <330 <330
n‐Propylbenzene (I) 103‐65‐1 NA ID 1,600 2.5E+6 1,800 (DD)dev <100
Styrene 100‐42‐5 NA 2,100 (X) 2,700 4.0E+5 150ca <50
1,1,1,2‐Tetrachloroethane 630‐20‐6 NA ID 1,500 4.8E+5 (C) NA <100
1,1,2,2‐Tetrachloroethane 79‐34‐5 NA 1,600 (X) 170 53,000 NA <53
Tetrachloroethylene 127‐18‐4 NA 1,200 (X) 100 2.0E+5 (C) 6.2 (M) (EE)st <50
Toluene (I) 108‐88‐3 NA 5,400 16,000 5.0E+7 (C) 3,700nc <50
1,2,4‐Trichlorobenzene 120‐82‐1 NA 5,900 (X) 4,200 9.9E+5 (DD) NA <250
1,1,1‐Trichloroethane 71‐55‐6 NA 1,800 4,000 5.0E+8 (C) 450 (EE)st <50
1,1,2‐Trichloroethane 79‐00‐5 NA 6,600 (X) 100 1.8E+5 0.37 (M)nc <53
Trichloroethylene 79‐01‐6 NA 4,000 (X) 100 1.1E+5 (DD) 0.33 (M) (DD)dev <50
Trichlorofluoromethane 75‐69‐4 NA NA 52,000 7.9E+7 (C) 19 (M)nc <100
1,2,3‐Trichloropropane 96‐18‐4 NA NA 840 1.3E+6 (C) NA <100
1,2,3‐Trimethylbenzene 526‐73‐8 270 (JT)nc <100
1,2,4‐Trimethylbenzene (I) 95‐63‐6 NA 570 2,100 3.2E+7 (C) 150 (JT)nc <100
1,3,5‐Trimethylbenzene (I) 108‐67‐8 NA 1,100 1,800 3.2E+7 (C) 100 (JT)nc <100
Total TMBs NA NA NA NA NA 100 (JT)nc <300
Vinyl chloride 75‐01‐4 NA 260 (X) 40 3,800 8.2E‐02 (MM) (M)mut <40
Xylenes (I) 1330‐20‐7 NA 980 5,600 4.1E+8 (C) 280 (J)nc <150
Page 1 of 2
Page 107 of 334
Table 1 ‐ Soil Analytical
Shaw Walker, Muskegon, Michigan
Residential
Sample Location GP‐10‐22 (9‐10.5') GP‐11‐22 (6‐8')
Groundwater
Statewide
Chemical Surface Water
Default Drinking Water
Constituent Abstract Service Interface Direct Contact Site‐Specific Volatilization Collection Date 9/22/2022 9/22/2022
Background Protection
Number Protection Criteria to Indoor Air Criteria
Levels Criteria
Criteria
Depth 9‐10.5' 6‐8'
Semivolatiles
Acenaphthene 83‐32‐9 NA 8,700 3.0E+5 4.1E+7 2.1E+05nc <330 <330
Acenaphthylene 208‐96‐8 NA ID 5,900 1.6E+6 DATA <330 <330
Anthracene 120‐12‐7 NA ID 41,000 2.3E+8 1.3E+07nc <330 <330
Benzo(a)anthracene (Q) 56‐55‐3 NA NLL NLL 20,000 1.6E+05 (MM)mut <330 <330
Benzo(a)pyrene (Q) 50‐32‐8 NA NLL NLL 2,000 NA <330 <330
Benzo(b)fluoranthene (Q) 205‐99‐2 NA NLL NLL 20,000 NA <330 <330
Benzo(g,h,i)perylene 191‐24‐2 NA NLL NLL 2.5E+6 NA <330 <330
Benzo(k)fluoranthene (Q) 207‐08‐9 NA NLL NLL 2.0E+5 NA <330 <330
Chrysene (Q) 218‐01‐9 NA NLL NLL 2.0E+6 NA <330 <330
Dibenzo(a,h)anthracene (Q) 53‐70‐3 NA NLL NLL 2,000 NA <330 <330
Fluoranthene 206‐44‐0 NA 5,500 7.3E+5 4.6E+7 NA <330 <330
Fluorene 86‐73‐7 NA 5,300 3.9E+5 2.7E+7 4.7E+05nc <330 <330
Indeno(1,2,3‐cd)pyrene (Q) 193‐39‐5 NA NLL NLL 20,000 NA <330 <330
2‐Methylnaphthalene 91‐57‐6 NA 4,200 57,000 8.1E+6 1,700nc <330 <330
Phenanthrene 85‐01‐8 NA 2,100 56,000 1.6E+6 1,700nc <330 <330
Pyrene 129‐00‐0 NA ID 4.8E+5 2.9E+7 2.5E+07nc <330 <330
Metals
Arsenic 7440‐38‐2 5,800 4,600 4,600 7,600 NA
Barium (B) 7440‐39‐3 75,000 441,912 (G) 1.3E+6 3.7E+7 NA
Cadmium (B) 7440‐43‐9 1,200 3,000 (G,X) 6,000 5.5E+5 NA
Chromium, Total 7440‐47‐3 18,000 (total) 3,300 30,000 2.5E+6 NA
Chromium VI 18540‐29‐9 NA 3,300 30,000 2.5E+6 NA <420 <430
Copper (B) 7440‐50‐8 32,000 72,945 (G) 5.8E+6 2.0E+7 NA
Lead (B) 7439‐92‐1 21,000 2,464,000 (G,X) 7.0E+5 4.0E+5 NA
Mercury, Total 7439‐97‐6 130 50 (M); 1.2 1,700 1.6E+5 22 (M)nc
Selenium (B) 7782‐49‐2 410 400 4,000 2.6E+6 NA
Silver (B) 7440‐22‐4 1,000 100 (M); 27 4,500 2.5E+6 NA
Zinc (B) 7440‐66‐6 47,000 165,237 (G) 2.4E+6 1.7E+8 NA
PCBs
PCB, Aroclor 1016 12674‐11‐2 NA
PCB, Aroclor 1221 11104‐28‐2 NA
PCB, Aroclor 1232 11141‐16‐5 NA
PCB, Aroclor 1242 53469‐21‐9 NA
PCB, Aroclor 1248 12672‐29‐6 NA
PCB, Aroclor 1254 11097‐69‐1 NA
PCB, Aroclor 1260 11096‐82‐5 NA
PCB, Aroclor 1262 37324‐23‐5 NA
PCB, Aroclor 1268 11100‐14‐4 NA
Polychlorinated biphenyls (PCBs) (J,T) 1336‐36‐3 NA NLL NLL (T) NA
Nonspecific Grouping
Cyanide (P,R) 57‐12‐5 390 (total) 100 4,000 12,000 NA
NOTES:
1) Analytical Results Compared to EGLE Part 201 Cleanup Criteria Requirements for Response Activity/Part 213 Risk‐Based Screening Levels and Site Specific Target Levels (SSTLs) for Residential and Nonresidential Soil
2) All results in micrograms per kilogram (µg/kg).
3) Blank cell indicated that constituent was not analyzed.
4) Groundwater Surface Water Interface Protection Criteria values with footnote (G) were calculated with a hardness value of 150 mg CaCO3/L using EGLE's GSI‐GSIP Excel Calculator tool.
LEGEND:
Bold value indicates a concentration above laboratory method detection limits
Shaded value indicates a constituent above Drinking Water Protection (DWP) Criteria
Italicized value indicates a constituent above Groundwater Surface Water Protection (GSIP) Criteria
Red value indicates a constituent above Site‐Specific Volatilization to Indoor Air Criteria (SSVIAC)
Underlined value indicates a concentration that exceeds Direct Contact Criteria
* Indicates that constituent that meets or falls below Statewide Default Background Levels but exceeds Cleanup Criteria
Page 2 of 2
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Table 2 ‐ Groundwater Analytical
Shaw Walker, Muskegon, Michigan
Sample
TW‐10 TW‐11
Identification
Nonresidential Groundwater Surface
Chemical Abstract Residential Drinking
Constituent Drinking Water Water Interface Collection Date 9/22/2022 9/22/2022
Service Number Water Criteria
Criteria Criteria
Screen Interval 10‐15' 10‐15'
Volatiles
Acetone (I) 67‐64‐1 730 2,100 1,700 <50
Acrylonitrile (I) 107‐13‐1 2.6 11 2.0 (M); 1.2 <2.0
Benzene (I) 71‐43‐2 5.0 (A) 5.0 (A) 200 (X) <1.0
Bromobenzene (I) 108‐86‐1 18 50 NA <1.0
Bromochloromethane 74‐97‐5 <1.0
Bromodichloromethane 75‐27‐4 80 (A,W) 80 (A,W) ID <1.0
Bromoform 75‐25‐2 80 (A,W) 80 (A,W) ID <1.0
Bromomethane 74‐83‐9 10 29 5.0 (M); 4.2 <5.0
2‐Butanone (MEK) (I) 78‐93‐3 13,000 38,000 2,200 <25
n‐Butylbenzene 104‐51‐8 80 230 ID <1.0
sec‐Butylbenzene 135‐98‐8 80 230 ID <1.0
tert‐Butylbenzene (I) 98‐06‐6 80 230 ID <1.0
Carbon disulfide (I,R) 75‐15‐0 800 2,300 ID <5.0
Carbon tetrachloride 56‐23‐5 5.0 (A) 5.0 (A) 38 (X) <1.0
Chlorobenzene (I) 108‐90‐7 100 (A) 100 (A) 25 <1.0
Chloroethane 75‐00‐3 430 1,700 1,100 (X) <5.0
Chloroform 67‐66‐3 80 (A,W) 80 (A,W) 350 <1.0
Chloromethane (I) 74‐87‐3 260 1,100 ID <5.0
o‐Chlorotoluene (I) 95‐49‐8 150 420 ID <5.0
Dibromochloromethane 124‐48‐1 80 (A,W) 80 (A,W) ID <5.0
Dibromochloropropane 96‐12‐8 0.2 (A) 0.2 (A) ID <1.0
Dibromomethane 74‐95‐3 80 230 NA <5.0
1,2‐Dichlorobenzene 95‐50‐1 600 (A) 600 (A) 13 <1.0
1,3‐Dichlorobenzene 541‐73‐1 6.6 19 28 <1.0
1,4‐Dichlorobenzene 106‐46‐7 75 (A) 75 (A) 17 <1.0
Dichlorodifluoromethane 75‐71‐8 1,700 4,800 ID <5.0
1,1‐Dichloroethane 75‐34‐3 880 2,500 740 <1.0
1,2‐Dichloroethane (I) 107‐06‐2 5.0 (A) 5.0 (A) 360 (X) <1.0
cis‐1,2‐Dichloroethylene 156‐59‐2 70 (A) 70 (A) 620 <1.0
trans‐1,2‐Dichloroethylene 156‐60‐5 100 (A) 100 (A) 1,500 (X) <1.0
1,1‐Dichloroethylene (I) 75‐35‐4 7.0 (A) 7.0 (A) 130 <1.0
1,2‐Dichloropropane (I) 78‐87‐5 5.0 (A) 5.0 (A) 230 (X) <1.0
cis‐1,3‐Dichloropropylene 10061‐01‐5 <0.50
trans‐1,3‐Dichloropropylene 10061‐02‐6 <0.50
Ethylbenzene (I) 100‐41‐4 74 (E) 74 (E) 18 <1.0
Ethylene dibromide 106‐93‐4 0.05 (A) 0.05 (A) 5.7 (X) <1.0
2‐Hexanone 591‐78‐6 1,000 2,900 ID <50
Isopropyl benzene 98‐82‐8 800 2,300 28 <5.0
4‐Methyl‐2‐pentanone (MIBK) (I) 108‐10‐1 1,800 5,200 ID <50
Methylene chloride 75‐09‐2 5.0 (A) 5.0 (A) 1,500 (X) <5.0
Methyl‐tert‐butyl ether (MTBE) 1634‐04‐4 40 (E) 40 (E) 7,100 (X) <5.0
Naphthalene 91‐20‐3 520 1,500 11 <5.0
n‐Propylbenzene (I) 103‐65‐1 80 230 ID <1.0
Styrene 100‐42‐5 100 (A) 100 (A) 80 (X) <1.0
1,1,1,2‐Tetrachloroethane 630‐20‐6 77 320 ID <1.0
1,1,2,2‐Tetrachloroethane 79‐34‐5 8.5 35 78 (X) <1.0
Tetrachloroethylene 127‐18‐4 5.0 (A) 5.0 (A) 60 (X) <1.0
Toluene (I) 108‐88‐3 790 (E) 790 (E) 270 <1.0
1,2,4‐Trichlorobenzene 120‐82‐1 70 (A) 70 (A) 99 (X) <5.0
1,1,1‐Trichloroethane 71‐55‐6 200 (A) 200 (A) 89 <1.0
1,1,2‐Trichloroethane 79‐00‐5 5.0 (A) 5.0 (A) 330 (X) <1.0
Trichloroethylene 79‐01‐6 5.0 (A) 5.0 (A) 200 (X) <1.0
Trichlorofluoromethane 75‐69‐4 2,600 7,300 NA <1.0
1,2,3‐Trichloropropane 96‐18‐4 42 120 NA <1.0
1,2,3‐Trimethylbenzene 526‐73‐8 <1.0
1,2,4‐Trimethylbenzene (I) 95‐63‐6 63 (E) 63 (E) 17 <1.0
1,3,5‐Trimethylbenzene (I) 108‐67‐8 72 (E) 72 (E) 45 <1.0
Vinyl chloride 75‐01‐4 2.0 (A) 2.0 (A) 13 (X) <1.0
Xylenes (I) 1330‐20‐7 280 (E) 280 (E) 49 <3.0
Semivolatiles
Acenaphthene 83‐32‐9 1,300 3,800 38 <5.0 <5.0
Acenaphthylene 208‐96‐8 52 150 ID <5.0 <5.0
Anthracene 120‐12‐7 43 (S) 43 (S) ID <5.0 <5.0
Benzo(a)anthracene (Q) 56‐55‐3 2.1 8.5 ID <1.0 <1.0
Benzo(a)pyrene (Q) 50‐32‐8 5.0 (A) 5.0 (A) ID <1.0 <1.0
Benzo(b)fluoranthene (Q) 205‐99‐2 1.5 (S, AA) 1.5 (S, AA) ID <1.0 <1.0
Benzo(g,h,i)perylene 191‐24‐2 1.0 (M); 0.26 (S) 1.0 (M); 0.26 (S) ID <1.0 <1.0
Benzo(k)fluoranthene (Q) 207‐08‐9 1.0 (M); 0.8 (S) 1.0 (M); 0.8 (S) NA <1.0 <1.0
Chrysene (Q) 218‐01‐9 1.6 (S) 1.6 (S) ID <1.0 <1.0
Dibenzo(a,h)anthracene (Q) 53‐70‐3 2.0 (M); 0.21 2.0 (M); 0.85 ID <2.0 <2.0
Fluoranthene 206‐44‐0 210 (S) 210 (S) 1.6 <1.0 <1.0
Fluorene 86‐73‐7 880 2,000 (S) 12 <5.0 <5.0
Indeno(1,2,3‐cd)pyrene (Q) 193‐39‐5 2.0 (M); 0.022 (S) 2.0 (M); 0.022 (S) ID <2.0 <2.0
2‐Methylnaphthalene 91‐57‐6 260 750 19 <5.0 <5.0
Phenanthrene 85‐01‐8 52 150 2.0 (M); 1.7 <2.0 <2.0
Pyrene 129‐00‐0 140 (S) 140 (S) ID <5.0 <5.0
NOTES:
1) Analytical Results Compared to EGLE Part 201 Cleanup Criteria Requirements for Response Activity Residential Groundwater
2) All results in micrograms per liter (µg/L).
3) Letters in criteria columns refers to Footnotes of the Criteria tables.
4) Blank cell indicates that constituent was not analyzed.
LEGEND:
Bold value indicates a concentration above laboratory method detection limits
Shaded value indicates a constituent above Drinking Water (DW) Criteria
Italicized value indicates a constituent above Groundwater Surface Water (GSI) Criteria
Red value indicates a constituent above Residential Site‐Specific Volatilization to Indoor Air Criteria (SSVIAC)
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Table 3 ‐ Soil Gas Analytical
Shaw Walker, Muskegon, Michigan
Parcel 4
Chemical Abstract
Parameters Residential VIAP SSTLs Sample Location VP‐48‐22 VP‐49‐22 VP‐50‐22 VP‐51‐22 VP‐52‐22 VP‐53‐22 VP‐54‐22 VP‐55‐22
Service Number
Collection Date 11/7/2022 11/7/2022 11/7/2022 11/7/2022 11/7/2022 11/7/2022 11/8/2022 11/8/2022
Volatile Organic Compounds (VOCs)
Acetone 67‐64‐1 1.0E+06 (EE)st <57 <57 <57 <57 <57 <57 <57 <57
Benzene 71‐43‐2 110ca <19 20 <19 <19 <19 <19 <19 <19
Benzyl Chloride 100‐44‐7 NA <6.2 <6.2 <6.2 <6.2 <6.2 <6.2 <6.2 <6.2
Bromodichloromethane 75‐27‐4 48ca <8.0 <8.0 <8.0 <8.0 <8.0 <8.0 <8.0 <8.0
Bromoform 75‐25‐2 NA <62 <62 <62 <62 <62 <62 <62 <62
Bromomethane 74‐83‐9 NA <23 <23 <23 <23 <23 <23 <23 <23
1,3‐Butadiene 106‐99‐0 NA
2‐Butanone 78‐93‐3 NA <35 <35 <35 <35 <35 <35 <35 <35
Carbon Disulfide 75‐15‐0 24,000nc <37 77 <37 <37 <37 <37 <37 <37
Carbon Tetrachloride 56‐23‐5 NA <7.5 <7.5 <7.5 <7.5 <7.5 <7.5 <7.5 <7.5
Chlorobenzene 108‐90‐7 NA <28 <28 <28 <28 <28 <28 <28 <28
Chloroethane 75‐00‐3 1.4E+05nc <16 <16 <16 <16 <16 <16 <16 <16
Chloroform 67‐66‐3 37ca <5.9 <5.9 11 <5.9 <5.9 <5.9 <5.9 <5.9
Chloromethane 74‐87‐3 3,100nc <12 <12 <12 <12 <12 <12 <12 <12
Cyclohexane 110‐82‐7 2.1E+05nc
Dibromochloromethane 124‐48‐1 NA <4.1 <4.1 <4.1 <4.1 <4.1 <4.1 <4.1 <4.1
1,2‐Dichlorobenzene 95‐50‐1 NA <36 <36 <36 <36 <36 <36 <36 <36
1,3‐Dichlorobenzene 541‐73‐1 NA <36 <36 <36 <36 <36 <36 <36 <36
1,4‐Dichlorobenzene 106‐46‐7 NA <36 <36 <36 <36 <36 <36 <36 <36
Dichlorodifluoromethane 75‐71‐8 NA <30 <30 <30 <30 <30 <30 <30 <30
1,1‐Dichloroethane 75‐34‐3 530ca <24 <24 <24 <24 <24 <24 <24 <24
1,2‐Dichloroethane 107‐06‐2 33ca <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9
1,1‐Dichloroethene 75‐35‐4 7,000nc <24 <24 <24 <24 <24 <24 <24 <24
cis‐1,2‐Dichloroethene 156‐59‐2 280nc <24 <24 <24 <24 <24 <24 <24 <24
trans‐1,2‐Dichloroethene 156‐60‐5 2,800nc <24 <24 <24 <24 <24 <24 <24 <24
1,2‐Dichloropropane 78‐87‐5 NA <28 <28 <28 <28 <28 <28 <28 <28
cis‐1,3‐Dichloropropene 10061‐01‐5 NA <27 <27 <27 <27 <27 <27 <27 <27
trans‐1,3‐Dichloropropene 10061‐02‐6 NA <27 <27 <27 <27 <27 <27 <27 <27
1,4‐Dioxane 123‐91‐1 NA <22 <22 <22 <22 <22 <22 <22 <22
Ethyl Acetate 141‐78‐6 NA
Ethylbenzene 100‐41‐4 340ca <52 <52 <52 <52 <52 <52 <52 <52
Ethylene Dibromide 106‐93‐4 1.4ca <0.92 <0.92 <0.92 <0.92 <0.92 <0.92 <0.92 <0.92
n‐Heptane 142‐82‐5 1.2E+05nc
Hexachlorobutadiene 87‐68‐3 NA
n‐Hexane 110‐54‐3 24,000nc
2‐Hexanone 591‐78‐6 NA <49 <49 <49 <49 <49 <49 <49 <49
Isopropanol 67‐63‐0 7,000nc
Methylene Chloride 75‐09‐2 NA <42 <42 <42 <42 <42 <42 <42 <42
2‐Methylnaphthalene 91‐57‐6 350nc
4‐Methyl‐2‐pentanone 108‐10‐1 27,000 (EE)st <49 <49 <49 <49 <49 <49 <49 <49
MTBE 1634‐04‐4 3,300ca <22 <22 <22 <22 <22 <22 <22 <22
Naphthalene 91‐20‐3 25ca <19 <19 <19 <19 <19 <19 <19 <19
Styrene 100‐42‐5 1,500ca <51 <51 <51 <51 <51 <51 <51 <51
1,1,2,2‐Tetrachloroethane 79‐34‐5 NA <3.3 <3.3 <3.3 <3.3 <3.3 <3.3 <3.3 <3.3
Tetrachloroethene 127‐18‐4 1,400 (EE)st <41 <41 <41 <41 <41 <41 <41 <41
Tetrahydrofuran 109‐99‐9 70,000nc <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 <3.5
Toluene 108‐88‐3 1.7E+05nc <23 32 <23 <23 <23 <23 <23 <23
1,2,4‐Trichlorobenzene 120‐82‐1 NA <89 <89 <89 <89 <89 <89 <89 <89
1,1,1‐Trichloroethane 71‐55‐6 1.7E+05 (EE)st <33 <33 <33 <33 <33 <33 <33 <33
1,1,2‐Trichloroethane 79‐00‐5 7.0nc <6.5 <6.5 <6.5 <6.5 <6.5 <6.5 <6.5 <6.5
Trichloroethene 79‐01‐6 67 (DD)dev <1.6 <1.6 <1.6 7.7 <1.6 <1.6 <1.6 <1.6
Trichlorofluoromethane 75‐69‐4 15,000nc <34 <34 <34 <34 <34 <34 <34 <34
1,1,2‐Trichlorotrifluoroethane 76‐13‐1 NA
1,2,4‐Trimethylbenzene 95‐63‐6 2,100 (JT)nc <29 <29 <29 <29 <29 <29 <29 <29
1,3,5‐Trimethylbenzene 108‐67‐8 2,100 (JT)nc <29 <29 <29 <29 <29 <29 <29 <29
Vinyl Acetate 108‐05‐4 NA <42 <42 <42 <42 <42 <42 <42 <42
Vinyl Chloride 75‐01‐4 54 (MM)mut <15 <15 <15 <15 <15 <15 <15 <15
m&p‐Xylene 136777‐61‐2 NA
o‐Xylene 95‐47‐6 NA
Xylenes 1330‐20‐7 7,600 (J)nc <100 <100 <100 <100 <100 <100 <100 <100
Polynuclear Aromatic Hydrocarbons (PNAs)
Acenaphthene 83‐32‐9 7,300nc <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Acenaphthylene 208‐96‐8 7,300nc <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Anthracene 120‐12‐7 35,000nc <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Benzo(a)anthracene 56‐55‐3 5.8 (MM)mut <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0
Fluorene 86‐73‐7 4,900nc <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
2‐Methylnaphthalene 91‐57‐6 350nc <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Naphthalene 91‐20‐3 25ca <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Phenanthrene 85‐01‐8 3.5nc 2.3 <2.0 3.9 <2.0 <2.0 <2.0 <2.0 <2.0
Pyrene 129‐00‐0 3,500nc <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
NOTES:
1) All results in micrograms per cubic meter (µg/m^3).
2) Blank cell indicates that constituent was not analyzed.
3) The results were compared to Residential Volatilization to Indoor Air Pathway (VIAP) Site‐
Specific Target Levels (SSTLs) that were created for Parcels 1 through 3. ERG is relating the results
of Parcel 4 for comparison sake.
LEGEND:
Bold value indicates a concentration above laboratory method detection limits
Yellow value indicates constituent above Residential Volatilization to Indoor Air Pathway (VIAP) Site‐
Specific Target Levels (SSTLs).
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FIGURE 6
COLOR SITE PHOTOGRAPHS
See attached.
Figure 6-1
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FIGURE 7
PROJECT RENDERINGS
Figure 7-1
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SHAW WALKER CONDOS, APARTMENTS, AND AMENITIES
MUSKEGON, MICHIGAN PARKLAND PROPERTIES X GHAFARI ARCHITECTS
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CURRENT VIEW FROM BOYS AND GIRLS CLUB
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FUTURE VIEW FROM BOYS AND GIRLS CLUB
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FUTURE VIEW FROM BOYS AND GIRLS CLUB
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FUTURE VIEW OF CONDOS FROM WESTERN AVE
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FUTURE VIEW OF CONDOS FROM WESTERN AVE
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CURRENT VIEW FROM CITY MARINA
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NEW VIEW FROM CITY MARINA
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FUTURE VIEW OF COURTYARD
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ROOFTOP POOL AND DECK WITH CLUBHOUSES
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ROOFTOP POOL AND DECK WITH CLUBHOUSES
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POOL DECK AND JACUZZI
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ROOFTOP POOL CLUBHOUSE
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ROOFTOP POOL CLUBHOUSE
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NORTH CLUBHOUSE
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MAIN APARTMENT LOBBY
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MAIN APARTMENT LOBBY
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PRIVATE CONDOMINIUM ENTRY LOBBY
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CLUB HOUSE MEETING ROOM
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CONDO OWNERS CLUBHOUSE AND LIBRARY
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HISTORIC TRIBUTE ROOM TO FORMER FURNITURE FACTORY FOUNDERS
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432 APARTMENTS FOR RENT
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432 APARTMENTS FOR RENT
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CONDOMINIUM EXAMPLE (69 CONDOMINIUMS)
CONDOMINIUM FLOOR PLAN SHOWN IN RENDERINGS
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CONDO ENTRY
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KITCHEN WITH SHELVES
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KITCHEN - ALTERNATE WITH EXTRA CABINET
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KITCHEN WITH PANTRY
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LIVING AREA
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LIVING AREA - ALTERNATE WITH NO OFFICE
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DINING AREA
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DINING AREA - ALTERNATE WITH NO OFFICE
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DINING AREA - ALTERNATE WITH NO OFFICE OR FIREPLACE
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VIEWS TO THE LAKE
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VIEWS TO THE LAKE - DOORS OPEN
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VIEWS TO THE LAKE - ALTERNATEWITH NO OFFICE
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VIEWS TO THE LAKE - ALTERNATE WITH NO OFFICE OR FIREPLACE
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OFFICE
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OFFICE - ALTERNATE WITH NO PRIVACY WALLS
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PRIMARY BEDROOM WITH EN SUITE BATHROOM
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PRIMARY BEDROOMS’ EN SUITE BATHROOM
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SECONDARY BEDROOM WITH EN SUITE BATHROOM
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SECONDARY BEDROOMS’ EN SUITE BATHROOM WITH TUB AND SHOWER
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LAUNDRY ROOM
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KITCHEN
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KITCHEN WITH EXTRA CABINET
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KITCHEN WITH SHELVES
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FIGURE 8
SITE PLANS
Figure 8-1
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TABLES
Tables
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Table 1
Shaw Walker TBP
Muskegon, Michigan
Total Project Capture Summary
Year Constr. Sales/Use Residential Commercial Incr. Property Tax Incr. Property Tax
Income Tax Withholding
Tax Exemption Constr. PIT Capture Capture - SCHOOL Capture - LOCAL Sales Tax Capture Total TBP Benefit
Capture Capture
2024 $0 $0 $0 $0 $0 $0 $0 $0
2025 $0 $0 $0 $0 $0 $0 $0 $0
2026 $1,637,135 $1,270,691 $0 $0 $0 $0 $0 $2,907,826
2027 $1,637,135 $1,270,691 $0 $0 $0 $0 $0 $2,907,826
2028 $1,637,135 $1,270,691 $1,870,361 $286,078 $0 $0 $225,000 $5,289,265
2029 $0 $0 $2,193,934 $355,309 $0 $0 $278,100 $2,827,343
2030 $0 $0 $2,537,865 $388,175 $33,691 $82,256 $302,357 $3,344,344
2031 $0 $0 $2,626,690 $401,761 $34,426 $83,914 $311,427 $3,458,219
2032 $0 $0 $2,718,625 $415,823 $61,285 $85,307 $320,770 $3,601,809
2033 $0 $0 $2,813,776 $430,377 $62,630 $87,025 $330,393 $3,724,201
2034 $0 $0 $2,912,259 $445,440 $64,003 $88,777 $340,305 $3,850,783
2035 $0 $0 $3,014,188 $461,030 $65,403 $90,565 $350,514 $3,981,699
2036 $0 $0 $3,119,684 $477,166 $66,830 $92,388 $361,029 $4,117,099
2037 $0 $0 $3,228,873 $493,867 $68,287 $94,248 $371,860 $4,257,135
2038 $0 $0 $3,341,884 $511,153 $69,772 $176,941 $383,016 $4,482,766
2039 $0 $0 $3,458,850 $529,043 $1,054,332 $1,414,967 $394,507 $6,851,698
2040 $0 $0 $3,579,909 $547,559 $1,106,318 $1,783,639 $406,342 $7,423,768
2041 $0 $0 $3,705,206 $566,724 $1,270,790 $2,136,899 $418,532 $8,098,151
2042 $0 $0 $3,834,888 $586,559 $1,298,332 $2,329,763 $431,088 $8,480,631
2043 $0 $0 $3,969,109 $607,089 $1,326,031 $2,415,527 $444,021 $8,761,778
2044 $0 $0 $4,108,028 $628,337 $1,353,874 $2,482,235 $457,341 $9,029,815
2045 $0 $0 $4,251,809 $650,329 $1,381,855 $2,533,124 $471,062 $9,288,179
2046 $0 $0 $4,400,623 $673,090 $1,410,396 $2,585,032 $485,193 $9,554,334
2047 $0 $0 $290,384 $44,415 $1,439,508 $2,637,977 $31,862 $4,444,146
2048 $0 $0 $0 $0 $1,469,202 $2,691,981 $0 $4,161,183
2049 $0 $0 $0 $0 $1,499,489 $2,747,066 $0 $4,246,555
2050 $0 $0 $0 $0 $1,530,383 $2,803,252 $0 $4,333,635
2051 $0 $0 $0 $0 $1,561,895 $2,860,562 $0 $4,422,456
2052 $0 $0 $0 $0 $1,594,036 $2,919,018 $0 $4,513,054
2053 $0 $0 $0 $0 $1,626,821 $2,978,643 $0 $4,605,464
2054 $0 $0 $0 $0 $1,660,261 $3,039,461 $0 $4,699,722
2055 $0 $0 $0 $0 $2,023,088 $3,101,495 $0 $5,124,583
2056 $0 $0 $0 $0 $1,108,909 $1,700,012 $0 $2,808,921
TOTAL (30
$4,911,404 $3,812,074 $61,976,945 $9,499,324 $26,241,847 $46,042,075 $7,114,720 $159,598,389
Yrs)
Page 191 of 334
Table 2
Shaw Walker TBP
Muskegon, Michigan
Safe Harbor Project Capture
Summary
Year Constr. Sales/Use Residential Commercial Incr. Property Tax Incr. Property Tax
Income Tax Withholding
Tax Exemption Constr. PIT Capture Capture - Safe Capture - Safe Capture - SCHOOL Capture - LOCAL Sales Tax Capture Total TBP Benefit
Harbor* Harbor*
2024 $0 $0 $0 $0 $0 $0 $0 $0
2025 $0 $0 $0 $0 $0 $0 $0 $0
2026 $1,637,135 $1,270,691 $0 $0 $0 $0 $0 $2,907,826
2027 $1,637,135 $1,270,691 $0 $0 $0 $0 $0 $2,907,826
2028 $1,637,135 $1,270,691 $1,683,325 $257,470 $0 $0 $225,000 $5,073,621
2029 $0 $0 $1,974,540 $319,778 $0 $0 $278,100 $2,572,418
2030 $0 $0 $2,284,079 $349,358 $33,691 $82,256 $302,357 $3,051,740
2031 $0 $0 $2,364,021 $361,585 $34,426 $83,914 $311,427 $3,155,373
2032 $0 $0 $2,446,762 $374,241 $61,285 $85,307 $320,770 $3,288,364
2033 $0 $0 $2,532,399 $387,339 $62,630 $87,025 $330,393 $3,399,786
2034 $0 $0 $2,621,033 $400,896 $64,003 $88,777 $340,305 $3,515,014
2035 $0 $0 $2,712,769 $414,927 $65,403 $90,565 $350,514 $3,634,178
2036 $0 $0 $2,807,716 $429,450 $66,830 $92,388 $361,029 $3,757,413
2037 $0 $0 $2,905,986 $444,480 $68,287 $94,248 $371,860 $3,884,861
2038 $0 $0 $3,007,695 $460,037 $69,772 $176,941 $383,016 $4,097,462
2039 $0 $0 $3,112,965 $476,139 $1,054,332 $1,414,967 $394,507 $6,452,909
2040 $0 $0 $3,221,918 $492,803 $1,106,318 $1,783,639 $406,342 $7,011,021
2041 $0 $0 $3,334,686 $510,052 $1,270,790 $2,136,899 $418,532 $7,670,958
2042 $0 $0 $3,451,400 $527,903 $1,298,332 $2,329,763 $431,088 $8,038,487
2043 $0 $0 $3,572,199 $546,380 $1,326,031 $2,415,527 $444,021 $8,304,158
2044 $0 $0 $3,697,225 $565,503 $1,353,874 $2,482,235 $457,341 $8,556,179
2045 $0 $0 $3,826,628 $585,296 $1,381,855 $2,533,124 $471,062 $8,797,965
2046 $0 $0 $3,960,560 $605,781 $1,410,396 $2,585,032 $485,193 $9,046,963
2047 $0 $0 $261,346 $39,974 $1,439,508 $2,637,977 $31,862 $4,410,666
2048 $0 $0 $0 $0 $1,469,202 $2,691,981 $0 $4,161,183
2049 $0 $0 $0 $0 $1,499,489 $2,747,066 $0 $4,246,555
2050 $0 $0 $0 $0 $1,530,383 $2,803,252 $0 $4,333,635
2051 $0 $0 $0 $0 $1,561,895 $2,860,562 $0 $4,422,456
2052 $0 $0 $0 $0 $1,594,036 $2,919,018 $0 $4,513,054
2053 $0 $0 $0 $0 $1,626,821 $2,978,643 $0 $4,605,464
2054 $0 $0 $0 $0 $1,660,261 $3,039,461 $0 $4,699,722
2055 $0 $0 $0 $0 $2,023,088 $3,101,495 $0 $5,124,583
2056 $0 $0 $0 $0 $1,108,909 $1,700,012 $0 $2,808,921
TOTAL (30
$4,911,404 $3,812,074 $55,779,251 $8,549,392 $26,241,847 $46,042,075 $7,114,720 $152,450,762
Yrs)
*20yr Capture Safe Harbor Calculations above are shown above at 90% of the Total Capture figures in Table 1 (0.90 * Annual Total Capture Figures in Table 1)
Page 192 of 334
Table 3
Shaw Walker TBP Capture and Reimbursement Roll-up
Muskegon, Michigan
Developer Maximum School & Local Local-Only
Reimbursement Proportionality Taxes Taxes Total Estimated Capture $ 176,424,597
State 34.5% $ 113,556,314 $ 113,556,314 Estimated Total Administrative Fees $ 891,101
Local 65.5% $ 46,042,075 $ 46,042,075 Years of Plan: 31 State Brownfield Redevelopment Fund $ 4,509,542
TOTAL $ 159,598,389 $ 159,598,389 Local Brownfield Revolving Fund $ -
EGLE 0.0% $ -
MSF 100.0% $ 159,598,389 $ 159,598,389
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040
Total State Property Tax Incremental Revenue $ - $ - $ - $ - $ - $ - $ 45,970 $ 46,960 $ 77,810 $ 79,504 $ 81,232 $ 82,995 $ 84,793 $ 86,627 $ 88,497 $ 1,236,681 $ 1,322,440
State Brownfield Redevelopment Fund (50% of SET) $ - $ - $ - $ - $ - $ - $ (12,279) $ (12,534) $ (16,525) $ (16,874) $ (17,229) $ (17,592) $ (17,962) $ (18,340) $ (18,725) $ (182,348) $ (216,122)
State TIR Available for Reimbursement $ - $ - $ - $ - $ - $ - $ 33,691 $ 34,426 $ 61,285 $ 62,630 $ 64,003 $ 65,403 $ 66,830 $ 68,287 $ 69,772 $ 1,054,332 $ 1,106,318
Total Local Property Tax Incremental Revenue $ - $ - $ - $ - $ - $ - $ 83,551 $ 85,236 $ 86,954 $ 88,707 $ 90,495 $ 92,318 $ 94,178 $ 96,075 $ 179,622 $ 1,441,751 $ 1,815,014
BRA Administrative Fee 1% $ - $ - $ - $ - $ - $ - $ (1,295) $ (1,322) $ (1,648) $ (1,682) $ (1,717) $ (1,753) $ (1,790) $ (1,827) $ (2,681) $ (26,784) $ (31,375)
Local TIR Available for Reimbursement $ - $ - $ - $ - $ - $ - $ 82,256 $ 83,914 $ 85,307 $ 87,025 $ 88,777 $ 90,565 $ 92,388 $ 94,248 $ 176,941 $ 1,414,967 $ 1,783,639
Construction Period Exemption/Income Tax Capture Available $0 $0 $2,907,826 $2,907,826 $2,907,826 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
Revenue TIR Available for Reimbursement $ - $ - $ 2,907,826 $ 2,907,826 $ 2,907,826 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ -
Total 20yr Revenue Capture Available $0 $0 $0 $0 $2,381,439 $2,827,343 $3,228,397 $3,339,879 $3,455,217 $3,574,546 $3,698,003 $3,825,732 $3,957,880 $4,094,601 $4,236,052 $4,382,399 $4,533,811
Revenue TIR Available for Reimbursement $ - $ - $ - $ - $ 2,381,439 $ 2,827,343 $ 3,228,397 $ 3,339,879 $ 3,455,217 $ 3,574,546 $ 3,698,003 $ 3,825,732 $ 3,957,880 $ 4,094,601 $ 4,236,052 $ 4,382,399 $ 4,533,811
Total State & Local TBP Available $ - $ - $ 2,907,826 $ 2,907,826 $ 5,289,265 $ 2,827,343 $ 3,344,344 $ 3,458,219 $ 3,601,809 $ 3,724,201 $ 3,850,783 $ 3,981,699 $ 4,117,099 $ 4,257,135 $ 4,482,766 $ 6,851,698 $ 7,423,768
Beginning
DEVELOPER Balance
DEVELOPER Reimbursement Balance $ 159,598,389 $ 159,598,389 $ 159,598,389 $ 156,690,563 $ 153,782,737 $ 148,493,472 $ 145,666,129 $ 142,321,785 $ 138,863,567 $ 135,261,758 $ 131,537,556 $ 127,686,773 $ 123,705,073 $ 119,587,975 $ 115,330,839 $ 110,848,074 $ 103,996,375 $ 96,572,608
TBP Costs $ 159,598,389 $ 159,598,389 $ 159,598,389 $ 159,598,389 $ 156,690,563 $ 153,782,737 $ 148,493,472 $ 145,666,129 $ 142,321,785 $ 138,863,567 $ 135,261,758 $ 131,537,556 $ 127,686,773 $ 123,705,073 $ 119,587,975 $ 115,330,839 $ 110,848,074 $ 103,996,375
State Tax Reimbursement $ - $ - $ 2,907,826 $ 2,907,826 $ 5,289,265 $ 2,827,343 $ 3,262,088 $ 3,374,305 $ 3,516,502 $ 3,637,177 $ 3,762,006 $ 3,891,134 $ 4,024,710 $ 4,162,887 $ 4,305,825 $ 5,436,732 $ 5,640,128
Local Tax Reimbursement $ - $ - $ - $ - $ - $ - $ 82,256 $ 83,914 $ 85,307 $ 87,025 $ 88,777 $ 90,565 $ 92,388 $ 94,248 $ 176,941 $ 1,414,967 $ 1,783,639
Total MSF Reimbursement Balance $ 159,598,389 $ 159,598,389 $ 156,690,563 $ 153,782,737 $ 148,493,472 $ 145,666,129 $ 142,321,785 $ 138,863,567 $ 135,261,758 $ 131,537,556 $ 127,686,773 $ 123,705,073 $ 119,587,975 $ 115,330,839 $ 110,848,074 $ 103,996,375 $ 96,572,608
Total Annual Developer Reimbursement $ - $ - $ 2,907,826 $ 2,907,826 $ 5,289,265 $ 2,827,343 $ 3,344,344 $ 3,458,219 $ 3,601,809 $ 3,724,201 $ 3,850,783 $ 3,981,699 $ 4,117,099 $ 4,257,135 $ 4,482,766 $ 6,851,698 $ 7,423,768
LBRF Capture $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ -
Page 193 of 334
Table 3
Shaw Walker TBP Capture and Reimbursement Roll-up
Muskegon, Michigan
17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35
2041 2042 2043 2044 2045 2046 2047 2048 2049 2050 2051 2052 2053 2054 2055 2056 2057 2058 2059 TOTAL
$ 1,515,928 $ 1,549,728 $ 1,583,415 $ 1,616,956 $ 1,650,331 $ 1,684,374 $ 1,719,097 $ 1,754,515 $ 1,790,641 $ 1,827,490 $ 1,865,076 $ 1,903,413 $ 1,942,517 $ 1,982,404 $ 2,023,088 $ 1,108,909 $ - $ - $ - $ 30,751,389
$ (245,138) $ (251,395) $ (257,384) $ (263,082) $ (268,476) $ (273,978) $ (279,589) $ (285,313) $ (291,152) $ (297,107) $ (303,181) $ (309,377) $ (315,697) $ (322,143) $ - $ - $ - $ - $ - $ (4,509,542)
$ 1,270,790 $ 1,298,332 $ 1,326,031 $ 1,353,874 $ 1,381,855 $ 1,410,396 $ 1,439,508 $ 1,469,202 $ 1,499,489 $ 1,530,383 $ 1,561,895 $ 1,594,036 $ 1,626,821 $ 1,660,261 $ 2,023,088 $ 1,108,909 $ - $ - $ - $ 26,241,847
$ 2,173,796 $ 2,368,950 $ 2,455,921 $ 2,523,641 $ 2,575,381 $ 2,628,157 $ 2,681,988 $ 2,736,895 $ 2,792,901 $ 2,850,027 $ 2,908,296 $ 2,967,729 $ 3,028,352 $ 3,090,187 $ 3,153,258 $ 3,217,591 $ 3,283,211 $ 3,350,143 $ 3,418,414 $ 58,358,742
$ (36,897) $ (39,187) $ (40,393) $ (41,406) $ (42,257) $ (43,125) $ (44,011) $ (44,914) $ (45,835) $ (46,775) $ (47,734) $ (48,711) $ (49,709) $ (50,726) $ (51,763) $ (43,265) $ (32,832) $ (33,501) $ (34,184) $ (891,101)
$ 2,136,899 $ 2,329,763 $ 2,415,527 $ 2,482,235 $ 2,533,124 $ 2,585,032 $ 2,637,977 $ 2,691,981 $ 2,747,066 $ 2,803,252 $ 2,860,562 $ 2,919,018 $ 2,978,643 $ 3,039,461 $ 3,101,495 $ 3,174,326 $ 3,250,379 $ 3,316,642 $ 3,384,230 $ 57,467,641
$0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $8,723,477
$ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 8,723,477
$4,690,462 $4,852,536 $5,020,219 $5,193,707 $5,373,200 $5,558,906 $366,661 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $78,590,989
$ 4,690,462 $ 4,852,536 $ 5,020,219 $ 5,193,707 $ 5,373,200 $ 5,558,906 $ 366,661 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 78,590,989
$ 8,098,151 $ 8,480,631 $ 8,761,778 $ 9,029,815 $ 9,288,179 $ 9,554,334 $ 4,444,146 $ 4,161,183 $ 4,246,555 $ 4,333,635 $ 4,422,456 $ 4,513,054 $ 4,605,464 $ 4,699,722 $ 5,124,583 $ 4,283,235 $ 3,250,379 $ 3,316,642 $ 3,384,230 $ 171,023,954
$ 88,474,456 $ 79,993,825 $ 71,232,047 $ 62,202,232 $ 52,914,053 $ 43,359,719 $ 38,915,574 $ 34,754,391 $ 30,507,835 $ 26,174,200 $ 21,751,744 $ 17,238,690 $ 12,633,226 $ 7,933,504 $ 2,808,921 $ - $ - $ - $ - $ -
$ 96,572,608 $ 88,474,456 $ 79,993,825 $ 71,232,047 $ 62,202,232 $ 52,914,053 $ 43,359,719 $ 38,915,574 $ 34,754,391 $ 30,507,835 $ 26,174,200 $ 21,751,744 $ 17,238,690 $ 12,633,226 $ 7,933,504 $ 2,808,921 $ - $ - $ - $ -
$ 5,961,252 $ 6,150,868 $ 6,346,250 $ 6,547,580 $ 6,755,055 $ 6,969,302 $ 1,806,169 $ 1,469,202 $ 1,499,489 $ 1,530,383 $ 1,561,895 $ 1,594,036 $ 1,626,821 $ 1,660,261 $ 2,023,088 $ 1,108,909 $ - $ - $ - $ 113,556,314
$ 2,136,899 $ 2,329,763 $ 2,415,527 $ 2,482,235 $ 2,533,124 $ 2,585,032 $ 2,637,977 $ 2,691,981 $ 2,747,066 $ 2,803,252 $ 2,860,562 $ 2,919,018 $ 2,978,643 $ 3,039,461 $ 3,101,495 $ 1,700,012 $ - $ - $ - $ 46,042,075
$ 88,474,456 $ 79,993,825 $ 71,232,047 $ 62,202,232 $ 52,914,053 $ 43,359,719 $ 38,915,574 $ 34,754,391 $ 30,507,835 $ 26,174,200 $ 21,751,744 $ 17,238,690 $ 12,633,226 $ 7,933,504 $ 2,808,921 $ - $ - $ - $ -
$ 8,098,151 $ 8,480,631 $ 8,761,778 $ 9,029,815 $ 9,288,179 $ 9,554,334 $ 4,444,146 $ 4,161,183 $ 4,246,555 $ 4,333,635 $ 4,422,456 $ 4,513,054 $ 4,605,464 $ 4,699,722 $ 5,124,583 $ 2,808,921 $ - $ - $ - $ 159,598,389
$ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 1,474,314 $ 3,250,379 $ 3,316,642 $ 3,384,230 $ 11,425,565
Page 194 of 334
Table 4
TIR Capture Estimates - Commercial
Shaw Walker
Muskegon, Michigan
Estimated Taxable Value (TV) Increase Rate: 2% per year OPRA Abatement
Plan Year 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Calendar Year 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 2041 2042 2043 2044
Base Taxable Value $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768
Estimated New TV $ 281,768 $ 281,768 $ 2,458,300 $ 2,507,466 $ 2,557,615 $ 2,608,768 $ 2,660,943 $ 2,714,162 $ 2,768,445 $ 2,823,814 $ 2,880,290 $ 2,937,896 $ 2,996,654 $ 3,056,587 $ 3,117,719 $ 3,180,073 $ 3,243,675 $ 3,308,548 $ 3,374,719 $ 3,442,213 $ 3,511,058
Incremental Difference (New TV - Base TV) $ - $ - $ 2,176,532 $ 2,225,698 $ 2,275,847 $ 2,327,000 $ 2,379,175 $ 2,432,394 $ 2,486,677 $ 2,542,046 $ 2,598,522 $ 2,656,128 $ 2,714,886 $ 2,774,819 $ 2,835,951 $ 2,898,305 $ 2,961,907 $ 3,026,780 $ 3,092,951 $ 3,160,445 $ 3,229,290
School Capture Millage Rate
State Education Tax (SET) 6.0000 $ - $ - $ - $ - $ - $ - $ 7,138 $ 7,297 $ 14,920 $ 15,252 $ 15,591 $ 15,937 $ 16,289 $ 16,649 $ 17,016 $ 17,390 $ 17,771 $ 18,161 $ 18,558 $ 18,963 $ 19,376
School Operating Tax 18.0000 $ - $ - $ - $ - $ - $ - $ 21,413 $ 21,892 $ 44,760 $ 45,757 $ 46,773 $ 47,810 $ 48,868 $ 49,947 $ 51,047 $ 52,169 $ 53,314 $ 54,482 $ 55,673 $ 56,888 $ 58,127
School Total 24.0000 $ - $ - $ - $ - $ - $ - $ 28,550 $ 29,189 $ 59,680 $ 61,009 $ 62,365 $ 63,747 $ 65,157 $ 66,596 $ 68,063 $ 69,559 $ 71,086 $ 72,643 $ 74,231 $ 75,851 $ 77,503
Local Capture Millage Rate
County Operating 5.6097 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 15,909 $ 16,259 $ 16,615 $ 16,979 $ 17,351 $ 17,729 $ 18,115
City Operating 9.8554 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 27,949 $ 28,564 $ 29,191 $ 29,830 $ 30,482 $ 31,147 $ 31,826
City Sanitation 2.9364 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 8,327 $ 8,511 $ 8,697 $ 8,888 $ 9,082 $ 9,280 $ 9,482
Hackley Library 2.3516 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 6,669 $ 6,816 $ 6,965 $ 7,118 $ 7,273 $ 7,432 $ 7,594
County Veterans 0.0739 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 210 $ 214 $ 219 $ 224 $ 229 $ 234 $ 239
Senior Citizens Svc 0.4921 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 1,396 $ 1,426 $ 1,458 $ 1,489 $ 1,522 $ 1,555 $ 1,589
Central Dispatch 0.2952 $ - $ - $ 837 $ 856 $ 874 $ 894 $ 913 $ 933 $ 953
Comm College 2.1693 $ - $ - $ 6,152 $ 6,287 $ 6,425 $ 6,566 $ 6,710 $ 6,856 $ 7,005
MAISD 4.6773 $ - $ - $ 13,265 $ 13,556 $ 13,854 $ 14,157 $ 14,467 $ 14,782 $ 15,104
City Museum 0.3169 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 899 $ 918 $ 939 $ 959 $ 980 $ 1,002 $ 1,023
Local Total 28.7778 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 81,612 $ 83,407 $ 85,237 $ 87,104 $ 89,008 $ 90,951 $ 92,932
Non-Capturable Millages Millage Rate
Hackley Debt 0.4999 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 1,418 $ 1,449 $ 1,481 $ 1,513 $ 1,546 $ 1,580 $ 1,614
MPS Debt 2020 0.0500 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 142 $ 145 $ 148 $ 151 $ 155 $ 158 $ 161
MPS Debt 2021 7.7000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 21,837 $ 22,317 $ 22,807 $ 23,306 $ 23,816 $ 24,335 $ 24,866
Comm College Debt 0.2700 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 766 $ 783 $ 800 $ 817 $ 835 $ 853 $ 872
MPS Sinking Fund 0.9712 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 2,754 $ 2,815 $ 2,877 $ 2,940 $ 3,004 $ 3,069 $ 3,136
Total Non-Capturable Taxes 9.4911 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 26,916 $ 27,508 $ 28,112 $ 28,727 $ 29,356 $ 29,996 $ 30,650
Total Tax Increment Revenue (TIR) Available for Capture $ - $ - $ - $ - $ - $ - $ 28,550 $ 29,189 $ 59,680 $ 61,009 $ 62,365 $ 63,747 $ 65,157 $ 66,596 $ 149,675 $ 152,966 $ 156,323 $ 159,747 $ 163,239 $ 166,801 $ 170,435
Footnotes:
Assumes millages rates remain the same
Page 195 of 334
Table 4
TIR Capture Estimates - Commercial
Shaw Walker
Muskegon, Michigan
Estimated Taxable Value (TV) Increase Rate:
Plan Year 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 TOTAL
Calendar Year 2045 2046 2047 2048 2049 2050 2051 2052 2053 2054 2055 2056 2057 2058 2059
Base Taxable Value $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768 $ 281,768
Estimated New TV $ 3,581,279 $ 3,652,904 $ 3,725,963 $ 3,800,482 $ 3,876,491 $ 3,954,021 $ 4,033,102 $ 4,113,764 $ 4,196,039 $ 4,279,960 $ 4,365,559 $ 4,452,870 $ 4,541,928 $ 4,632,766 $ 4,725,421 $ 4,725,421
Incremental Difference (New TV - Base TV) $ 3,299,511 $ 3,371,136 $ 3,444,195 $ 3,518,714 $ 3,594,723 $ 3,672,253 $ 3,751,334 $ 3,831,996 $ 3,914,271 $ 3,998,192 $ 4,083,791 $ 4,171,102 $ 4,260,160 $ 4,350,998 $ 4,443,653 $ 4,443,653
School Capture Millage Rate
State Education Tax (SET) 6.0000 $ 19,797 $ 20,227 $ 20,665 $ 21,112 $ 21,568 $ 22,034 $ 22,508 $ 22,992 $ 23,486 $ 23,989 $ 24,503 $ 13,307 $ - $ - $ - $ 492,495
School Operating Tax 18.0000 $ 59,391 $ 60,680 $ 61,996 $ 63,337 $ 64,705 $ 66,101 $ 67,524 $ 68,976 $ 70,457 $ 71,967 $ 73,508 $ 39,921 $ - $ - $ - $ 1,477,484
School Total 24.0000 $ 79,188 $ 80,907 $ 82,661 $ 84,449 $ 86,273 $ 88,134 $ 90,032 $ 91,968 $ 93,943 $ 95,957 $ 98,011 $ 53,228 $ - $ - $ - $ 1,969,979
Local Capture Millage Rate
County Operating 5.6097 $ 18,509 $ 18,911 $ 19,321 $ 19,739 $ 20,165 $ 20,600 $ 21,044 $ 21,496 $ 21,958 $ 22,429 $ 22,909 $ 23,399 $ 23,898 $ 24,408 $ 24,928 $ 442,671
City Operating 9.8554 $ 32,518 $ 33,224 $ 33,944 $ 34,678 $ 35,427 $ 36,192 $ 36,971 $ 37,766 $ 38,577 $ 39,404 $ 40,247 $ 41,108 $ 41,986 $ 42,881 $ 43,794 $ 777,706
City Sanitation 2.9364 $ 9,689 $ 9,899 $ 10,114 $ 10,332 $ 10,556 $ 10,783 $ 11,015 $ 11,252 $ 11,494 $ 11,740 $ 11,992 $ 12,248 $ 12,510 $ 12,776 $ 13,048 $ 231,716
Hackley Library 2.3516 $ 7,759 $ 7,928 $ 8,099 $ 8,275 $ 8,453 $ 8,636 $ 8,822 $ 9,011 $ 9,205 $ 9,402 $ 9,603 $ 9,809 $ 10,018 $ 10,232 $ 10,450 $ 185,569
County Veterans 0.0739 $ 244 $ 249 $ 255 $ 260 $ 266 $ 271 $ 277 $ 283 $ 289 $ 295 $ 302 $ 308 $ 315 $ 322 $ 328 $ 5,832
Senior Citizens Svc 0.4921 $ 1,624 $ 1,659 $ 1,695 $ 1,732 $ 1,769 $ 1,807 $ 1,846 $ 1,886 $ 1,926 $ 1,968 $ 2,010 $ 2,053 $ 2,096 $ 2,141 $ 2,187 $ 38,832
Central Dispatch 0.2952 $ 974 $ 995 $ 1,017 $ 1,039 $ 1,061 $ 1,084 $ 1,107 $ 1,131 $ 1,155 $ 1,180 $ 1,206 $ 1,231 $ 1,258 $ 1,284 $ 1,312 $ 23,295
Comm College 2.1693 $ 7,158 $ 7,313 $ 7,471 $ 7,633 $ 7,798 $ 7,966 $ 8,138 $ 8,313 $ 8,491 $ 8,673 $ 8,859 $ 9,048 $ 9,242 $ 9,439 $ 9,640 $ 171,183
MAISD 4.6773 $ 15,433 $ 15,768 $ 16,110 $ 16,458 $ 16,814 $ 17,176 $ 17,546 $ 17,923 $ 18,308 $ 18,701 $ 19,101 $ 19,509 $ 19,926 $ 20,351 $ 20,784 $ 369,093
City Museum 0.3169 $ 1,046 $ 1,068 $ 1,091 $ 1,115 $ 1,139 $ 1,164 $ 1,189 $ 1,214 $ 1,240 $ 1,267 $ 1,294 $ 1,322 $ 1,350 $ 1,379 $ 1,408 $ 25,007
Local Total 28.7778 $ 94,953 $ 97,014 $ 99,116 $ 101,261 $ 103,448 $ 105,679 $ 107,955 $ 110,276 $ 112,644 $ 115,059 $ 117,523 $ 120,035 $ 122,598 $ 125,212 $ 127,879 $ 2,270,904
Non-Capturable Millages Millage Rate
Hackley Debt 0.4999 $ 1,649 $ 1,685 $ 1,722 $ 1,759 $ 1,797 $ 1,836 $ 1,875 $ 1,916 $ 1,957 $ 1,999 $ 2,041 $ 2,085 $ 2,130 $ 2,175 $ 2,221 $ 39,448
MPS Debt 2020 0.0500 $ 165 $ 169 $ 172 $ 176 $ 180 $ 184 $ 188 $ 192 $ 196 $ 200 $ 204 $ 209 $ 213 $ 218 $ 222 $ 3,946
MPS Debt 2021 7.7000 $ 25,406 $ 25,958 $ 26,520 $ 27,094 $ 27,679 $ 28,276 $ 28,885 $ 29,506 $ 30,140 $ 30,786 $ 31,445 $ 32,117 $ 32,803 $ 33,503 $ 34,216 $ 607,620
Comm College Debt 0.2700 $ 891 $ 910 $ 930 $ 950 $ 971 $ 992 $ 1,013 $ 1,035 $ 1,057 $ 1,080 $ 1,103 $ 1,126 $ 1,150 $ 1,175 $ 1,200 $ 21,306
MPS Sinking Fund 0.9712 $ 3,204 $ 3,274 $ 3,345 $ 3,417 $ 3,491 $ 3,566 $ 3,643 $ 3,722 $ 3,802 $ 3,883 $ 3,966 $ 4,051 $ 4,137 $ 4,226 $ 4,316 $ 76,639
Total Non-Capturable Taxes 9.4911 $ 31,316 $ 31,996 $ 32,689 $ 33,396 $ 34,118 $ 34,854 $ 35,604 $ 36,370 $ 37,151 $ 37,947 $ 38,760 $ 39,588 $ 40,434 $ 41,296 $ 42,175 $ 748,958
Total Tax Increment Revenue (TIR) Available for Capture $ 174,141 $ 177,921 $ 181,777 $ 185,710 $ 189,722 $ 193,813 $ 197,987 $ 202,244 $ 206,587 $ 211,016 $ 215,534 $ 173,263 $ 122,598 $ 125,212 $ 127,879 $ 4,240,883
Footnotes:
Assumes millages rates remain the same
Page 196 of 334
Table 5
TIR Capture Estimates - Residential Apartments
Shaw Walker
Muskegon, Michigan
Estimated Taxable Value (TV) Increase Rate: 2% per year NEZ Term
Plan Year 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Calendar Year 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 2041 2042 2043 2044
Base Taxable Value $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400
Estimated New TV $ 359,400 $ 359,400 $ 359,400 $ 32,925,000 $ 33,583,500 $ 34,255,170 $ 34,940,273 $ 35,639,079 $ 36,351,860 $ 37,078,898 $ 37,820,476 $ 38,576,885 $ 39,348,423 $ 40,135,391 $ 40,938,099 $ 41,756,861 $ 42,591,998 $ 43,443,838 $ 44,312,715 $ 45,198,969 $ 46,102,949
Incremental Difference (New TV - Base TV) $ - $ - $ - $ 32,565,600 $ 33,224,100 $ 33,895,770 $ 34,580,873 $ 35,279,679 $ 35,992,460 $ 36,719,498 $ 37,461,076 $ 38,217,485 $ 38,989,023 $ 39,775,991 $ 40,578,699 $ 41,397,461 $ 42,232,598 $ 43,084,438 $ 43,953,315 $ 44,839,569 $ 45,743,549
NEZ
School Capture Millage Rate Phase Out
State Education Tax (SET) 6.0000 6.0000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 248,385 $ 253,396 $ 258,507 $ 263,720 $ 269,037 $ 274,461
School Operating Tax 18.0000 18.0000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 745,154 $ 760,187 $ 775,520 $ 791,160 $ 807,112 $ 823,384
School Total 24.0000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 993,539 $ 1,013,582 $ 1,034,027 $ 1,054,880 $ 1,076,150 $ 1,097,845
Local Capture Millage Rate 9.6656875 11.598825 13.5319625
County Operating 5.6097 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 145,142 $ 177,684 $ 211,479 $ 246,565 $ 251,537 $ 256,608
City Operating 9.8554 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 254,993 $ 312,164 $ 371,538 $ 433,178 $ 441,912 $ 450,821
City Sanitation 2.9364 2.9364 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 121,560 $ 124,012 $ 126,513 $ 129,065 $ 131,667 $ 134,321
Hackley Library 2.3516 2.3516 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 97,350 $ 99,314 $ 101,317 $ 103,361 $ 105,445 $ 107,571
County Veterans 0.0739 0.0739 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 3,059 $ 3,121 $ 3,184 $ 3,248 $ 3,314 $ 3,380
Senior Citizens Svc 0.4921 0.4921 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 20,372 $ 20,783 $ 21,202 $ 21,629 $ 22,066 $ 22,510
Central Dispatch 0.2952 0.2952 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 12,221 $ 12,467 $ 12,719 $ 12,975 $ 13,237 $ 13,503
Comm College 2.1693 2.1693 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 89,804 $ 91,615 $ 93,463 $ 95,348 $ 97,270 $ 99,231
MAISD 4.6773 4.6773 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 193,628 $ 197,535 $ 201,519 $ 205,583 $ 209,728 $ 213,956
City Museum 0.3169 0.3169 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 13,119 $ 13,384 $ 13,653 $ 13,929 $ 14,210 $ 14,496
Local Total 28.7778 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 951,247 $ 1,052,078 $ 1,156,587 $ 1,264,880 $ 1,290,384 $ 1,316,399
Non-Capturable Millages Millage Rate
Hackley Debt 0.4999 0.4999 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 20,695 $ 21,112 $ 21,538 $ 21,972 $ 22,415 $ 22,867
MPS Debt 2020 0.0500 0.0500 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 2,070 $ 2,112 $ 2,154 $ 2,198 $ 2,242 $ 2,287
MPS Debt 2021 7.7000 7.7000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 318,760 $ 325,191 $ 331,750 $ 338,441 $ 345,265 $ 352,225
Comm College Debt 0.2700 0.2700 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 11,177 $ 11,403 $ 11,633 $ 11,867 $ 12,107 $ 12,351
MPS Sinking Fund 0.9712 0.9712 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 40,205 $ 41,016 $ 41,844 $ 42,687 $ 43,548 $ 44,426
Total Non-Capturable Taxes 9.4911 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 392,907 $ 400,834 $ 408,919 $ 417,165 $ 425,577 $ 434,157
Total Tax Increment Revenue (TIR) Available for Capture $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 1,944,786 $ 2,065,661 $ 2,190,614 $ 2,319,759 $ 2,366,534 $ 2,414,244
Footnotes:
Assumes 439 rehab units with TV of $75k each
Assumes millages rates remain the same
Assumes 15yr Rehab NEZ
Page 197 of 334
Table 5
TIR Capture Estimates - Residential Apartments
Shaw Walker
Muskegon, Michigan
Estimated Taxable Value (TV) Increase Rate:
Plan Year 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 TOTAL
Calendar Year 2045 2046 2047 2048 2049 2050 2051 2052 2053 2054 2055 2056 2057 2058 2059
Base Taxable Value $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400 $ 359,400
Estimated New TV $ 47,025,008 $ 47,965,508 $ 48,924,818 $ 49,903,314 $ 50,901,381 $ 51,919,408 $ 52,957,796 $ 54,016,952 $ 55,097,291 $ 56,199,237 $ 57,323,222 $ 58,469,686 $ 59,639,080 $ 60,831,862 $ 62,048,499 $ 62,048,499
Incremental Difference (New TV - Base TV) $ 46,665,608 $ 47,606,108 $ 48,565,418 $ 49,543,914 $ 50,541,981 $ 51,560,008 $ 52,598,396 $ 53,657,552 $ 54,737,891 $ 55,839,837 $ 56,963,822 $ 58,110,286 $ 59,279,680 $ 60,472,462 $ 61,689,099 $ 61,689,099
NEZ
School Capture Millage Rate Phase Out
State Education Tax (SET) 6.0000 6.0000 $ 279,994 $ 285,637 $ 291,393 $ 297,263 $ 303,252 $ 309,360 $ 315,590 $ 321,945 $ 328,427 $ 335,039 $ 341,783 $ 187,406 $ - $ - $ - $ 5,164,594
School Operating Tax 18.0000 18.0000 $ 839,981 $ 856,910 $ 874,178 $ 891,790 $ 909,756 $ 928,080 $ 946,771 $ 965,836 $ 985,282 $ 1,005,117 $ 1,025,349 $ 562,217 $ - $ - $ - $ 15,493,783
School Total 24.0000 $ 1,119,975 $ 1,142,547 $ 1,165,570 $ 1,189,054 $ 1,213,008 $ 1,237,440 $ 1,262,362 $ 1,287,781 $ 1,313,709 $ 1,340,156 $ 1,367,132 $ 749,622 $ - $ - $ - $ 20,658,377
Local Capture Millage Rate 9.6656875
County Operating 5.6097 $ 261,780 $ 267,056 $ 272,437 $ 277,926 $ 283,525 $ 289,236 $ 295,061 $ 301,003 $ 307,063 $ 313,245 $ 319,550 $ 325,981 $ 332,541 $ 339,232 $ 346,057 $ 5,820,710
City Operating 9.8554 $ 459,908 $ 469,177 $ 478,632 $ 488,275 $ 498,111 $ 508,145 $ 518,378 $ 528,817 $ 539,464 $ 550,324 $ 561,401 $ 572,700 $ 584,225 $ 595,980 $ 607,971 $ 10,226,113
City Sanitation 2.9364 2.9364 $ 137,029 $ 139,791 $ 142,607 $ 145,481 $ 148,411 $ 151,401 $ 154,450 $ 157,560 $ 160,732 $ 163,968 $ 167,269 $ 170,635 $ 174,069 $ 177,571 $ 181,144 $ 3,139,255
Hackley Library 2.3516 2.3516 $ 109,739 $ 111,951 $ 114,206 $ 116,507 $ 118,855 $ 121,249 $ 123,690 $ 126,181 $ 128,722 $ 131,313 $ 133,956 $ 136,652 $ 139,402 $ 142,207 $ 145,068 $ 2,514,056
County Veterans 0.0739 0.0739 $ 3,449 $ 3,518 $ 3,589 $ 3,661 $ 3,735 $ 3,810 $ 3,887 $ 3,965 $ 4,045 $ 4,127 $ 4,210 $ 4,294 $ 4,381 $ 4,469 $ 4,559 $ 79,005
Senior Citizens Svc 0.4921 0.4921 $ 22,964 $ 23,427 $ 23,899 $ 24,381 $ 24,872 $ 25,373 $ 25,884 $ 26,405 $ 26,937 $ 27,479 $ 28,032 $ 28,596 $ 29,172 $ 29,758 $ 30,357 $ 526,096
Central Dispatch 0.2952 0.2952 $ 13,776 $ 14,053 $ 14,337 $ 14,625 $ 14,920 $ 15,221 $ 15,527 $ 15,840 $ 16,159 $ 16,484 $ 16,816 $ 17,154 $ 17,499 $ 17,851 $ 18,211 $ 315,593
Comm College 2.1693 2.1693 $ 101,232 $ 103,272 $ 105,353 $ 107,476 $ 109,641 $ 111,849 $ 114,102 $ 116,399 $ 118,743 $ 121,133 $ 123,572 $ 126,059 $ 128,595 $ 131,183 $ 133,822 $ 2,319,162
MAISD 4.6773 4.6773 $ 218,269 $ 222,668 $ 227,155 $ 231,732 $ 236,400 $ 241,162 $ 246,018 $ 250,972 $ 256,026 $ 261,180 $ 266,437 $ 271,799 $ 277,269 $ 282,848 $ 288,538 $ 5,000,422
City Museum 0.3169 0.3169 $ 14,788 $ 15,086 $ 15,390 $ 15,700 $ 16,017 $ 16,339 $ 16,668 $ 17,004 $ 17,346 $ 17,696 $ 18,052 $ 18,415 $ 18,786 $ 19,164 $ 19,549 $ 338,792
Local Total 28.7778 $ 1,342,934 $ 1,369,999 $ 1,397,606 $ 1,425,765 $ 1,454,487 $ 1,483,784 $ 1,513,666 $ 1,544,146 $ 1,575,236 $ 1,606,948 $ 1,639,293 $ 1,672,286 $ 1,705,939 $ 1,740,264 $ 1,775,277 $ 30,279,205
Non-Capturable Millages Millage Rate
Hackley Debt 0.4999 0.4999 $ 23,328 $ 23,798 $ 24,278 $ 24,767 $ 25,266 $ 25,775 $ 26,294 $ 26,823 $ 27,363 $ 27,914 $ 28,476 $ 29,049 $ 29,634 $ 30,230 $ 30,838 $ 534,435
MPS Debt 2020 0.0500 0.0500 $ 2,333 $ 2,380 $ 2,428 $ 2,477 $ 2,527 $ 2,578 $ 2,630 $ 2,683 $ 2,737 $ 2,792 $ 2,848 $ 2,906 $ 2,964 $ 3,024 $ 3,084 $ 53,454
MPS Debt 2021 7.7000 7.7000 $ 359,325 $ 366,567 $ 373,954 $ 381,488 $ 389,173 $ 397,012 $ 405,008 $ 413,163 $ 421,482 $ 429,967 $ 438,621 $ 447,449 $ 456,454 $ 465,638 $ 475,006 $ 8,231,939
Comm College Debt 0.2700 0.2700 $ 12,600 $ 12,854 $ 13,113 $ 13,377 $ 13,646 $ 13,921 $ 14,202 $ 14,488 $ 14,779 $ 15,077 $ 15,380 $ 15,690 $ 16,006 $ 16,328 $ 16,656 $ 288,652
MPS Sinking Fund 0.9712 0.9712 $ 45,322 $ 46,235 $ 47,167 $ 48,117 $ 49,086 $ 50,075 $ 51,084 $ 52,112 $ 53,161 $ 54,232 $ 55,323 $ 56,437 $ 57,572 $ 58,731 $ 59,912 $ 1,038,293
Total Non-Capturable Taxes 9.4911 $ 442,908 $ 451,834 $ 460,939 $ 470,226 $ 479,699 $ 489,361 $ 499,217 $ 509,269 $ 519,523 $ 529,981 $ 540,649 $ 551,531 $ 562,629 $ 573,950 $ 585,497 $ 10,146,774
Total Tax Increment Revenue (TIR) Available for Capture $ 2,462,908 $ 2,512,546 $ 2,563,176 $ 2,614,819 $ 2,667,495 $ 2,721,224 $ 2,776,028 $ 2,831,928 $ 2,888,945 $ 2,947,104 $ 3,006,425 $ 2,421,908 $ 1,705,939 $ 1,740,264 $ 1,775,277 $ 50,937,582
Footnotes:
Assumes 439 rehab units with TV of $75k each
Assumes millages rates remain the same
Assumes 15yr Rehab NEZ
Page 198 of 334
Table 6
TIR Capture Estimates - Residential Condos
Shaw Walker
Muskegon, Michigan
Estimated Taxable Value (TV) Increase Rate: 2% per year NEZ Term
Plan Year 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Calendar Year 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 2041 2042 2043 2044
Base Taxable Value $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214
Estimated New TV $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 4,455,000 $ 4,544,100 $ 4,634,982 $ 4,727,682 $ 4,822,235 $ 4,918,680 $ 5,017,054 $ 5,117,395 $ 5,219,743 $ 5,324,137 $ 5,430,620 $ 5,539,233 $ 5,650,017 $ 5,763,018 $ 5,878,278 $ 5,995,843 $ 6,115,760 $ 6,238,076
Incremental Difference (New TV - Base TV) $ - $ - $ - $ 2,952,786 $ 3,041,886 $ 3,132,768 $ 3,225,468 $ 3,320,021 $ 3,416,466 $ 3,514,840 $ 3,615,181 $ 3,717,529 $ 3,821,923 $ 3,928,406 $ 4,037,019 $ 4,147,803 $ 4,260,804 $ 4,376,064 $ 4,493,629 $ 4,613,546 $ 4,735,862
NEZ
School Capture Millage Rate Phase Out
State Education Tax (SET) 6.0000 6.0000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 24,887 $ 25,565 $ 26,256 $ 26,962 $ 27,681 $ 28,415
School Operating Tax 18.0000 18.0000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 74,660 $ 76,694 $ 78,769 $ 80,885 $ 83,044 $ 85,246
School Total 24.0000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 99,547 $ 102,259 $ 105,026 $ 107,847 $ 110,725 $ 113,661
Local Capture Millage Rate 9.6656875 11.598825 13.5319625
County Operating 5.6097 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 14,542 $ 17,926 $ 21,480 $ 25,208 $ 25,881 $ 26,567
City Operating 9.8554 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 25,549 $ 31,494 $ 37,737 $ 44,287 $ 45,468 $ 46,674
City Sanitation 2.9364 2.9364 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 12,180 $ 12,511 $ 12,850 $ 13,195 $ 13,547 $ 13,906
Hackley Library 2.3516 2.3516 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 9,754 $ 10,020 $ 10,291 $ 10,567 $ 10,849 $ 11,137
County Veterans 0.0739 0.0739 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 307 $ 315 $ 323 $ 332 $ 341 $ 350
Senior Citizens Svc 0.4921 0.4921 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 2,041 $ 2,097 $ 2,153 $ 2,211 $ 2,270 $ 2,331
Central Dispatch 0.2952 0.2952 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 1,224 $ 1,258 $ 1,292 $ 1,327 $ 1,362 $ 1,398
Comm College 2.1693 2.1693 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 8,998 $ 9,243 $ 9,493 $ 9,748 $ 10,008 $ 10,274
MAISD 4.6773 4.6773 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 19,401 $ 19,929 $ 20,468 $ 21,018 $ 21,579 $ 22,151
City Museum 0.3169 0.3169 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 1,314 $ 1,350 $ 1,387 $ 1,424 $ 1,462 $ 1,501
Local Total 28.7778 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 95,310 $ 106,143 $ 117,474 $ 129,317 $ 132,768 $ 136,288
Non-Capturable Millages Millage Rate
Hackley Debt 0.4999 0.4999 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 2,073 $ 2,130 $ 2,188 $ 2,246 $ 2,306 $ 2,367
MPS Debt 2020 0.0500 0.0500 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 207 $ 213 $ 219 $ 225 $ 231 $ 237
MPS Debt 2021 7.7000 7.7000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 31,938 $ 32,808 $ 33,696 $ 34,601 $ 35,524 $ 36,466
Comm College Debt 0.2700 0.2700 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 1,120 $ 1,150 $ 1,182 $ 1,213 $ 1,246 $ 1,279
MPS Sinking Fund 0.9712 0.9712 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 4,028 $ 4,138 $ 4,250 $ 4,364 $ 4,481 $ 4,599
Total Non-Capturable Taxes 9.4911 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 39,367 $ 40,440 $ 41,534 $ 42,649 $ 43,788 $ 44,949
Total Tax Increment Revenue (TIR) Available for Capture $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 194,857 $ 208,402 $ 222,499 $ 237,164 $ 243,493 $ 249,948
Footnotes:
Assumes 33 existing units rehabbed and updated TV of $135k each
Assumes millages rates remain the same
Assumes 15yr Rehab NEZ
Page 199 of 334
Table 6
TIR Capture Estimates - Residential Condos
Shaw Walker
Muskegon, Michigan
Estimated Taxable Value (TV) Increase Rate:
Plan Year 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 TOTAL
Calendar Year 2045 2046 2047 2048 2049 2050 2051 2052 2053 2054 2055 2056 2057 2058 2059
Base Taxable Value $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214 $ 1,502,214
Estimated New TV $ 6,362,837 $ 6,490,094 $ 6,619,896 $ 6,752,294 $ 6,887,339 $ 7,025,086 $ 7,165,588 $ 7,308,900 $ 7,455,078 $ 7,604,179 $ 7,756,263 $ 7,911,388 $ 8,069,616 $ 8,231,008 $ 8,395,628 $ 8,395,628
Incremental Difference (New TV - Base TV) $ 4,860,623 $ 4,987,880 $ 5,117,682 $ 5,250,080 $ 5,385,125 $ 5,522,872 $ 5,663,374 $ 5,806,686 $ 5,952,864 $ 6,101,965 $ 6,254,049 $ 6,409,174 $ 6,567,402 $ 6,728,794 $ 6,893,414 $ 6,893,414
NEZ
School Capture Millage Rate Phase Out
State Education Tax (SET) 6.0000 6.0000 $ 29,164 $ 29,927 $ 30,706 $ 31,500 $ 32,311 $ 33,137 $ 33,980 $ 34,840 $ 35,717 $ 36,612 $ 37,524 $ 20,792 $ - $ - $ - $ 545,977
School Operating Tax 18.0000 18.0000 $ 87,491 $ 89,782 $ 92,118 $ 94,501 $ 96,932 $ 99,412 $ 101,941 $ 104,520 $ 107,152 $ 109,835 $ 112,573 $ 61,267 $ - $ - $ - $ 1,636,823
School Total 24.0000 $ 116,655 $ 119,709 $ 122,824 $ 126,002 $ 129,243 $ 132,549 $ 135,921 $ 139,360 $ 142,869 $ 146,447 $ 150,097 $ 82,059 $ - $ - $ - $ 2,182,801
Local Capture Millage Rate 9.6656875
County Operating 5.6097 $ 27,267 $ 27,981 $ 28,709 $ 29,451 $ 30,209 $ 30,982 $ 31,770 $ 32,574 $ 33,394 $ 34,230 $ 35,083 $ 35,954 $ 36,841 $ 37,747 $ 38,670 $ 622,464
City Operating 9.8554 $ 47,903 $ 49,158 $ 50,437 $ 51,742 $ 53,073 $ 54,430 $ 55,815 $ 57,227 $ 58,668 $ 60,137 $ 61,636 $ 63,165 $ 64,724 $ 66,315 $ 67,937 $ 1,093,575
City Sanitation 2.9364 2.9364 $ 14,273 $ 14,646 $ 15,028 $ 15,416 $ 15,813 $ 16,217 $ 16,630 $ 17,051 $ 17,480 $ 17,918 $ 18,364 $ 18,820 $ 19,285 $ 19,758 $ 20,242 $ 335,130
Hackley Library 2.3516 2.3516 $ 11,430 $ 11,729 $ 12,035 $ 12,346 $ 12,664 $ 12,988 $ 13,318 $ 13,655 $ 13,999 $ 14,349 $ 14,707 $ 15,072 $ 15,444 $ 15,823 $ 16,211 $ 268,387
County Veterans 0.0739 0.0739 $ 359 $ 369 $ 378 $ 388 $ 398 $ 408 $ 419 $ 429 $ 440 $ 451 $ 462 $ 474 $ 485 $ 497 $ 509 $ 8,434
Senior Citizens Svc 0.4921 0.4921 $ 2,392 $ 2,455 $ 2,518 $ 2,584 $ 2,650 $ 2,718 $ 2,787 $ 2,857 $ 2,929 $ 3,003 $ 3,078 $ 3,154 $ 3,232 $ 3,311 $ 3,392 $ 56,163
Central Dispatch 0.2952 0.2952 $ 1,435 $ 1,472 $ 1,511 $ 1,550 $ 1,590 $ 1,630 $ 1,672 $ 1,714 $ 1,757 $ 1,801 $ 1,846 $ 1,892 $ 1,939 $ 1,986 $ 2,035 $ 33,691
Comm College 2.1693 2.1693 $ 10,544 $ 10,820 $ 11,102 $ 11,389 $ 11,682 $ 11,981 $ 12,286 $ 12,596 $ 12,914 $ 13,237 $ 13,567 $ 13,903 $ 14,247 $ 14,597 $ 14,954 $ 247,582
MAISD 4.6773 4.6773 $ 22,735 $ 23,330 $ 23,937 $ 24,556 $ 25,188 $ 25,832 $ 26,489 $ 27,160 $ 27,843 $ 28,541 $ 29,252 $ 29,978 $ 30,718 $ 31,473 $ 32,243 $ 533,819
City Museum 0.3169 0.3169 $ 1,540 $ 1,581 $ 1,622 $ 1,664 $ 1,707 $ 1,750 $ 1,795 $ 1,840 $ 1,886 $ 1,934 $ 1,982 $ 2,031 $ 2,081 $ 2,132 $ 2,185 $ 36,168
Local Total 28.7778 $ 139,878 $ 143,540 $ 147,276 $ 151,086 $ 154,972 $ 158,936 $ 162,979 $ 167,104 $ 171,310 $ 175,601 $ 179,978 $ 184,442 $ 188,995 $ 193,640 $ 198,377 $ 3,235,414
Non-Capturable Millages Millage Rate
Hackley Debt 0.4999 0.4999 $ 2,430 $ 2,493 $ 2,558 $ 2,625 $ 2,692 $ 2,761 $ 2,831 $ 2,903 $ 2,976 $ 3,050 $ 3,126 $ 3,204 $ 3,283 $ 3,364 $ 3,446 $ 57,053
MPS Debt 2020 0.0500 0.0500 $ 243 $ 249 $ 256 $ 263 $ 269 $ 276 $ 283 $ 290 $ 298 $ 305 $ 313 $ 320 $ 328 $ 336 $ 345 $ 5,706
MPS Debt 2021 7.7000 7.7000 $ 37,427 $ 38,407 $ 39,406 $ 40,426 $ 41,465 $ 42,526 $ 43,608 $ 44,711 $ 45,837 $ 46,985 $ 48,156 $ 49,351 $ 50,569 $ 51,812 $ 53,079 $ 878,799
Comm College Debt 0.2700 0.2700 $ 1,312 $ 1,347 $ 1,382 $ 1,418 $ 1,454 $ 1,491 $ 1,529 $ 1,568 $ 1,607 $ 1,648 $ 1,689 $ 1,730 $ 1,773 $ 1,817 $ 1,861 $ 30,815
MPS Sinking Fund 0.9712 0.9712 $ 4,721 $ 4,844 $ 4,970 $ 5,099 $ 5,230 $ 5,364 $ 5,500 $ 5,639 $ 5,781 $ 5,926 $ 6,074 $ 6,225 $ 6,378 $ 6,535 $ 6,695 $ 110,843
Total Non-Capturable Taxes 9.4911 $ 46,133 $ 47,340 $ 48,572 $ 49,829 $ 51,111 $ 52,418 $ 53,752 $ 55,112 $ 56,499 $ 57,914 $ 59,358 $ 60,830 $ 62,332 $ 63,864 $ 65,426 $ 1,083,216
Total Tax Increment Revenue (TIR) Available for Capture $ 256,533 $ 263,249 $ 270,100 $ 277,088 $ 284,215 $ 291,485 $ 298,900 $ 306,464 $ 314,179 $ 322,048 $ 330,075 $ 266,501 $ 188,995 $ 193,640 $ 198,377 $ 5,418,214
Footnotes:
Assumes 33 existing units rehabbed and updated TV of $135k each
Assumes millages rates remain the same
Assumes 15yr Rehab NEZ
Page 200 of 334
Table 7
TIR Capture Estimates - Residential Condos - Phase I
Shaw Walker
Muskegon, Michigan
Estimated Taxable Value (TV) Increase Rate: 2% per year NEZ Term
Plan Year 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Calendar Year 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 2041 2042 2043 2044
Base Taxable Value $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ -
Estimated New TV $ - $ - $ - $ 5,888,000 $ 6,005,760 $ 6,125,875 $ 6,248,393 $ 6,373,361 $ 6,500,828 $ 6,630,844 $ 6,763,461 $ 6,898,730 $ 7,036,705 $ 7,177,439 $ 7,320,988 $ 7,467,408 $ 7,616,756 $ 7,769,091 $ 7,924,473 $ 8,082,962 $ 8,244,621
Incremental Difference (New TV - Base TV) $ - $ - $ - $ 5,888,000 $ 6,005,760 $ 6,125,875 $ 6,248,393 $ 6,373,361 $ 6,500,828 $ 6,630,844 $ 6,763,461 $ 6,898,730 $ 7,036,705 $ 7,177,439 $ 7,320,988 $ 7,467,408 $ 7,616,756 $ 7,769,091 $ 7,924,473 $ 8,082,962 $ 8,244,621
NEZ
School Capture Millage Rate Phase Out
State Education Tax (SET) 6.0000 6.0000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 44,804 $ 45,701 $ 46,615 $ 47,547 $ 48,498 $ 49,468
School Operating Tax 18.0000 18.0000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ -
School Total 24.0000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 44,804 $ 45,701 $ 46,615 $ 47,547 $ 48,498 $ 49,468
Local Capture Millage Rate 9.6656875 11.598825 13.5319625
County Operating 5.6097 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 26,181 $ 32,046 $ 38,134 $ 44,454 $ 45,343 $ 46,250
City Operating 9.8554 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 45,996 $ 56,300 $ 66,997 $ 78,099 $ 79,661 $ 81,254
City Sanitation 2.9364 2.9364 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 21,927 $ 22,366 $ 22,813 $ 23,269 $ 23,735 $ 24,210
Hackley Library 2.3516 2.3516 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 17,560 $ 17,912 $ 18,270 $ 18,635 $ 19,008 $ 19,388
County Veterans 0.0739 0.0739 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 552 $ 563 $ 574 $ 586 $ 597 $ 609
Senior Citizens Svc 0.4921 0.4921 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 3,675 $ 3,748 $ 3,823 $ 3,900 $ 3,978 $ 4,057
Central Dispatch 0.2952 0.2952 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 2,204 $ 2,248 $ 2,293 $ 2,339 $ 2,386 $ 2,434
Comm College 2.1693 2.1693 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 16,199 $ 16,523 $ 16,853 $ 17,191 $ 17,534 $ 17,885
MAISD 4.6773 4.6773 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 34,927 $ 35,626 $ 36,338 $ 37,065 $ 37,806 $ 38,563
City Museum 0.3169 0.3169 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 2,366 $ 2,414 $ 2,462 $ 2,511 $ 2,561 $ 2,613
Local Total 28.7778 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 171,589 $ 189,745 $ 208,559 $ 228,049 $ 232,610 $ 237,262
Non-Capturable Millages Millage Rate
Hackley Debt 0.4999 0.4999 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 3,733 $ 3,808 $ 3,884 $ 3,961 $ 4,041 $ 4,121
MPS Debt 2020 0.0500 0.0500 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 373 $ 381 $ 388 $ 396 $ 404 $ 412
MPS Debt 2021 7.7000 7.7000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 57,499 $ 58,649 $ 59,822 $ 61,018 $ 62,239 $ 63,484
Comm College Debt 0.2700 0.2700 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 2,016 $ 2,057 $ 2,098 $ 2,140 $ 2,182 $ 2,226
MPS Sinking Fund 0.9712 0.9712 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 7,252 $ 7,397 $ 7,545 $ 7,696 $ 7,850 $ 8,007
Total Non-Capturable Taxes 9.4911 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 70,874 $ 72,291 $ 73,737 $ 75,212 $ 76,716 $ 78,251
Total Tax Increment Revenue (TIR) Available for Capture $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 216,393 $ 235,446 $ 255,173 $ 275,596 $ 281,108 $ 286,730
Footnotes:
Assumes 23 rehab for sale units with TV of $256k each and primary residences
Assumes millages rates remain the same
Assumes 15yr Rehab NEZ
Page 201 of 334
Table 7
TIR Capture Estimates - Residential Condos - Phase I
Shaw Walker
Muskegon, Michigan
Estimated Taxable Value (TV) Increase Rate:
Plan Year 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 TOTAL
Calendar Year 2045 2046 2047 2048 2049 2050 2051 2052 2053 2054 2055 2056 2057 2058 2059
Base Taxable Value $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ -
Estimated New TV $ 8,409,514 $ 8,577,704 $ 8,749,258 $ 8,924,243 $ 9,102,728 $ 9,284,783 $ 9,470,479 $ 9,659,888 $ 9,853,086 $ 10,050,148 $ 10,251,151 $ 10,456,174 $ 10,665,297 $ 10,878,603 $ 11,096,175 $ 11,096,175
Incremental Difference (New TV - Base TV) $ 8,409,514 $ 8,577,704 $ 8,749,258 $ 8,924,243 $ 9,102,728 $ 9,284,783 $ 9,470,479 $ 9,659,888 $ 9,853,086 $ 10,050,148 $ 10,251,151 $ 10,456,174 $ 10,665,297 $ 10,878,603 $ 11,096,175 $ 11,096,175
NEZ
School Capture Millage Rate Phase Out
State Education Tax (SET) 6.0000 6.0000 $ 50,457 $ 51,466 $ 52,496 $ 53,545 $ 54,616 $ 55,709 $ 56,823 $ 57,959 $ 59,119 $ 60,301 $ 61,507 $ 33,267 $ - $ - $ - $ 929,897
School Operating Tax 18.0000 18.0000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ -
School Total 24.0000 $ 50,457 $ 51,466 $ 52,496 $ 53,545 $ 54,616 $ 55,709 $ 56,823 $ 57,959 $ 59,119 $ 60,301 $ 61,507 $ 33,267 $ - $ - $ - $ 929,897
Local Capture Millage Rate 9.6656875
County Operating 5.6097 $ 47,175 $ 48,118 $ 49,081 $ 50,062 $ 51,064 $ 52,085 $ 53,127 $ 54,189 $ 55,273 $ 56,378 $ 57,506 $ 58,656 $ 59,829 $ 61,026 $ 62,246 $ 1,048,223
City Operating 9.8554 $ 82,879 $ 84,537 $ 86,227 $ 87,952 $ 89,711 $ 91,505 $ 93,335 $ 95,202 $ 97,106 $ 99,048 $ 101,029 $ 103,050 $ 105,111 $ 107,213 $ 109,357 $ 1,841,570
City Sanitation 2.9364 2.9364 $ 24,694 $ 25,188 $ 25,691 $ 26,205 $ 26,729 $ 27,264 $ 27,809 $ 28,365 $ 28,933 $ 29,511 $ 30,101 $ 30,704 $ 31,318 $ 31,944 $ 32,583 $ 565,358
Hackley Library 2.3516 2.3516 $ 19,776 $ 20,171 $ 20,575 $ 20,986 $ 21,406 $ 21,834 $ 22,271 $ 22,716 $ 23,171 $ 23,634 $ 24,107 $ 24,589 $ 25,081 $ 25,582 $ 26,094 $ 452,764
County Veterans 0.0739 0.0739 $ 621 $ 634 $ 647 $ 660 $ 673 $ 686 $ 700 $ 714 $ 728 $ 743 $ 758 $ 773 $ 788 $ 804 $ 820 $ 14,228
Senior Citizens Svc 0.4921 0.4921 $ 4,138 $ 4,221 $ 4,306 $ 4,392 $ 4,479 $ 4,569 $ 4,660 $ 4,754 $ 4,849 $ 4,946 $ 5,045 $ 5,145 $ 5,248 $ 5,353 $ 5,460 $ 94,746
Central Dispatch 0.2952 0.2952 $ 2,482 $ 2,532 $ 2,583 $ 2,634 $ 2,687 $ 2,741 $ 2,796 $ 2,852 $ 2,909 $ 2,967 $ 3,026 $ 3,087 $ 3,148 $ 3,211 $ 3,276 $ 56,836
Comm College 2.1693 2.1693 $ 18,243 $ 18,608 $ 18,980 $ 19,359 $ 19,747 $ 20,141 $ 20,544 $ 20,955 $ 21,374 $ 21,802 $ 22,238 $ 22,683 $ 23,136 $ 23,599 $ 24,071 $ 417,665
MAISD 4.6773 4.6773 $ 39,334 $ 40,120 $ 40,923 $ 41,741 $ 42,576 $ 43,428 $ 44,296 $ 45,182 $ 46,086 $ 47,008 $ 47,948 $ 48,907 $ 49,885 $ 50,882 $ 51,900 $ 900,542
City Museum 0.3169 0.3169 $ 2,665 $ 2,718 $ 2,773 $ 2,828 $ 2,885 $ 2,942 $ 3,001 $ 3,061 $ 3,122 $ 3,185 $ 3,249 $ 3,314 $ 3,380 $ 3,447 $ 3,516 $ 61,014
Local Total 28.7778 $ 242,007 $ 246,847 $ 251,784 $ 256,820 $ 261,956 $ 267,196 $ 272,540 $ 277,990 $ 283,550 $ 289,221 $ 295,006 $ 300,906 $ 306,924 $ 313,062 $ 319,324 $ 5,452,947
Non-Capturable Millages Millage Rate
Hackley Debt 0.4999 0.4999 $ 4,204 $ 4,288 $ 4,374 $ 4,461 $ 4,550 $ 4,641 $ 4,734 $ 4,829 $ 4,926 $ 5,024 $ 5,125 $ 5,227 $ 5,332 $ 5,438 $ 5,547 $ 96,248
MPS Debt 2020 0.0500 0.0500 $ 420 $ 429 $ 437 $ 446 $ 455 $ 464 $ 474 $ 483 $ 493 $ 503 $ 513 $ 523 $ 533 $ 544 $ 555 $ 9,627
MPS Debt 2021 7.7000 7.7000 $ 64,753 $ 66,048 $ 67,369 $ 68,717 $ 70,091 $ 71,493 $ 72,923 $ 74,381 $ 75,869 $ 77,386 $ 78,934 $ 80,513 $ 82,123 $ 83,765 $ 85,441 $ 1,482,516
Comm College Debt 0.2700 0.2700 $ 2,271 $ 2,316 $ 2,362 $ 2,410 $ 2,458 $ 2,507 $ 2,557 $ 2,608 $ 2,660 $ 2,714 $ 2,768 $ 2,823 $ 2,880 $ 2,937 $ 2,996 $ 51,984
MPS Sinking Fund 0.9712 0.9712 $ 8,167 $ 8,331 $ 8,497 $ 8,667 $ 8,841 $ 9,017 $ 9,198 $ 9,382 $ 9,569 $ 9,761 $ 9,956 $ 10,155 $ 10,358 $ 10,565 $ 10,777 $ 186,990
Total Non-Capturable Taxes 9.4911 $ 79,816 $ 81,412 $ 83,040 $ 84,701 $ 86,395 $ 88,123 $ 89,885 $ 91,683 $ 93,517 $ 95,387 $ 97,295 $ 99,241 $ 101,225 $ 103,250 $ 105,315 $ 1,827,365
Total Tax Increment Revenue (TIR) Available for Capture $ 292,464 $ 298,314 $ 304,280 $ 310,366 $ 316,573 $ 322,904 $ 329,362 $ 335,950 $ 342,669 $ 349,522 $ 356,512 $ 334,173 $ 306,924 $ 313,062 $ 319,324 $ 6,382,843
Footnotes:
Assumes 23 rehab for sale units with TV of $256k each and primary residences
Assumes millages rates remain the same
Assumes 15yr Rehab NEZ
Page 202 of 334
Table 8
TIR Capture Estimates - Residential Condos - Phase II
Shaw Walker
Muskegon, Michigan
Estimated Taxable Value (TV) Increase Rate: 2% per year NEZ Term
Plan Year 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Calendar Year 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 2041 2042 2043 2044
Base Taxable Value $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ -
Estimated New TV $ - $ - $ - $ - $ 6,656,000 $ 6,789,120 $ 6,924,902 $ 7,063,400 $ 7,204,668 $ 7,348,762 $ 7,495,737 $ 7,645,652 $ 7,798,565 $ 7,954,536 $ 8,113,627 $ 8,275,899 $ 8,441,417 $ 8,610,246 $ 8,782,451 $ 8,958,100 $ 9,137,262
Incremental Difference (New TV - Base TV) $ - $ - $ - $ - $ 6,656,000 $ 6,789,120 $ 6,924,902 $ 7,063,400 $ 7,204,668 $ 7,348,762 $ 7,495,737 $ 7,645,652 $ 7,798,565 $ 7,954,536 $ 8,113,627 $ 8,275,899 $ 8,441,417 $ 8,610,246 $ 8,782,451 $ 8,958,100 $ 9,137,262
NEZ
School Capture Millage Rate Phase Out
State Education Tax (SET) 6.0000 6.0000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 50,649 $ 51,661 $ 52,695 $ 53,749 $ 54,824
School Operating Tax 18.0000 18.0000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ -
School Total 24.0000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 50,649 $ 51,661 $ 52,695 $ 53,749 $ 54,824
Local Capture Millage Rate 9.6656875 11.598825 13.5319625
County Operating 5.6097 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 29,596 $ 36,226 $ 43,109 $ 50,252 $ 51,257
City Operating 9.8554 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 51,996 $ 63,643 $ 75,735 $ 88,286 $ 90,051
City Sanitation 2.9364 2.9364 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 24,787 $ 25,283 $ 25,789 $ 26,305 $ 26,831
Hackley Library 2.3516 2.3516 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 19,851 $ 20,248 $ 20,653 $ 21,066 $ 21,487
County Veterans 0.0739 0.0739 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 624 $ 636 $ 649 $ 662 $ 675
Senior Citizens Svc 0.4921 0.4921 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 4,154 $ 4,237 $ 4,322 $ 4,408 $ 4,496
Central Dispatch 0.2952 0.2952 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 2,492 $ 2,542 $ 2,593 $ 2,644 $ 2,697
Comm College 2.1693 2.1693 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 18,312 $ 18,678 $ 19,052 $ 19,433 $ 19,821
MAISD 4.6773 4.6773 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 39,483 $ 40,273 $ 41,078 $ 41,900 $ 42,738
City Museum 0.3169 0.3169 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 2,675 $ 2,729 $ 2,783 $ 2,839 $ 2,896
Local Total 28.7778 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 193,970 $ 214,494 $ 235,762 $ 257,794 $ 262,950
Non-Capturable Millages Millage Rate
Hackley Debt 0.4999 0.4999 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 4,220 $ 4,304 $ 4,390 $ 4,478 $ 4,568
MPS Debt 2020 0.0500 0.0500 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 422 $ 431 $ 439 $ 448 $ 457
MPS Debt 2021 7.7000 7.7000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 64,999 $ 66,299 $ 67,625 $ 68,977 $ 70,357
Comm College Debt 0.2700 0.2700 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 2,279 $ 2,325 $ 2,371 $ 2,419 $ 2,467
MPS Sinking Fund 0.9712 0.9712 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 8,198 $ 8,362 $ 8,530 $ 8,700 $ 8,874
Total Non-Capturable Taxes 9.4911 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 80,118 $ 81,721 $ 83,355 $ 85,022 $ 86,723
Total Tax Increment Revenue (TIR) Available for Capture $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 244,619 $ 266,156 $ 288,457 $ 311,543 $ 317,774
Footnotes:
Assumes 26 rehab for sale units with TV of $256k each and primary residences
Assumes millages rates remain the same
Assumes 15yr Rehab NEZ
Page 203 of 334
Table 8
TIR Capture Estimates - Residential Condos - Phase II
Shaw Walker
Muskegon, Michigan
Estimated Taxable Value (TV) Increase Rate:
Plan Year 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 TOTAL
Calendar Year 2045 2046 2047 2048 2049 2050 2051 2052 2053 2054 2055 2056 2057 2058 2059
Base Taxable Value $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ -
Estimated New TV $ 9,320,007 $ 9,506,407 $ 9,696,535 $ 9,890,466 $ 10,088,275 $ 10,290,041 $ 10,495,842 $ 10,705,758 $ 10,919,873 $ 11,138,271 $ 11,361,036 $ 11,588,257 $ 11,820,022 $ 12,056,423 $ 12,297,551 $ 12,297,551
Incremental Difference (New TV - Base TV) $ 9,320,007 $ 9,506,407 $ 9,696,535 $ 9,890,466 $ 10,088,275 $ 10,290,041 $ 10,495,842 $ 10,705,758 $ 10,919,873 $ 11,138,271 $ 11,361,036 $ 11,588,257 $ 11,820,022 $ 12,056,423 $ 12,297,551 $ 12,297,551
NEZ
School Capture Millage Rate Phase Out
State Education Tax (SET) 6.0000 6.0000 $ 55,920 $ 57,038 $ 58,179 $ 59,343 $ 60,530 $ 61,740 $ 62,975 $ 64,235 $ 65,519 $ 66,830 $ 68,166 $ 37,703 $ - $ - $ - $ 981,755
School Operating Tax 18.0000 18.0000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ -
School Total 24.0000 $ 55,920 $ 57,038 $ 58,179 $ 59,343 $ 60,530 $ 61,740 $ 62,975 $ 64,235 $ 65,519 $ 66,830 $ 68,166 $ 37,703 $ - $ - $ - $ 981,755
Local Capture Millage Rate 9.6656875
County Operating 5.6097 $ 52,282 $ 53,328 $ 54,395 $ 55,483 $ 56,592 $ 57,724 $ 58,879 $ 60,056 $ 61,257 $ 62,482 $ 63,732 $ 65,007 $ 66,307 $ 67,633 $ 68,986 $ 1,114,582
City Operating 9.8554 $ 91,852 $ 93,689 $ 95,563 $ 97,474 $ 99,424 $ 101,412 $ 103,441 $ 105,510 $ 107,620 $ 109,772 $ 111,968 $ 114,207 $ 116,491 $ 118,821 $ 121,197 $ 1,958,153
City Sanitation 2.9364 2.9364 $ 27,367 $ 27,915 $ 28,473 $ 29,042 $ 29,623 $ 30,216 $ 30,820 $ 31,436 $ 32,065 $ 32,706 $ 33,361 $ 34,028 $ 34,708 $ 35,402 $ 36,111 $ 602,268
Hackley Library 2.3516 2.3516 $ 21,917 $ 22,355 $ 22,802 $ 23,258 $ 23,724 $ 24,198 $ 24,682 $ 25,176 $ 25,679 $ 26,193 $ 26,717 $ 27,251 $ 27,796 $ 28,352 $ 28,919 $ 482,323
County Veterans 0.0739 0.0739 $ 689 $ 703 $ 717 $ 731 $ 746 $ 760 $ 776 $ 791 $ 807 $ 823 $ 840 $ 856 $ 873 $ 891 $ 909 $ 15,157
Senior Citizens Svc 0.4921 0.4921 $ 4,586 $ 4,678 $ 4,772 $ 4,867 $ 4,964 $ 5,064 $ 5,165 $ 5,268 $ 5,374 $ 5,481 $ 5,591 $ 5,703 $ 5,817 $ 5,933 $ 6,052 $ 100,932
Central Dispatch 0.2952 0.2952 $ 2,751 $ 2,806 $ 2,862 $ 2,920 $ 2,978 $ 3,038 $ 3,098 $ 3,160 $ 3,224 $ 3,288 $ 3,354 $ 3,421 $ 3,489 $ 3,559 $ 3,630 $ 60,547
Comm College 2.1693 2.1693 $ 20,218 $ 20,622 $ 21,035 $ 21,455 $ 21,884 $ 22,322 $ 22,769 $ 23,224 $ 23,688 $ 24,162 $ 24,645 $ 25,138 $ 25,641 $ 26,154 $ 26,677 $ 444,933
MAISD 4.6773 4.6773 $ 43,592 $ 44,464 $ 45,354 $ 46,261 $ 47,186 $ 48,130 $ 49,092 $ 50,074 $ 51,076 $ 52,097 $ 53,139 $ 54,202 $ 55,286 $ 56,392 $ 57,519 $ 959,334
City Museum 0.3169 0.3169 $ 2,954 $ 3,013 $ 3,073 $ 3,134 $ 3,197 $ 3,261 $ 3,326 $ 3,393 $ 3,461 $ 3,530 $ 3,600 $ 3,672 $ 3,746 $ 3,821 $ 3,897 $ 64,998
Local Total 28.7778 $ 268,209 $ 273,573 $ 279,045 $ 284,626 $ 290,318 $ 296,125 $ 302,047 $ 308,088 $ 314,250 $ 320,535 $ 326,946 $ 333,485 $ 340,154 $ 346,957 $ 353,896 $ 5,803,226
Non-Capturable Millages Millage Rate
Hackley Debt 0.4999 0.4999 $ 4,659 $ 4,752 $ 4,847 $ 4,944 $ 5,043 $ 5,144 $ 5,247 $ 5,352 $ 5,459 $ 5,568 $ 5,679 $ 5,793 $ 5,909 $ 6,027 $ 6,148 $ 102,532
MPS Debt 2020 0.0500 0.0500 $ 466 $ 475 $ 485 $ 495 $ 504 $ 515 $ 525 $ 535 $ 546 $ 557 $ 568 $ 579 $ 591 $ 603 $ 615 $ 10,255
MPS Debt 2021 7.7000 7.7000 $ 71,764 $ 73,199 $ 74,663 $ 76,157 $ 77,680 $ 79,233 $ 80,818 $ 82,434 $ 84,083 $ 85,765 $ 87,480 $ 89,230 $ 91,014 $ 92,834 $ 94,691 $ 1,579,303
Comm College Debt 0.2700 0.2700 $ 2,516 $ 2,567 $ 2,618 $ 2,670 $ 2,724 $ 2,778 $ 2,834 $ 2,891 $ 2,948 $ 3,007 $ 3,067 $ 3,129 $ 3,191 $ 3,255 $ 3,320 $ 55,378
MPS Sinking Fund 0.9712 0.9712 $ 9,052 $ 9,233 $ 9,417 $ 9,606 $ 9,798 $ 9,994 $ 10,194 $ 10,397 $ 10,605 $ 10,817 $ 11,034 $ 11,255 $ 11,480 $ 11,709 $ 11,943 $ 199,197
Total Non-Capturable Taxes 9.4911 $ 88,457 $ 90,226 $ 92,031 $ 93,871 $ 95,749 $ 97,664 $ 99,617 $ 101,609 $ 103,642 $ 105,714 $ 107,829 $ 109,985 $ 112,185 $ 114,429 $ 116,717 $ 1,946,665
Total Tax Increment Revenue (TIR) Available for Capture $ 324,129 $ 330,612 $ 337,224 $ 343,969 $ 350,848 $ 357,865 $ 365,022 $ 372,323 $ 379,769 $ 387,365 $ 395,112 $ 371,188 $ 340,154 $ 346,957 $ 353,896 $ 6,784,981
Footnotes:
Assumes 26 rehab for sale units with TV of $256k each and primary residences
Assumes millages rates remain the same
Assumes 15yr Rehab NEZ
Page 204 of 334
Table 9
TIR Capture Estimates - Residential Condos - Phase III
Shaw Walker
Muskegon, Michigan
Estimated Taxable Value (TV) Increase Rate: 2% per year NEZ Term
Plan Year 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Calendar Year 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 2041 2042 2043 2044
Base Taxable Value $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ -
Estimated New TV $ - $ - $ - $ - $ - $ 5,120,000 $ 5,222,400 $ 5,326,848 $ 5,433,385 $ 5,542,053 $ 5,652,894 $ 5,765,952 $ 5,881,271 $ 5,998,896 $ 6,118,874 $ 6,241,251 $ 6,366,076 $ 6,493,398 $ 6,623,266 $ 6,755,731 $ 6,890,846
Incremental Difference (New TV - Base TV) $ - $ - $ - $ - $ - $ 5,120,000 $ 5,222,400 $ 5,326,848 $ 5,433,385 $ 5,542,053 $ 5,652,894 $ 5,765,952 $ 5,881,271 $ 5,998,896 $ 6,118,874 $ 6,241,251 $ 6,366,076 $ 6,493,398 $ 6,623,266 $ 6,755,731 $ 6,890,846
NEZ
School Capture Millage Rate Phase Out
State Education Tax (SET) 6.0000 6.0000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 38,960 $ 39,740 $ 40,534 $ 41,345
School Operating Tax 18.0000 18.0000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 116,881 $ 119,219 $ 121,603 $ 124,035
School Total 24.0000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 155,842 $ 158,958 $ 162,138 $ 165,380
Local Capture Millage Rate 9.6656875 11.598825 13.5319625
County Operating 5.6097 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 22,766 $ 27,866 $ 33,160 $ 38,656
City Operating 9.8554 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 39,997 $ 48,956 $ 58,258 $ 67,912
City Sanitation 2.9364 2.9364 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 19,067 $ 19,449 $ 19,838 $ 20,234
Hackley Library 2.3516 2.3516 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 15,270 $ 15,575 $ 15,887 $ 16,205
County Veterans 0.0739 0.0739 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 480 $ 489 $ 499 $ 509
Senior Citizens Svc 0.4921 0.4921 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 3,195 $ 3,259 $ 3,324 $ 3,391
Central Dispatch 0.2952 0.2952 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 1,917 $ 1,955 $ 1,994 $ 2,034
Comm College 2.1693 2.1693 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 14,086 $ 14,368 $ 14,655 $ 14,948
MAISD 4.6773 4.6773 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 30,372 $ 30,979 $ 31,599 $ 32,231
City Museum 0.3169 0.3169 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 2,058 $ 2,099 $ 2,141 $ 2,184
Local Total 28.7778 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 149,208 $ 164,996 $ 181,355 $ 198,303
Non-Capturable Millages Millage Rate
Hackley Debt 0.4999 0.4999 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 3,246 $ 3,311 $ 3,377 $ 3,445
MPS Debt 2020 0.0500 0.0500 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 325 $ 331 $ 338 $ 345
MPS Debt 2021 7.7000 7.7000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 49,999 $ 50,999 $ 52,019 $ 53,060
Comm College Debt 0.2700 0.2700 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 1,753 $ 1,788 $ 1,824 $ 1,861
MPS Sinking Fund 0.9712 0.9712 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 6,306 $ 6,433 $ 6,561 $ 6,692
Total Non-Capturable Taxes 9.4911 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 61,629 $ 62,862 $ 64,119 $ 65,402
Total Tax Increment Revenue (TIR) Available for Capture $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 305,049 $ 323,954 $ 343,493 $ 363,684
Footnotes:
Assumes 20 rehab for sale units with TV of $256k each and assumed to be second homes
Assumes millages rates remain the same
Assumes 15yr Rehab NEZ
Page 205 of 334
Table 9
TIR Capture Estimates - Residential Condos - Phase III
Shaw Walker
Muskegon, Michigan
Estimated Taxable Value (TV) Increase Rate:
Plan Year 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 TOTAL
Calendar Year 2045 2046 2047 2048 2049 2050 2051 2052 2053 2054 2055 2056 2057 2058 2059
Base Taxable Value $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ -
Estimated New TV $ 7,028,663 $ 7,169,236 $ 7,312,621 $ 7,458,873 $ 7,608,051 $ 7,760,212 $ 7,915,416 $ 8,073,724 $ 8,235,199 $ 8,399,903 $ 8,567,901 $ 8,739,259 $ 8,914,044 $ 9,092,325 $ 9,274,171 $ 9,274,171
Incremental Difference (New TV - Base TV) $ 7,028,663 $ 7,169,236 $ 7,312,621 $ 7,458,873 $ 7,608,051 $ 7,760,212 $ 7,915,416 $ 8,073,724 $ 8,235,199 $ 8,399,903 $ 8,567,901 $ 8,739,259 $ 8,914,044 $ 9,092,325 $ 9,274,171 $ 9,274,171
NEZ
School Capture Millage Rate Phase Out
State Education Tax (SET) 6.0000 6.0000 $ 42,172 $ 43,015 $ 43,876 $ 44,753 $ 45,648 $ 46,561 $ 47,492 $ 48,442 $ 49,411 $ 50,399 $ 51,407 $ 28,277 $ - $ - $ - $ 702,035
School Operating Tax 18.0000 18.0000 $ 126,516 $ 129,046 $ 131,627 $ 134,260 $ 136,945 $ 139,684 $ 142,477 $ 145,327 $ 148,234 $ 151,198 $ 154,222 $ 84,832 $ - $ - $ - $ 2,106,106
School Total 24.0000 $ 168,688 $ 172,062 $ 175,503 $ 179,013 $ 182,593 $ 186,245 $ 189,970 $ 193,769 $ 197,645 $ 201,598 $ 205,630 $ 113,109 $ - $ - $ - $ 2,808,142
Local Capture Millage Rate 9.6656875
County Operating 5.6097 $ 39,429 $ 40,217 $ 41,022 $ 41,842 $ 42,679 $ 43,532 $ 44,403 $ 45,291 $ 46,197 $ 47,121 $ 48,063 $ 49,025 $ 50,005 $ 51,005 $ 52,025 $ 804,305
City Operating 9.8554 $ 69,270 $ 70,656 $ 72,069 $ 73,510 $ 74,980 $ 76,480 $ 78,010 $ 79,570 $ 81,161 $ 82,784 $ 84,440 $ 86,129 $ 87,851 $ 89,608 $ 91,401 $ 1,413,043
City Sanitation 2.9364 2.9364 $ 20,639 $ 21,052 $ 21,473 $ 21,902 $ 22,340 $ 22,787 $ 23,243 $ 23,708 $ 24,182 $ 24,665 $ 25,159 $ 25,662 $ 26,175 $ 26,699 $ 27,233 $ 435,506
Hackley Library 2.3516 2.3516 $ 16,529 $ 16,859 $ 17,196 $ 17,540 $ 17,891 $ 18,249 $ 18,614 $ 18,986 $ 19,366 $ 19,753 $ 20,148 $ 20,551 $ 20,962 $ 21,382 $ 21,809 $ 348,772
County Veterans 0.0739 0.0739 $ 519 $ 530 $ 540 $ 551 $ 562 $ 573 $ 585 $ 597 $ 609 $ 621 $ 633 $ 646 $ 659 $ 672 $ 685 $ 10,960
Senior Citizens Svc 0.4921 0.4921 $ 3,459 $ 3,528 $ 3,599 $ 3,671 $ 3,744 $ 3,819 $ 3,895 $ 3,973 $ 4,053 $ 4,134 $ 4,216 $ 4,301 $ 4,387 $ 4,474 $ 4,564 $ 72,985
Central Dispatch 0.2952 0.2952 $ 2,075 $ 2,116 $ 2,159 $ 2,202 $ 2,246 $ 2,291 $ 2,337 $ 2,383 $ 2,431 $ 2,480 $ 2,529 $ 2,580 $ 2,631 $ 2,684 $ 2,738 $ 43,782
Comm College 2.1693 2.1693 $ 15,247 $ 15,552 $ 15,863 $ 16,181 $ 16,504 $ 16,834 $ 17,171 $ 17,514 $ 17,865 $ 18,222 $ 18,586 $ 18,958 $ 19,337 $ 19,724 $ 20,118 $ 321,735
MAISD 4.6773 4.6773 $ 32,875 $ 33,533 $ 34,203 $ 34,887 $ 35,585 $ 36,297 $ 37,023 $ 37,763 $ 38,518 $ 39,289 $ 40,075 $ 40,876 $ 41,694 $ 42,528 $ 43,378 $ 693,704
City Museum 0.3169 0.3169 $ 2,227 $ 2,272 $ 2,317 $ 2,364 $ 2,411 $ 2,459 $ 2,508 $ 2,559 $ 2,610 $ 2,662 $ 2,715 $ 2,769 $ 2,825 $ 2,881 $ 2,939 $ 47,000
Local Total 28.7778 $ 202,269 $ 206,315 $ 210,441 $ 214,650 $ 218,943 $ 223,322 $ 227,788 $ 232,344 $ 236,991 $ 241,731 $ 246,565 $ 251,497 $ 256,527 $ 261,657 $ 266,890 $ 4,191,792
Non-Capturable Millages Millage Rate
Hackley Debt 0.4999 0.4999 $ 3,514 $ 3,584 $ 3,656 $ 3,729 $ 3,803 $ 3,879 $ 3,957 $ 4,036 $ 4,117 $ 4,199 $ 4,283 $ 4,369 $ 4,456 $ 4,545 $ 4,636 $ 74,142
MPS Debt 2020 0.0500 0.0500 $ 351 $ 358 $ 366 $ 373 $ 380 $ 388 $ 396 $ 404 $ 412 $ 420 $ 428 $ 437 $ 446 $ 455 $ 464 $ 7,416
MPS Debt 2021 7.7000 7.7000 $ 54,121 $ 55,203 $ 56,307 $ 57,433 $ 58,582 $ 59,754 $ 60,949 $ 62,168 $ 63,411 $ 64,679 $ 65,973 $ 67,292 $ 68,638 $ 70,011 $ 71,411 $ 1,142,009
Comm College Debt 0.2700 0.2700 $ 1,898 $ 1,936 $ 1,974 $ 2,014 $ 2,054 $ 2,095 $ 2,137 $ 2,180 $ 2,224 $ 2,268 $ 2,313 $ 2,360 $ 2,407 $ 2,455 $ 2,504 $ 40,044
MPS Sinking Fund 0.9712 0.9712 $ 6,826 $ 6,963 $ 7,102 $ 7,244 $ 7,389 $ 7,537 $ 7,687 $ 7,841 $ 7,998 $ 8,158 $ 8,321 $ 8,488 $ 8,657 $ 8,830 $ 9,007 $ 144,041
Total Non-Capturable Taxes 9.4911 $ 66,710 $ 68,044 $ 69,405 $ 70,793 $ 72,209 $ 73,653 $ 75,126 $ 76,629 $ 78,161 $ 79,724 $ 81,319 $ 82,945 $ 84,604 $ 86,296 $ 88,022 $ 1,407,652
Total Tax Increment Revenue (TIR) Available for Capture $ 370,957 $ 378,377 $ 385,944 $ 393,663 $ 401,536 $ 409,567 $ 417,758 $ 426,113 $ 434,636 $ 443,328 $ 452,195 $ 364,606 $ 256,527 $ 261,657 $ 266,890 $ 6,999,934
Footnotes:
Assumes 20 rehab for sale units with TV of $256k each and assumed to be second homes
Assumes millages rates remain the same
Assumes 15yr Rehab NEZ
Page 206 of 334
Table 10
TIR Capture Estimates - New Townhomes
Shaw Walker
Muskegon, Michigan
Estimated Taxable Value (TV) Increase Rate: 2% per year NEZ Terms
Plan Year 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Calendar Year 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 2041 2042 2043 2044
Base Taxable Value $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500
Estimated New TV - Yr 1 $ 2,372,500 $ 2,419,950 $ 2,468,349 $ 2,517,716 $ 2,568,070 $ 2,619,432 $ 2,671,820 $ 2,725,257 $ 2,779,762 $ 2,835,357 $ 2,892,064 $ 2,949,906 $ 3,008,904 $ 3,069,082 $ 3,130,463 $ 3,193,073 $ 3,256,934 $ 3,322,073
Estimated New TV - Yr 2 $ - $ 2,372,500 $ 2,419,950 $ 2,468,349 $ 2,517,716 $ 2,568,070 $ 2,619,432 $ 2,671,820 $ 2,725,257 $ 2,779,762 $ 2,835,357 $ 2,892,064 $ 2,949,906 $ 3,008,904 $ 3,069,082 $ 3,130,463 $ 3,193,073 $ 3,256,934
Estimated New TV - Yr 3 $ - $ - $ - $ - $ - $ 2,372,500 $ 2,419,950 $ 2,468,349 $ 2,517,716 $ 2,568,070 $ 2,619,432 $ 2,671,820 $ 2,725,257 $ 2,779,762 $ 2,835,357 $ 2,892,064 $ 2,949,906 $ 3,008,904 $ 3,069,082 $ 3,130,463 $ 3,193,073
Incremental Difference (New TV - Base TV) $ - $ - $ - $ 2,313,000 $ 4,732,950 $ 7,201,299 $ 7,346,515 $ 7,494,635 $ 7,645,718 $ 7,799,822 $ 7,957,009 $ 8,117,339 $ 8,280,876 $ 8,447,683 $ 8,617,827 $ 8,791,373 $ 8,968,391 $ 9,148,949 $ 9,333,118 $ 9,520,970 $ 9,712,579
NEZ Homestead Rate 17.495 17.495 17.495 17.495 17.495 17.495 17.495 17.495 17.495 17.495 17.495 17.495 38.4695 40.4026 42.3358 44.2689 44.2689 44.2689
17.495 17.495 17.495 17.495 17.495 17.495 17.495 17.495 17.495 17.495 17.495 17.495 38.4695 40.4026 42.3358 44.2689 44.2689
17.495 17.495 17.495 17.495 17.495 17.495 17.495 17.495 17.495 17.495 17.495 17.495 38.4695 40.4026 42.3358 44.2689
$ 40,466 $ 82,803 $ 125,987 $ 128,527 $ 131,119 $ 133,762 $ 136,458 $ 139,208 $ 142,013 $ 144,874 $ 147,792 $ 150,769 $ 215,667 $ 288,955 $ 369,762 $ 395,249 $ 415,431 $ 429,965
School Capture Millage Rate
State Education Tax (SET) 6.0000 0.1355 $ - $ - $ - $ - $ - $ - $ 17,420 $ 17,771 $ 18,129 $ 18,495 $ 18,868 $ 19,248 $ 19,636 $ 20,031 $ 20,435 $ 29,231 $ 39,164 $ 50,116 $ 53,570 $ 56,306 $ 58,275
School Operating Tax 0.0000 0.0000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ -
School Total 6.0000 $ - $ - $ - $ - $ - $ - $ 17,420 $ 17,771 $ 18,129 $ 18,495 $ 18,868 $ 19,248 $ 19,636 $ 20,031 $ 20,435 $ 29,231 $ 39,164 $ 50,116 $ 53,570 $ 56,306 $ 58,275
Local Capture Millage Rate 9.6656875 11.598825 13.5319625
County Operating 5.6097 0.1267 $ - $ - $ - $ - $ - $ - $ 16,287 $ 16,615 $ 16,950 $ 17,292 $ 17,640 $ 17,996 $ 18,358 $ 18,728 $ 19,105 $ 27,329 $ 36,616 $ 46,856 $ 50,086 $ 52,643 $ 54,485
City Operating 9.8554 0.2226 $ - $ - $ - $ - $ - $ - $ 28,613 $ 29,190 $ 29,779 $ 30,379 $ 30,991 $ 31,616 $ 32,253 $ 32,902 $ 33,565 $ 48,013 $ 64,329 $ 82,318 $ 87,993 $ 92,486 $ 95,721
City Sanitation 2.9364 0.0663 $ - $ - $ - $ - $ - $ - $ 8,525 $ 8,697 $ 8,873 $ 9,051 $ 9,234 $ 9,420 $ 9,610 $ 9,803 $ 10,001 $ 14,305 $ 19,167 $ 24,527 $ 26,217 $ 27,556 $ 28,520
Hackley Library 2.3516 0.0531 $ - $ - $ - $ - $ - $ - $ 6,827 $ 6,965 $ 7,106 $ 7,249 $ 7,395 $ 7,544 $ 7,696 $ 7,851 $ 8,009 $ 11,456 $ 15,350 $ 19,642 $ 20,996 $ 22,068 $ 22,840
County Veterans 0.0739 0.0017 $ - $ - $ - $ - $ - $ - $ 215 $ 219 $ 223 $ 228 $ 232 $ 237 $ 242 $ 247 $ 252 $ 360 $ 482 $ 617 $ 660 $ 693 $ 718
Senior Citizens Svc 0.4921 0.0111 $ - $ - $ - $ - $ - $ - $ 1,429 $ 1,458 $ 1,487 $ 1,517 $ 1,547 $ 1,579 $ 1,610 $ 1,643 $ 1,676 $ 2,397 $ 3,212 $ 4,110 $ 4,394 $ 4,618 $ 4,780
Central Dispatch 0.2952 0.0067 $ - $ - $ - $ - $ - $ - $ 857 $ 874 $ 892 $ 910 $ 928 $ 947 $ 966 $ 986 $ 1,005 $ 1,438 $ 1,927 $ 2,466 $ 2,636 $ 2,770 $ 2,867
Comm College 2.1693 0.0490 $ - $ - $ - $ - $ - $ - $ 6,298 $ 6,425 $ 6,555 $ 6,687 $ 6,822 $ 6,959 $ 7,099 $ 7,242 $ 7,388 $ 10,568 $ 14,160 $ 18,119 $ 19,368 $ 20,357 $ 21,069
MAISD 4.6773 0.1057 $ - $ - $ - $ - $ - $ - $ 13,580 $ 13,854 $ 14,133 $ 14,418 $ 14,708 $ 15,005 $ 15,307 $ 15,615 $ 15,930 $ 22,787 $ 30,530 $ 39,068 $ 41,761 $ 43,893 $ 45,429
City Museum 0.3169 0.0072 $ - $ - $ - $ - $ - $ - $ 920 $ 939 $ 958 $ 977 $ 997 $ 1,017 $ 1,037 $ 1,058 $ 1,079 $ 1,544 $ 2,068 $ 2,647 $ 2,829 $ 2,974 $ 3,078
Local Total 28.7778 $ - $ - $ - $ - $ - $ - $ 83,551 $ 85,236 $ 86,954 $ 88,707 $ 90,495 $ 92,318 $ 94,178 $ 96,075 $ 98,010 $ 140,198 $ 187,840 $ 240,370 $ 256,939 $ 270,059 $ 279,507
Non-Capturable Millages Millage Rate
Hackley Debt 0.4999 0.0113 $ - $ - $ - $ - $ - $ - $ 1,451 $ 1,481 $ 1,510 $ 1,541 $ 1,572 $ 1,604 $ 1,636 $ 1,669 $ 1,703 $ 2,435 $ 3,263 $ 4,175 $ 4,463 $ 4,691 $ 4,855
MPS Debt 2020 0.0500 0.0011 $ - $ - $ - $ - $ - $ - $ 145 $ 148 $ 151 $ 154 $ 157 $ 160 $ 164 $ 167 $ 170 $ 244 $ 326 $ 418 $ 446 $ 469 $ 486
MPS Debt 2021 7.7000 0.1739 $ - $ - $ - $ - $ - $ - $ 22,356 $ 22,806 $ 23,266 $ 23,735 $ 24,213 $ 24,701 $ 25,199 $ 25,707 $ 26,224 $ 37,513 $ 50,260 $ 64,315 $ 68,748 $ 72,259 $ 74,787
Comm College Debt 0.2700 0.0061 $ - $ - $ - $ - $ - $ - $ 784 $ 800 $ 816 $ 832 $ 849 $ 866 $ 884 $ 901 $ 920 $ 1,315 $ 1,762 $ 2,255 $ 2,411 $ 2,534 $ 2,622
MPS Sinking Fund 0.9712 0.0219 $ - $ - $ - $ - $ - $ - $ 2,820 $ 2,877 $ 2,935 $ 2,994 $ 3,054 $ 3,116 $ 3,178 $ 3,242 $ 3,308 $ 4,731 $ 6,339 $ 8,112 $ 8,671 $ 9,114 $ 9,433
Total Non-Capturable Taxes 9.4911 $ - $ - $ - $ - $ - $ - $ 27,556 $ 28,111 $ 28,678 $ 29,256 $ 29,846 $ 30,447 $ 31,060 $ 31,686 $ 32,324 $ 46,238 $ 61,951 $ 79,276 $ 84,740 $ 89,067 $ 92,183
Total Tax Increment Revenue (TIR) Available for Capture $ - $ - $ - $ - $ - $ - $ 100,971 $ 103,007 $ 105,084 $ 107,202 $ 109,362 $ 111,566 $ 113,813 $ 116,106 $ 118,445 $ 169,429 $ 227,004 $ 290,486 $ 310,509 $ 326,364 $ 337,782
Footnotes:
Assumes 39 townhomes with TV of $182.5k each - Sold over 3yrs - 15yr NEZ
Assumes millages rates remain the same
Page 207 of 334
Table 10
TIR Capture Estimates - New Townhomes
Shaw Walker
Muskegon, Michigan
Estimated Taxable Value (TV) Increase Rate:
Plan Year 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 TOTAL
Calendar Year 2045 2046 2047 2048 2049 2050 2051 2052 2053 2054 2055 2056 2057 2058 2059
Base Taxable Value $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500 $ 59,500
Estimated New TV - Yr 1 $ 3,388,514 $ 3,456,285 $ 3,525,410 $ 3,595,918 $ 3,667,837 $ 3,741,194 $ 3,816,017 $ 3,892,338 $ 3,970,184 $ 4,049,588 $ 4,130,580 $ 4,213,192 $ 4,297,455 $ 4,383,404 $ 4,471,073 $ 4,471,073
Estimated New TV - Yr 2 $ 3,322,073 $ 3,388,514 $ 3,456,285 $ 3,525,410 $ 3,595,918 $ 3,667,837 $ 3,741,194 $ 3,816,017 $ 3,892,338 $ 3,970,184 $ 4,049,588 $ 4,130,580 $ 4,213,192 $ 4,297,455 $ 4,383,404 $ 4,383,404
Estimated New TV - Yr 3 $ 3,256,934 $ 3,322,073 $ 3,388,514 $ 3,456,285 $ 3,525,410 $ 3,595,918 $ 3,667,837 $ 3,741,194 $ 3,816,017 $ 3,892,338 $ 3,970,184 $ 4,049,588 $ 4,130,580 $ 4,213,192 $ 4,297,455 $ 4,297,455
Incremental Difference (New TV - Base TV) $ 9,908,021 $ 10,107,371 $ 10,310,709 $ 10,518,113 $ 10,729,665 $ 10,945,449 $ 11,165,548 $ 11,390,049 $ 11,619,040 $ 11,852,610 $ 12,090,853 $ 12,333,860 $ 12,581,727 $ 12,834,551 $ 13,092,432 $ 13,092,432
School Capture Millage Rate
State Education Tax (SET) 6.0000 0.1355 $ 59,448 $ 60,644 $ 61,864 $ 63,109 $ 64,378 $ 65,673 $ 66,993 $ 68,340 $ 69,714 $ 71,116 $ 72,545 $ 39,921 $ - $ - $ - $ 1,220,439
School Operating Tax 0.0000 0.0000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ -
School Total 6.0000 $ 59,448 $ 60,644 $ 61,864 $ 63,109 $ 64,378 $ 65,673 $ 66,993 $ 68,340 $ 69,714 $ 71,116 $ 72,545 $ 39,921 $ - $ - $ - $ 1,220,439
Local Capture Millage Rate 9.6656875
County Operating 5.6097 0.1267 $ 55,581 $ 56,699 $ 57,840 $ 59,003 $ 60,190 $ 61,401 $ 62,635 $ 63,895 $ 65,179 $ 66,490 $ 67,826 $ 69,189 $ 70,580 $ 71,998 $ 73,445 $ 1,388,937
City Operating 9.8554 0.2226 $ 97,648 $ 99,612 $ 101,616 $ 103,660 $ 105,745 $ 107,872 $ 110,041 $ 112,253 $ 114,510 $ 116,812 $ 119,160 $ 121,555 $ 123,998 $ 126,490 $ 129,031 $ 2,440,153
City Sanitation 2.9364 0.0663 $ 29,094 $ 29,679 $ 30,276 $ 30,885 $ 31,507 $ 32,140 $ 32,787 $ 33,446 $ 34,118 $ 34,804 $ 35,504 $ 36,217 $ 36,945 $ 37,687 $ 38,445 $ 727,039
Hackley Library 2.3516 0.0531 $ 23,300 $ 23,768 $ 24,247 $ 24,734 $ 25,232 $ 25,739 $ 26,257 $ 26,785 $ 27,323 $ 27,873 $ 28,433 $ 29,004 $ 29,587 $ 30,182 $ 30,788 $ 582,246
County Veterans 0.0739 0.0017 $ 732 $ 747 $ 762 $ 777 $ 793 $ 809 $ 825 $ 842 $ 859 $ 876 $ 894 $ 911 $ 930 $ 948 $ 968 $ 18,297
Senior Citizens Svc 0.4921 0.0111 $ 4,876 $ 4,974 $ 5,074 $ 5,176 $ 5,280 $ 5,386 $ 5,495 $ 5,605 $ 5,718 $ 5,833 $ 5,950 $ 6,069 $ 6,191 $ 6,316 $ 6,443 $ 121,842
Central Dispatch 0.2952 0.0067 $ 2,925 $ 2,984 $ 3,044 $ 3,105 $ 3,167 $ 3,231 $ 3,296 $ 3,362 $ 3,430 $ 3,499 $ 3,569 $ 3,641 $ 3,714 $ 3,789 $ 3,865 $ 73,090
Comm College 2.1693 0.0490 $ 21,493 $ 21,926 $ 22,367 $ 22,817 $ 23,276 $ 23,744 $ 24,221 $ 24,708 $ 25,205 $ 25,712 $ 26,229 $ 26,756 $ 27,294 $ 27,842 $ 28,401 $ 537,109
MAISD 4.6773 0.1057 $ 46,343 $ 47,275 $ 48,226 $ 49,196 $ 50,186 $ 51,195 $ 52,225 $ 53,275 $ 54,346 $ 55,438 $ 56,553 $ 57,689 $ 58,849 $ 60,031 $ 61,237 $ 1,158,079
City Museum 0.3169 0.0072 $ 3,140 $ 3,203 $ 3,267 $ 3,333 $ 3,400 $ 3,469 $ 3,538 $ 3,610 $ 3,682 $ 3,756 $ 3,832 $ 3,909 $ 3,987 $ 4,067 $ 4,149 $ 78,463
Local Total 28.7778 $ 285,131 $ 290,868 $ 296,720 $ 302,688 $ 308,776 $ 314,986 $ 321,320 $ 327,781 $ 334,370 $ 341,092 $ 347,948 $ 354,941 $ 362,074 $ 369,350 $ 376,771 $ 7,125,254
Non-Capturable Millages Millage Rate
Hackley Debt 0.4999 0.0113 $ 4,953 $ 5,053 $ 5,154 $ 5,258 $ 5,364 $ 5,472 $ 5,582 $ 5,694 $ 5,808 $ 5,925 $ 6,044 $ 6,166 $ 6,290 $ 6,416 $ 6,545 $ 123,773
MPS Debt 2020 0.0500 0.0011 $ 495 $ 505 $ 516 $ 526 $ 536 $ 547 $ 558 $ 570 $ 581 $ 593 $ 605 $ 617 $ 629 $ 642 $ 655 $ 12,380
MPS Debt 2021 7.7000 0.1739 $ 76,292 $ 77,827 $ 79,392 $ 80,989 $ 82,618 $ 84,280 $ 85,975 $ 87,703 $ 89,467 $ 91,265 $ 93,100 $ 94,971 $ 96,879 $ 98,826 $ 100,812 $ 1,906,486
Comm College Debt 0.2700 0.0061 $ 2,675 $ 2,729 $ 2,784 $ 2,840 $ 2,897 $ 2,955 $ 3,015 $ 3,075 $ 3,137 $ 3,200 $ 3,265 $ 3,330 $ 3,397 $ 3,465 $ 3,535 $ 66,851
MPS Sinking Fund 0.9712 0.0219 $ 9,623 $ 9,816 $ 10,014 $ 10,215 $ 10,421 $ 10,630 $ 10,844 $ 11,062 $ 11,284 $ 11,511 $ 11,743 $ 11,979 $ 12,219 $ 12,465 $ 12,715 $ 240,465
Total Non-Capturable Taxes 9.4911 $ 94,038 $ 95,930 $ 97,860 $ 99,828 $ 101,836 $ 103,884 $ 105,973 $ 108,104 $ 110,277 $ 112,494 $ 114,755 $ 117,062 $ 119,414 $ 121,814 $ 124,262 $ 2,349,954
Total Tax Increment Revenue (TIR) Available for Capture $ 344,579 $ 351,512 $ 358,584 $ 365,797 $ 373,154 $ 380,659 $ 388,313 $ 396,121 $ 404,085 $ 412,208 $ 420,493 $ 394,862 $ 362,074 $ 369,350 $ 376,771 $ 8,345,693
Footnotes:
Assumes 39 townhomes with TV of $182.5k each - Sold over 3yrs - 15yr NEZ
Assumes millages rates remain the same
Page 208 of 334
Table 11
Shaw Walker
Revenue Capture Table
Mixed Use Building Residential Income Calculation
Residential Assumptions: Vacancy Assumptions: Residential Commercial
New Condos Existing Condos - Rehab Townhomes Commercial Income Calculation
No. of Units ‐ 571 Year 1 Absorption Vacancy 25.00% 25.00% Average Household For Sale* $ 163,114 $ 110,282 $ 137,762
Average wage
Residential SF ‐ 408,829 Year 2 Absorption Vacancy 15.00% 10.00% earners per
Average Household Market Rental* $ 100,100 1.57 household FTE's Average Salary Total Income
Avg. Monthly Rent PSF ‐ $2.20 Ongoing Vacancy 5.00% 5.00% Average Household Income Affordable $ 55,680 Residential Property Management 5 $ 55,000 $ 275,000
Total Annual Income ‐ $ 58,677,999 All Residents Office Employees 45 $ 60,000 $ 2,700,000
Salary Increase 3.50% /year Unit Size Studio 1BR 2BR 3BR Total Retail Employees 150 $ 40,000 $ 6,000,000 SF of Retail 22802 Retail Employees per SF 288
State Income Tax ‐ 4.25% Yr 1‐20 Number of units - For Sale New 0 5 64 0 69
Number of units - For Sale Existing 0 19 10 4 33
Sales/Use Tax ‐ 6.00% Number of units - For Sale TH 0 0 0 37 37 Total 200 $ 8,975,000
Number of units - Rental Market 11 347 44 10 412
Number of units - Rental Affordable 20 20
Total Number of Units 31 371 118 51 571 Total Withholding $ 381,438
Construction Constrution
Residential Commercial Property Tax Property Tax
Sales/Use Period Income Tenants per unit 1.00 1.50 1.75 2.00 Percent Captured 100%
Withholding Tax Capture - Capture - Sales Tax
Tax Exemption Tax Capture Income Tax Capture Total
Capture SCHOOL LOCAL Capture Total Occupants 31 556.5 206.5 102 896 Total Capture $ 381,438
Average Household Income per Unit - For Sale New $ 103,949 $ 155,923 $ 181,910 $ 207,897
Average Household Income per Unit - For Sale Existing $ 70,280 $ 105,420 $ 122,990 $ 140,560
2025 0 0 0 Average Household Income per Unit - For Sale TH $ 87,793 $ 131,689 $ 153,637 $ 175,586
2026 1,637,135 1,270,691 2,907,826 Average Household Income per Unit - Market $ 63,792 $ 95,688 $ 111,635 $ 127,583
2027 1,637,135 1,270,691 2,907,826 Average Household Income per Unit - Affordable $ 35,483 $ 53,225 $ 62,096 $ 70,967 # of Construction Days Materials Labor
3,274,269 2,541,382 0 0 0 0 0 5,815,652
Total Household Income - For Sale New $ - $ 779,615 $ 11,642,255 $ - $ 12,421,871
2028 1,637,135 1,270,691 1,870,361 286,078 0 0 225,000 5,289,265 Total Household Income - For Sale Existing $ - $ 2,002,985 $ 1,229,903 $ 562,241 $ 3,795,129 $ - $ -
2029 0 0 2,193,934 355,309 0 0 278,100 2,827,343 Total Household Income - For Sale TH $ - $ - $ - $ 6,496,667 $ 6,496,667 365 $ 1,637,135 $ 1,270,691.20
2030 0 0 2,537,865 388,175 33,691 82,256 302,357 3,344,344 Total Household Income - Market $ 701,708 $ 33,203,563 $ 4,911,958 $ 1,275,833 $ 40,093,063 365 $ 1,637,135 $ 1,270,691.20
2031 2,626,690 401,761 34,426 83,914 311,427 3,458,219 Total Household Income - Affordable $ 709,669 $ - $ - $ - $ 709,669 365 $ 1,637,135 $ 1,270,691.20
2032 2,718,625 415,823 61,285 85,307 320,770 3,601,809 Income Tax Deduction @ $5,400 per Occupant $ (167,400) $ (3,005,100) $ (1,115,100) $ (550,800) $ (4,838,400) $ - $ -
2033 2,813,776 430,377 62,630 87,025 330,393 3,724,201 Total Adjusted Income $ 1,243,977 $ 32,981,063 $ 16,669,017 $ 7,783,942 $ 58,677,999 $ -
*Source US Census Bureau 2022 Inflation Adjusted Table S1901 # #
2034 2,912,259 445,440 64,003 88,777 340,305 3,850,783 and MSHDA AMI Schedule. See support Table. 1095
# #
2035 3,014,188 461,030 65,403 90,565 350,514 3,981,699 Construction Materials Construction Labor 2024
2036 3,119,684 477,166 66,830 92,388 361,029 4,117,099 2025
2037 3,228,873 493,867 68,287 94,248 371,860 4,257,135 Construction Cost $ 171,502,580 $ 171,502,580 2026
% Attributable to
2038 3,341,884 511,153 69,772 176,941 383,016 4,482,766 52% 2027
% Attributable to Materials 48% Labor Sales Tax Calculation
2039 3,458,850 529,043 1,054,332 1,414,967 394,507 6,851,698 Total Materials Cost $ 81,806,731 2028 Hotel Restaurant Retail** Total
2040 3,579,909 547,559 1,106,318 1,783,639 406,342 7,423,768 FF&E $ 50,000 Total Labor $ 89,695,849 Sales Per Square Foot*
2041 3,705,206 566,724 1,270,790 2,136,899 418,532 8,098,151 Annual Revenue $ 2,000,000 $ 3,000,000 $ 5,000,000
2042 3,834,888 586,559 1,298,332 2,329,763 431,088 8,480,631 Total Sales Tax $ 4,911,404 Total Income Tax $ 3,812,074 Total Sales tax Potential $ - $ 120,000 $ 180,000 $ 300,000
2043 3,969,109 607,089 1,326,031 2,415,527 444,021 8,761,778 Loss factor 100% Loss factor 100% Vacancy Loss Year 1 40% 25.00% 25.00%
2044 4,108,028 628,337 1,353,874 2,482,235 457,341 9,029,815 Sales Tax Subject to capture $ 4,911,404 Income Tax Capture $ 3,812,074 Vacancy Loss Year 2 35% 10.00% 10.00%
2045 4,251,809 650,329 1,381,855 2,533,124 471,062 9,288,179 Vacancy loss Stabilized 27.5% 5.00% 5.00%
2046 4,400,623 673,090 1,410,396 2,585,032 485,193 9,554,334 Property Tax Inflation Factor 2% Sales Tax Inflation 3% Base Sales Tax
2047 290,384 44,415 1,439,508 2,637,977 31,862 4,444,146 Year 1 Capture $ - $ 90,000 $ 135,000 $ - $ 225,000
2048 1,469,202 2,691,981 4,161,183 Base Taxable Value $ - Year 2 Capture $ - $ 111,240 $ 166,860 $ - $ 278,100
2049 1,499,489 2,747,066 4,246,555 Year 1 Future TV Year 3 Capture $ - $ 120,943 $ 181,414 $ - $ 302,357
2050 1,530,383 2,803,252 4,333,635 Increment $ - *Data generated based on operations from owner's other three restaurants in downtown Muskegon, and owner's retail tenants that average $400k or more per year.
2051 1,561,895 2,860,562 4,422,456 State Captured Millage 24 **Assumes 8 retail tenants at S/W
2052 1,594,036 2,919,018 4,513,054 Local Captured Millage
2053 1,626,821 2,978,643 4,605,464
2054 1,660,261 3,039,461 4,699,722 NEZ State Captured Millage
2055 2,023,088 3,101,495 5,124,583 NEZ Local Captured Millage
2056 1,108,909 1,700,012 2,808,921
2057 0 0 0 FTV per Unit (2023) See Capture Tabs
Total 1,637,135 1,270,691 61,976,945 9,499,324 26,241,847 46,042,075 7,114,720 153,782,737 FTV per Unit (2029) - 3% $ -
GRAND TOTAL 4,911,404 3,812,074 61,976,945 9,499,324 26,241,847 46,042,075 7,114,720 159,598,389
Page 209 of 334
ATTACHMENT A
BROWNFIELD PLAN RESOLUTIONS
Attachment A-1
Page 210 of 334
ATTACHMENT B
AFFORDABLE HOUSING AGREEMENT
Attachment B-1
Page 211 of 334
RESOLUTION APPROVING THE COMBINED TRANSFORMATIONAL BROWNFIELD PLAN
AMENDMENT
Parkland Properties of Michigan- Shaw Walker, LLC (Shaw Walker Opportunity Zone
Business 1, LLC, Shaw Walker Opportunity Zone Business 2, LLC, Shaw Walker
Opportunity Zone Business 3, LLC, and Shaw Walker Opportunity Zone Business 4, LLC)
965 W. Western Ave., 920 Washington Ave., 930 Washington Ave., 1330 Division Ave.
(Shaw Walker Mixed Use Redevelopment Project)
City of Muskegon
County of Muskegon, Michigan
Minutes of a Regular Meeting of the City Commission of the City of Muskegon, County of
Muskegon, Michigan (the “City”), held in the City Commission Chambers on the 11th day of
February, 2025 at 5:30 p.m., prevailing Eastern Time.
PRESENT:
ABSENT:
The following preamble and resolution were offered by Commissioner
___________________ and supported by Commissioner __________________.
WHEREAS, in accordance with the provisions of Act 381, Public Acts of Michigan, 1996,
as amended (“Act 381”), the City of Muskegon Brownfield Redevelopment Authority (the
“Authority”) has approved a Combined Transformational Brownfield Plan Amendment to add
Parkland Properties of Michigan- Shaw Walker, LLC (Shaw Walker Opportunity Zone Business
1, LLC, Shaw Walker Opportunity Zone Business 2, LLC, Shaw Walker Opportunity Zone
Business 3, LLC, and Shaw Walker Opportunity Zone Business 4, LLC) 965 W. Western Ave.,
920 Washington Ave., 930 Washington Ave., 1330 Division Ave.; and
WHEREAS, the Authority has forwarded the Combined Transformational Brownfield
Plan Amendment to the City Commission requesting its approval of the Combined
Transformational Brownfield Plan Amendment; and
WHEREAS, the City Commission has provided notice and a reasonable opportunity to
the taxing jurisdictions levying taxes subject to capture to express their views and
recommendations regarding the Combined Transformational Brownfield Plan Amendment, as
required by Act 381; and
Page 212 of 334
WHEREAS, not less than 10 days has passed since the City Commission provided
notice of the proposed Brownfield Plan to the taxing units; and
WHEREAS, the City Commission held a public hearing on the proposed Brownfield Plan
on February 11, 2025.
NOW, THEREFORE, BE IT RESOLVED THAT:
1. That the Combined Transformational Brownfield Plan Amendment constitutes a
public purpose under Act 381.
2. That the Combined Transformational Brownfield Plan meets all the requirements of
Section 13 of Act 381.
3. That the proposed method of financing the costs of the eligible activities, as identified
in the Combined Transformational Brownfield Plan and defined in Act 381, is feasible
and the Authority has the authority to arrange the financing.
4. That the costs of the eligible activities proposed in the Combined Transformational
Brownfield Plan are reasonable and necessary to carry out the purposes of Act 381.
5. That the amount of captured taxable value estimated to result from the adoption of
the Combined Transformational Brownfield Plan is reasonable.
6. That the Combined Transformational Brownfield Plan in the form presented is
approved and is effective immediately.
7. That all resolutions or parts of resolutions in conflict herewith shall be and the same
are hereby rescinded.
Be it Further Resolved that the Mayor and City Clerk are hereby authorized to execute
all documents necessary or appropriate to implement the provisions of the Combined
Transformational Brownfield Plan.
AYES:
NAYS:
RESOLUTION DECLARED APPROVED.
Ann Marie Meisch, City Clerk
Ken Johnson, Mayor
Page 213 of 334
I hereby certify that the foregoing is a true and complete copy of a resolution adopted by
the City Commission of the City of Muskegon, County of Muskegon, State of Michigan, at a
regular meeting held on February 11, 2025 and that said meeting was conducted and public
notice of said meeting was given pursuant to and in full compliance with the Open Meetings Act,
being Act 267, Public Acts of Michigan, 1976, as amended, and altered under Michigan
Governor’s Executive Order 2020-75 (COVID-19) and that the minutes of said meeting were
kept and will be or have been made available as required by said Act.
Ann Marie Meisch, City Clerk
Page 214 of 334
Agenda Item Review Form
Muskegon City Commission
Commission Meeting Date: February 11, 2025 Title: Approval of Minutes
Submitted by: Ann Meisch, City Clerk Department: City Clerk
Brief Summary:
To approve minutes of the January 28th City Commission Meeting.
Detailed Summary & Background:
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Goal/Action Item:
Amount Requested: Budgeted Item:
Yes No N/A X
Fund(s) or Account(s): Budget Amendment Needed:
Yes No N/A X
Recommended Motion:
Approval of the minutes.
Approvals: Guest(s) Invited / Presenting:
Immediate Division
Head No
Information
Technology
Other Division Heads
Communication
Legal Review
Page 215 of 334
CITY OF MUSKEGON
CITY COMMISSION MEETING
January 28, 2025 @ 5:30 PM
MUSKEGON CITY COMMISSION CHAMBERS
933 TERRACE STREET, MUSKEGON, MI 49440
MINUTES
The Regular Commission Meeting of the City of Muskegon was held at City Hall,
933 Terrace Street, Muskegon, Michigan at 5:30 p.m., Tuesday, January 28,
2025. Mayor Johnson opened the meeting with a moment of silence, after
which the Commission and public recited the Pledge of Allegiance to the Flag.
ROLL CALL
Present: Mayor Ken Johnson, Vice Mayor Rebecca St. Clair, Commissioners
Katrina Kochin, Willie German, Jr., Jay Kilgo, and Rachel Gorman, Deputy City
Manager LeighAnn Mikesell, City Attorney John Schrier, and Deputy City Clerk
Linda Potter
Absent: Commissioner Destinee Keener
PUBLIC COMMENT ON AGENDA ITEMS
No public comments were received.
2025-06 CONSENT AGENDA
A. Approval of Minutes City Clerk
To approve minutes of the January 13th Commission Worksession Meeting and
the January 14th City Commission Meeting.
STAFF RECOMMENDATION: Approval of the minutes.
B. West Michigan Ironmen Lease Arena
The West Michigan Ironmen lease expired in June of 2024. Ironmen Owner and
Arena Director have been working together to solidify a new year by year lease
structure moving forward.
The West Michigan Ironmen and the Arena Director have worked together to
produce a new year-to-year lease with the Ironmen since their current lease
ended in June of 2024. The Ironmen have faced challenges with viable leagues
and the Arena has faced challenges with scheduling the Ironmen within the
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parameters of the available turf dates. USHL playoffs and various graduations
have caused implications in previous years which caused an inefficiency in
scheduling and added expense to operations. The Ironmen are in negotiations
with a league whose facilities host both USHL and ECHL hockey teams, both in
whom will face the same challenges. We are optimistic that we can start and
end the Ironmen season within the allotted turf dates accompanied by the
Risers. These times are between the months of December and April. With the
unknown of playoffs starting in April followed by graduations in May it is in our
best interest to consolidate the schedule into a 4-month schedule.
The proposed lease is financially consistent with that of the previous seasons.
Small modifications regarding the storage of the pads and food/beverage
policies have been added.
STAFF RECOMMENDATION: To approve the lease as presented for the West
Michigan Ironmen 2025 season.
C. Commission Meeting - Agenda Structure Manager's Office
The City Commission sets the agenda structure (flow of business) for each
Commission Meeting. As discussed at the January 13, 2025 Worksession, the
Commission is comfortable updating the agenda flow so that Public Hearings
are near the top of the meeting before Public Comment, a standing item for
Federal/State/County elected officials to provide updates is added, and the
second public comment is renamed "General Public Comment."
The City Commission sets the format of Commission Meeting agendas, and any
change to the format/flow requires Commission action. Staff recommend and
the Commission discussed at its January 13, 2025, Worksession about moving
Public Hearings to the top of the meeting following Awards, Honors, and
Presentations and before Comments on an Agenda Item, adding a section for
Federal/State/County updates and renaming the second public comment.
The movement of public hearings to the top of the agenda serves a few
functions:
1. Often, those who come for public hearings (either as applicants or
commentators) leave after the hearing. Moving Public Hearings up on the
agenda would accommodate allowing those individuals to leave earlier if they
so wished.
2. Those there for a public hearing are often confused when it is their time to
speak (during public comment on an agenda item or during the hearing itself).
Having the public hearing before public comment on agenda items will lessen
that confusion.
3. Often, those who are attending public hearings are paying professional
consultants to attend, and this is an economically friendly move for those
individuals.
It was also discussed and agreed that a new standing item,
Federal/State/County Updates, should be added. It is recommended that this
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Page 217 of 334
happen after public hearings and before general public comment on an
agenda item.
Lastly, the second public comment section will be renamed General Public
Comment.
STAFF RECOMMENDATION: Move to approve the updated agenda as
presented.
G. 2025 USER FEES Finance
City Departments have reviewed and updated their user fees and these have
been incorporated into the Master Fee Resolution that is for your consideration.
Please note that several fees, rec sports, and parking fees, were previously
approved by the Commission and are now just being updated in the fee
schedule.
STAFF RECOMMENDATION: Approval of the 2025 Master Fee Resolution.
Motion by Commissioner Kilgo, second by Commissioner German, to adopt the
Consent Agenda as presented minus items D, E, F, H, and I.
ROLL VOTE: Ayes: Johnson, Kilgo, German, Gorman, Kochin, and St.Clair
Nays: None
MOTION PASSES
2025-07 ITEMS REMOVED FROM THE CONSENT AGENDA
D. Amendment to the Marihuana Facilities Overlay District Planning
Request to amend Section 2331, subsection 3(a) of the zoning ordinance, to
allow The Grassy Knoll to operate between the hours of 8:00 am and 2:00 am.,
by the Grassy Knoll.
• The Planning Commission unanimously recommended for denial of the
request to amend the ordinance because the proposed language is
incomplete and it inadvertently restricts the hours of operation for all
other marihuana retailers. The applicant was not present at the Planning
Commission meeting.
• The applicant proposed an ordinance amendment in 2024 to allow for
24-hour marihuana retail sales everywhere in the Marihuana Facilities
Overlay District, but the request failed.
• The applicant is now requesting to amend the zoning ordinance to allow
only their property the ability to operate a retail store and a designated
consumption establishment from 8:00 am to 2:00 am. Currently, retailers
are allowed to operate between 8 am and 12 am. As presented, the
ordinance would restrict any hours of operation for all other marihuana
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Page 218 of 334
retailers.
• The Grassy Knoll is located at 2125 Lemuel St. The address was not
included in the proposed ordinance, rather the name was only listed.
• Please see Section 2331.3 as it currently exists, followed by the proposed
amendments within this document.
STAFF RECOMMENDATION: I move to deny the request to amend Section 2331 of
the zoning ordinance as proposed.
Motion by Commissioner German, second by Commissioner Kilgo, to deny the
request to amend Section 2331 of the zoning ordinance as proposed.
ROLL VOTE: Ayes: Kilgo, German, Gorman, Kochin, St.Clair, and Johnson
Nays: None
MOTION PASSES
E. Amendment to the zoning ordinance, replacing mentions of "single-
family residential districts" with "neighborhood residential districts."
Planning
Staff initiated request to amend the zoning ordinance to replace all instances of
“single-family residential districts” with “neighborhood residential districts.”
With the recent zoning reform amendments now in place, the ordinance must
be updated to remove references to single-family residential districts. These
references can be replaced with neighborhood residential districts.
The Planning Commission unanimously recommended for approval of the
proposed amendments.
STAFF RECOMMENDATION: I move to approve the request to amend the zoning
ordinance by replacing all instances of “single-family residential districts” with
“neighborhood residential districts" as proposed.
Motion by Commissioner German, second by Commissioner Kilgo, to approve
the request to amend the zoning ordinance by replacing all instances of
“single-family residential districts” with “neighborhood residential districts" as
proposed.
ROLL VOTE: Ayes: German, Gorman, Kochin, St.Clair, Johnson, and Kilgo
Nays: None
MOTION PASSES (REQUIRES SECOND READING)
F. Amendment to Article II of the zoning ordinance to create definitions for
duplexes and triplexes. Planning
Staff initiated request to amend Article II of the zoning ordinance to create
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definitions for duplexes and triplexes.
• Now that duplexes and triplexes are allowed in R districts, we must create
definitions for them.
• After discussion, the Planning Commission recommended changes to the
definitions.
• The Planning Commission unanimously recommended for approval of the
zoning ordinance amendment, which include their updated definitions.
• The proposed definitions are as follows:
Duplex: A building designed for occupancy by two families living independently
of each other.
Triplex: A medium-sized structure that’s designed for occupancy by three
families living independently of each other.
STAFF RECOMMENDATION: I move to approve the request to amend Article II of
the zoning ordinance to create definitions for duplexes and triplexes as
proposed.
Motion by Commissioner German, second by Commissioner Kilgo, to approve
the request to amend Article II of the zoning ordinance to create definitions for
duplexes and triplexes as proposed.
ROLL VOTE: Ayes: German, Gorman, Kochin, St.Clair, Johnson, and Kilgo
Nays: None
MOTION PASSES (REQUIRES SECOND READING)
H. Purchase of 1932 and 1967 Reynolds. Planning
Staff is requesting approval of a purchase agreement to buy 1932 Reynolds
Street and 1967 Reynolds Street, Muskegon, MI 49442 from the Muskegon
County Land Bank. This lot will be added to the City's Infill Housing Program and
city-wide Brownfield. It is proximal to several other recent builds and future
phase lots.
STAFF RECOMMENDATION: Approve the purchase agreement for 1932 and 1967
Reynolds St, Muskegon, MI 49442, for $7,000.00, and authorize the Code
Coordinator to sign.
Motion by Vice Mayor St.Clair, second by Commissioner Gorman, to approve
the purchase agreement for 1932 and 1967 Reynolds St, Muskegon, MI 49442,
for $7,000.00, and authorize the Code Coordinator to sign, with the caveat that
Section 16 (Prior Owner Purchase) is removed from the agreement.
ROLL VOTE: Ayes: Gorman, Kochin, St.Clair, Johnson, Kilgo, and German
Nays: None
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MOTION PASSES
I. Approve CRC recommendations City Clerk
Concur with Community Relations Committee recommendations for board
positions.
STAFF RECOMMENDATION: Approve CRC recommendations for board positions.
Motion by Commissioner Kochin, second by Vice Mayor St.Clair, to approve
CRC recommendations for board positions.
ROLL VOTE: Ayes: Kochin, St.Clair, Johnson, Kilgo, German, and Gorman
Nays: None
MOTION PASSES
2025-08 PUBLIC HEARINGS
A. Public Hearing Establishment of a Commercial Redevelopment District-
Lakeshore Hotel Partners, LLC, 181 Viridian Drive Economic
Development
Lakeshore Hotel Partners, LLC has formally requested the establishment of a
Commercial Redevelopment District and Certificate for 181 Viridian Drive on
December 9, 2024. This designation will enable the property owner to apply for
a Commercial Facilities Exemption Certificate, which freezes the building's
taxable value and exempts new investments from local taxes.
The proposed project involves the development of the Element Hotel by
Marriott, part of the broader Harbor 31 Redevelopment Plan. Key details of the
hotel project include:
• Size & Scope: A 5-story building featuring 132 rooms.
• Amenities: A full-service restaurant, fitness center, and indoor pool.
• Location: Situated along the Lakeshore, enhancing the area’s appeal as
a destination for visitors and residents.
• Investment: The project represents a $30 million construction effort
spanning 31 acres.
The Element Hotel is a key component of the larger Harbor 31 Redevelopment
Plan, which aims to transform the area into a vibrant, mixed-use community. In
addition to the hotel, the redevelopment plan includes:
• Senior living facilities.
• Single-family homes.
• Townhomes and apartments.
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• Office space.
The project is expected to:
• Begin construction in February 2025 and conclude in April 2026.
• Create approximately 50 permanent jobs upon completion, enhancing
the local workforce.
• Generate approximately 225 construction jobs during the development
phase.
• Revitalize underutilized property along the Lakeshore
STAFF RECOMMENDATION: I move to close the public hearing and approve the
request from Lakeshore Hotel Partners, LLC, to establish a Commercial
Redevelopment District at 181 Viridian Drive and authorize the Mayor and City
Clerk to sign the resolution.
The Public Hearing opened to hear and consider any comments from the
public. No public comments were made.
Motion by Commissioner Kilgo, second by Commissioner German, to close the
public hearing and approve the request from Lakeshore Hotel Partners, LLC, to
establish a Commercial Redevelopment District at 181 Viridian Drive and
authorize the Mayor and City Clerk to sign the resolution.
ROLL VOTE: Ayes: St.Clair, Johnson, Kilgo, German, Gorman, and Kochin
Nays: None
MOTION PASSES
B. Public Hearing Establishment of a Commercial Facilities Exemption
Certificate, Lakeshore Hotel Partners, LLC- 181 Viridian Drive Economic
Development
Lakeshore Hotel Partners, LLC has formally requested the establishment of a
Commercial Facilities Exemption Certificate for 181 Viridian Drive on December
9, 2024. This designation will enable the property owner to apply for a
Commercial Facilities Exemption Certificate, which freezes the building's taxable
value and exempts new investments from local taxes. The approval of the
certificate is contingent upon the approval of the Commercial Redevelopment
District.
The proposed project involves the development of the Element Hotel by
Marriott, part of the broader Harbor 31 Redevelopment Plan. Key details of the
hotel project include:
• Size & Scope: A 5-story building featuring 132 rooms.
• Amenities: A full-service restaurant, fitness center, and indoor pool.
• Location: Situated along the Lakeshore, enhancing the area’s appeal as
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a destination for visitors and residents.
• Investment: The project represents a $30 million construction effort
spanning 31 acres.
The Element Hotel is a key component of the larger Harbor 31 Redevelopment
Plan, which aims to transform the area into a vibrant, mixed-use community. In
addition to the hotel, the redevelopment plan includes:
• Senior living facilities.
• Single-family homes.
• Townhomes and apartments.
• Office space.
The project is expected to:
• Begin construction in February 2025 and conclude in April 2026.
• Create approximately 50 permanent jobs upon completion, enhancing
the local workforce.
• Generate approximately 225 construction jobs during the development
phase.
• Revitalize underutilized property along the Lakeshore
STAFF RECOMMENDATION: I move to close the public hearing and approve the
request from Lakeshore Hotel Partners, LLC, to establish a Commercial Facilities
Exemption Certificate at 181 Viridian Drive and authorize the Mayor and City
Clerk to sign the resolution.
The Public Hearing opened to hear and consider any comments from the
public. Mike Houseman, project developer, stated that City staff has been
great to work with.
Motion by Commissioner German, second by Vice Mayor St.Clair, to close the
public hearing and approve the request from Lakeshore Hotel Partners, LLC, to
establish a Commercial Facilities Exemption Certificate at 181 Viridian Drive for
a period of 12 years and authorize the Mayor and City Clerk to sign the
resolution.
ROLL VOTE: Ayes: Johnson, Kilgo, German, Gorman, Kochin, and St.Clair
Nays: None
MOTION PASSES
C. Neighborhood Enterprise Zone Certificate -485 Mary St (formerly 845
Ducey Ave) Economic Development
Staff is requesting the approval of a Neighborhood Enterprise Zone (NEZ)
certificate for 15 years for a new construction home at 485 Mary St (formerly 845
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Ducey Ave).
An application for a Neighborhood Enterprise Zone (NEZ) certificate has been
received from Stephen Homes and Investments for a new construction home at
485 Mary St (formerly 845 Ducey Ave). The cost of construction is approximately
$175,000. The applicant has met local and state requirements for the issuance
of the NEZ certificate.
STAFF RECOMMENDATION: I move to close the public hearing and approve the
Neighborhood Enterprise Zone District certificate at 485 Mary St (formerly 845
Ducey Ave) and authorize the City Clerk and Mayor to sign the certificate
resolution.
The Public Hearing opened to hear and consider any comments from the
public. No comments were made.
Motion by Commissioner Kilgo, second by Commissioner German, to close the
public hearing and approve the Neighborhood Enterprise Zone District
certificate for a term of 15 years at 485 Mary St (formerly 845 Ducey Ave.), and
authorize the City Clerk and Mayor to sign the certificate resolution.
ROLL VOTE: Ayes: Kilgo, German, Gorman, Kochin, St.Clair, and Johnson
Nays: None
MOTION PASSES
D. Neighborhood Enterprise Zone Certificate - 263 W Muskegon Ave.
Economic Development
Staff is requesting the approval of a Neighborhood Enterprise Zone (NEZ)
certificate for 15 years for rehabilitation of 263 W Muskegon Ave.
An application for a Neighborhood Enterprise Zone (NEZ) certificate has been
submitted by Ryan Kraai for the rehabilitation of a 3-unit residential property
located at 263 W Muskegon Ave, within the Nelson neighborhood's historic
district. The proposed rehabilitation, with an estimated cost of $40,000, includes
re-roofing and re-siding.
The application meets all local and state requirements for NEZ certification.
Additionally, the Historical District Commission (HDC) has approved all external
renovations, and their approval documentation is included in your agenda
packet. The agenda also contains the NEZ resolution and a map outlining the
NEZ boundaries for your reference.
STAFF RECOMMENDATION: I move to close the public hearing and approve the
Neighborhood Enterprise Zone District certificate at 263 W Muskegon Ave and
authorize the City Clerk and Mayor to sign the certificate and resolution.
The Public Hearing opened to hear and consider any comments from the
public. No public comments were made.
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Motion by Commissioner Kochin, second by Commissioner Kilgo, to close the
public hearing and approve the Neighborhood Enterprise Zone District
certificate for a term of 15 years at 263 W. Muskegon Ave. , and authorize the
City Clerk and Mayor to sign the certificate and resolution.
ROLL VOTE: Ayes: German, Gorman, Kochin, St.Clair, Johnson, and Kilgo
Nays: None
MOTION PASSES
ANY OTHER BUSINESS
Mayor Johnson thanked DPW, Fire and Police for their excellent work during the
challenging weather conditions. He also addressed the ICE rumors, and
thanked the Police Department and Communications and Engagement team
for putting out a post. 2025 road construct projects will be discussed February
19th at DPW from 4:00 p.m. to 6:00 p.m.
Commissioner Kochin thanked everyone that was able to attend the City
Engagement Session reference the Watershed access and Mart Dock proposal.
There will be two more events: February 4th at DPW 5:30 p.m. to 7:00 p.m. and
February 17th at Muskegon Innovation Hub from 4:00 p.m. to 5:30 p.m.
Commissioner Kilgo mentioned that we don't have a date yet for the Apple
Avenue reconstruction final public engagement, when that date comes out he
will be sharing it. Wanted constituents to know that your Commissioners are
available to talk with you.
Commissioner German received calls from Jackson Hill Village Apartment
tenants who had concerns with driveway, street, and mailbox areas not being
shoveled. He thanked the City Manager and the apartment complex
manager for resolving the issue.
PUBLIC COMMENT ON NON-AGENDA ITEMS
Public comments received.
ADJOURNMENT
The City Commission meeting adjourned at 6:47 p.m.
Respectfully Submitted,
Ann Marie Meisch, MMC City Clerk
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Agenda Item Review Form
Muskegon City Commission
Commission Meeting Date: February 11, 2025 Title: Sale of 1693 Elwood
Submitted by: Samantha Pulos, Code Department: Planning
Coordinator
Brief Summary:
Staff is seeking authorization to sell the City-owned vacant lot at 1693 Elwood to Jeffrey Vos,
Infrastructure C & E.
Detailed Summary & Background:
Jeffrey Vos, Infrastructure C & E, would like to purchase the City-owned buildable lot at 1693 Elwood
for $4,275 (75% of the True Cash Value of $5,700) plus half of the closing costs and the fee to register
the deed. There will be a single-family home, as well as an ADU constructed on the property. This is
part of a larger project involving 1693 Elwood and the adjacent lot, 1687 Elwood.
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Goal/Focus Area/Action Item Addressed:
Create an environment that effectively attracts new residents and retains existing residents by
filling existing employment gaps, attracting new and diverse businesses to the city, and
expanding access to a variety of high-quality housing options in Muskegon. Diverse housing
types.
Goal/Action Item:
2027 Goal 2: Economic Development Housing and Business - Diverse housing types
Amount Requested: Budgeted Item:
n/a Yes No N/A x
Fund(s) or Account(s): Budget Amendment Needed:
Yes No N/A x
Recommended Motion:
Authorize the Code Coordinator to complete the sale of 1693 Elwood, as described in the attached
purchase agreement, and to have the Mayor and Clerk sign both the purchase agreement and the
deed.
Approvals: Guest(s) Invited / Presenting:
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Immediate Division x
Head No
Information
Technology
Other Division Heads x
Communication
Legal Review x
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Infrastructure C&E
SITE
LOCATION MAP - NO SCALE
DALE AVEN
UE LEGEND
- EXISTING CONTOUR
PROP. 5' WIDE
CONCRETE SIDEWALK - EXISTING TREE
5.0'
- EXISTING TREE REMOVAL
10.0'
5.0' - WATER UTILITY LINE
10.0'
- TELEPHONE UTILITY LINE
CITY OF MUSKEGON, MICHIGAN
10.0'
- ELECTRIC UTILITY LINE
PROP. BLDG. - GAS UTILITY LINE
FFE 631.0
PROP. BLDG.
FFE 631.0
- STORM UTILITY LINE
PROP. SANITARY LATERALS - SANITARY UTILITY LINE
ELWOOD PLACE
- FIBER OPTIC UTILITY LINE
9.0'
9.0'
9.1'
PROP. WATER SERVICES - OVERHEAD UTILITY LINE
9.2'
5.0'
9.0'
C.O.
8.0'
C.O.
8.0'
20.0' - EX GRAVEL DRIVE
N
5.0'
ELWOOD
STREET
5.0' - EX CONCRETE
PROP. BLDG.
FFE 631.0 10.0'
5.0'
- EX BITUMINOUS
5.0'
5.0'
- PROP CONCRETE
ALLEY
PROP. SANITARY LATERALS
- PROP BITUMINOUS
PROP. BLDG.
FFE 631.0
10.0'
5.0'
5.0'
5.0'
5.0'
C.O.
C.O.
5.0'
PROP. WATER SERVICES
5.0'
PROP. BLDG.
FFE 631.0
PROP. BLDG.
FFE 631.0
GENERAL NOTES
10.0'
5.0'
OWNER: REAL PROPERTY VENTURES, LLC,
5.1'
5.6'
TH STREET, BYRON CENTER, MICHIGAN 49315
646 - 100
5.6'
ATT: MICHAEL DUNHAM, CELL: 616-293-0843;
EMAIL: MIKERPVLLC@GMAIL.COM
ENGINEER: JEFFREY L. VOS, P.E, INFRASTRUCTURE C & E, LLC
8061 BELAIRE DRIVE, JENISON, MICHIGAN 49428
OWNER: 616-304-7111; EMAIL: JEFF@THECIVILENGINEER.US
PERMANENT PARCEL: 61-24-185-109-0020-00 & 61-24-185-109-0019-00
(ALSO KNOWN AS 1687 ELWOOD STREET & 1693 ELWOOD STREET)
SITE PLAN
LEGAL DESCRIPTION: LOTS 19, 20, 21 AND 22 OF PLAT OF CASTENHOLZ
SUBDIVISION OF BLOCKS 100, 101 AND 103 TO 120, INCLUSIVE, OF THE REVISED
PLAT (OF 1903) OF THE CITY OF MUSKEGON L.5-P, P.56
EXISTING ZONING: R-3, SINGLE FAMILY HIGH DENSITY RESIDENTIAL
MINIMUM LOT SIZE: 3,000 SQUARE FEET
MINIMUM LOT WIDTH: 30 FEET
REAR SETBACK: 15 FEET
SIDE SETBACK: 5 FEET
AREA OF PARCEL: 19,888 SQ.FT. (0.456 ACRES)
ALLOWABLE NUMBER OF UNITS = (19,888 SQ.FT.) / (3,000 SQ.FT./UNIT)
= 6.63 UNITS (SAY 6 UNITS)
PARKING REQUIRED: 12 SPACES (1 PER BR)
PARKING PROVIDED: 12 SPACES
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Agenda Item Review Form
Muskegon City Commission
Commission Meeting Date: February 11, 2025 Title: Amendment to the zoning ordinance,
replacing mentions of "single-family residential
districts" with "neighborhood residential districts."
(SECOND READING)
Submitted by: Mike Franzak, Planning Director Department: Planning
Brief Summary:
Staff initiated request to amend the zoning ordinance to replace all instances of “single-family
residential districts” with “neighborhood residential districts.”
Detailed Summary & Background:
With the recent zoning reform amendments now in place, the ordinance must be updated to
remove references to single-family residential districts. These references can be replaced with
neighborhood residential districts. Please see the enclosed redline version of the proposed
amendments.
The Planning Commission unanimously recommended for approval of the proposed amendments.
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Goal/Action Item:
2027 Goal 2: Economic Development Housing and Business
Amount Requested: Budgeted Item:
N/A Yes No N/A X
Fund(s) or Account(s): Budget Amendment Needed:
N/A Yes No N/A X
Recommended Motion:
I move to approve the request to amend the zoning ordinance by replacing all instances of “single-
family residential districts” with “neighborhood residential districts" as proposed.
Approvals: Guest(s) Invited / Presenting:
Immediate Division X
Head No
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Information
Technology
Other Division Heads
Communication
Legal Review
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ARTICLE II – DEFINITIONS
Master Deed: The document recorded as part of a condominium subdivision to which are attached as
exhibits and incorporated by reference the approved bylaws for the condominium subdivision and the
condominium subdivision plan and all other documents required by law to be attached or incorporated.
Master Land Use Plan: The statement of policy by the City Planning Commission relative to the agreed upon
and officially adopted guidelines for a desirable physical pattern for future community development. The
plan consists of a series of maps, charts and written material representing in summary form the soundest
concept for community growth to occur in an orderly, attractive, economical and efficient manner creating
desirable community living conditions.
Mezzanine: A small extra floor between one floor of a building and the next floor up, or if no floor above
then the ceiling next above. The mezzanine shall not occupy more than one-third (1/3) of the floor area of
such story below it and at least one wall must be open to the adjacent living space below. In no case shall a
mezzanine expand the roofline, such as with a dormer.
Mini Storage (Warehouse) Facilities: A building or group of buildings in a controlled access or fenced area
that contains varying sizes of individual compartmentalized and controlled access stalls or lockers for the
storage of customer’s goods or wares which are not used on a daily basis.
Mobile Home: A structure, transportable in one or more sections, which is built on a chassis and designed
to be used as a dwelling with or without permanent foundation, when connected to the required utilities,
and includes the plumbing, heating, air-conditioning, and electrical systems contained in the structure. The
term mobile home shall not include pick-up campers, travel trailers, motor homes, modular homes,
recreational vehicles, converted buses, tent trailers, or other transportable structures designed for
temporary use.
Mobile Home Park: A parcel or tract of land under the control of a person upon which 3 or more mobile
homes are located on a continual, nontransient basis and which is offered to the public for that purpose
regardless of whether a charge is made therefor, together with any building, structure, enclosure, street,
equipment, or facility used or intended for use incident to the occupancy of a mobile home.
Modular (Pre-Manufactured) Housing Unit: A dwelling unit constructed solely within a factory, as a single
unit, or in various sized modules or components, which are then transported to a site where they are
assembled on a permanent foundation to form a dwelling unit, and meeting all codes and regulations
applicable to conventional single-family home construction.
Monopole: A support structure constructed of a single, self-supporting hollow metal tube securely anchored
to a foundation.
Motel: A building or group of buildings, whether detached or in connecting units, which shall provide for
overnight or resort lodging and are offered to the public for compensation, and shall cater primarily to the
public traveling by motor vehicle. The term motel shall include buildings designated as hotels, auto courts,
tourist courts, motor courts, motor hotel, and similar appellations which are designed as integrated units of
individual rooms under common ownership. A motel shall not be considered or construed to be a multiple
family dwelling.
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ARTICLE II – DEFINITIONS
18. Off-Premise Sign: A sign located on a different parcel of land or lot or premise than where the business,
product, service, event, or person or subject is being advertised.
19. On-Premise: A sign located on the parcel of land or lot advertising a business, product, service, event,
person or subject being offered on said parcel of land or lot.
20. Pennant: A small, often triangular, tapering flag used in multitudes as a device to call attention to a land
use or activity.
21. Pole Sign: An advertising structure which is supported by one or more uprights in permanent footings
with all parts of the display surface of the sign eight (8) feet or more above the grade at the base of the
sign (see Figure 2-8).
22. Portable (Temporary): A sign which is not permanently affixed to a building (wall sign), structure (pole
sign) or the ground (monument sign). Portable or temporary signs include without limitation signs
supported on wooden posts, mobile chassis, motor vehicle, banners, flags, and pennants.
23. Projecting (Braquet): A sign which is attached directly to and perpendicular with a building wall and
extends more than twelve (12) inches from the face of said wall (see Figure 2-8).
24. Residential Entranceway Sign: A permanent structure including but not limited to walls, columns and
gates, marking entrances to single-familyresidential subdivisions or multiple housing projects by name,
symbol, or otherwise.
25. Real Estate Sign: A sign advertising that the premises on which it is located is for sale, lease, or rent.
26. Roof: A sign which is erected, constructed and maintained upon or above the roof, or parapet wall of a
building which is wholly or partially supported by said building (see Figure 2-8).
27. Setback: The minimum linear distance as measured from the road right-of-way line to the nearest part
of the sign or advertising structure.
28. Sidewalk Sign: A temporary sign placed on the sidewalk or private property adjacent to the commercial
activity it advertises, that is of either an A-frame or T design and may be no larger than 10 square feet in
display area.
29. Window: A sign that is applied or attached to the exterior or interior of a window or located in such a
manner within a building that it can be seen from the exterior of the structure through a window (see
Figure 2-8).
30. Wall: A sign fastened to or painted on the wall of a building or structure in such a manner that the wall
becomes the supporting structure for, or forms the background surface of the sign and which does not
project more than twelve (12) inches from said building or structure (see Figure 2-8).
Sight Distance: The length of an unobstructed view from a particular access point to the farthest visible point
of reference on a street. Used in this ordinance as a reference for unobstructed street visibility.
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ARTICLE IV – R NEIGHBORHOOD RESIDENTIAL DISTRICTS
SECTION 402: [RESERVED]
SECTION 403: PLANNED UNIT DEVELOPMENT OPTION
Planned Unit Developments (PUDs) may be allowed by the Planning Commission under the procedural
guidelines of Section 2101. The intent of Planned Unit Developments in the single familyNeighborhood
rResidential district is to allow for flexibility in the design of housing developments, including but not limited to
condominium developments and cluster subdivisions, to allow for the preservation of open space; allow for
economies in the provision of utilities and public services; allow for limited business options that serve the
neighborhood; provide recreational opportunities; and protect important natural features from the adverse
impacts of development.
1. Determination: The Planning Commission, in reviewing and approving a proposed PUD may allow lots
within the PUD to be reduced in area and width and setbacks below the minimum normally required by
this ordinance in return for common open space where it is determined that the benefits of the cluster
approach will decrease development costs, increase recreational opportunities, or prevent the loss of
natural features. The Planning Commission, in its determination, shall consider the densities permitted
in the Zoning Ordinance and, if applicable, the land’s capability to bear the higher density.
2. Basic Requirements:
a. The net residential acreage including improvements and occupied land shall be calculated by
taking the total area of the tract and subtracting, in order, the following:
i. Portions of the parcel(s) shown to be in a floodplain.
ii. Portions of the parcel(s) which are unsuitable for development in their natural state due
to topographical, drainage or subsoil conditions such as, but not limited to; slopes greater
than 15%; organic, poorly drained soils, and wetlands.
iii. Portions of the parcel(s) covered by surface waters.
iv. Portions of the tract utilized for storm water management facilities.
b. Undevelopable areas may be used for common open and recreational areas.
c. No building shall be sited on slopes steeper than 15%, within 100 feet of any ordinary high-water
mark, wetland, or on soil classified as being very poorly drained.
3. Density determination: To determine the maximum number of dwelling units permitted on the parcel(s)
of land, the net residential acreage shall be divided by the minimum lot size required by the zoning
ordinance.
4. Open space requirement: At least 15% of the site shall be set aside as dedicated common open space.
At least one third (1/3) of the common open space shall be usable open space. The open space and
access to it shall be permanently marked and designed so individuals in the development are not forced
to trespass to reach such recreational or common open spaces.
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ARTICLE V – MHP MOBILE HOME PARK DISTRICTS
ARTICLE V – MHP MOBILE HOME PARK DISTRICTS
PREAMBLE
The MHP Mobile Home Park Districts are established primarily to provide for higher density single family
detached, residential dwelling units, and assist in meeting adopted Master Land Use Plan Residential Goals and
Objectives of providing diversified housing types in the City of Muskegon. Also, because mobile home parks are
much higher in density than an otherwise typical single-family subdivision, and because they are developed with
private street systems, thereby creating an interruption in the continuity of the local public street system, they
are otherwise not totally compatible with lower density single family subdivision. In this Ordinance, mobile
homes are intended to serve as an alternative housing type to other forms of residential development.
SECTION 500: HEIGHT REGULATIONS
In the Mobile Home Park District, no structure shall exceed a height of twenty-five (25) feet or two (2) stories.
SECTION 501: AREA REGULATIONS
The mobile home park shall be developed with sites averaging 5,500 square feet per mobile home unit. These
5,500 square feet for any one site may be reduced by 20 percent provided that the individual site shall be equal
to at least 4,400 square feet. For each square foot of land gained through the reduction of a site below 5,500
square feet, at least an equal amount of land shall be dedicated as open space, but in no case shall the open
space and distance requirements be less than that required under R 125.1946, Rule 946 and R 125.1941 and R
125.1944, Rules 941 and 944 of the Michigan Administrative Code.
SECTION 502: SETBACK
All setback requirements of public Act No. 419 of the Public Acts of 1976, as amended shall be adhered to. No
building or mobile home shall be located closer than twenty-five (25) feet from any existing or proposed local
street right-of-way, nor less than thirty-five (35) feet from any existing or proposed collector street right-of-way.
SECTION 503: LANDSCAPING
The mobile home park site shall, within the mobile home park, provide a masonry wall four feet six inches (4’
6”) in height abutting single familyNeighborhood rResidential properties districts and public rights-of-way or a
greenbelt in compliance with the following.
1. Quality: Plant and grass materials shall be of acceptable varieties and species, free of pests and diseases,
hardy in Muskegon County, and shall conform to standards of the American Association of Nurserymen
and inspections required under State Regulations.
No plant materials used to satisfy some or all planting requirements of the Ordinance shall be comprised
of nonliving materials, such as petrochemical plants. No polyethylene film shall be used under nonliving,
decorative landscape materials such as stone, wood chips, and gravel in a manner which will cause
erosion of the decorative materials.
2. Deciduous trees shall be species having an average mature crown spread of greater than fifteen (15) feet
in Muskegon County, and having trunk(s) which can be maintained with over five (5) feet of clear stem,
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ARTICLE XXIII – GENERAL PROVISIONS
iv. Creation of standing water, other than in an approved detention or retention pond.
v. Direct discharge into surface water.
b. Elevation Restrictions: Filling a parcel of land with earth or other materials to an elevation above
the established grade of adjacent developed land is prohibited without obtaining approval from
the City Engineering Department.
3. State and federal approvals: The City shall not approve any land use or issue which requires a state, or
federal permit until satisfactory evidence of such has been submitted. Examples of such permits include
(but are not limited to) critical dunes, air quality, wetlands, inland lakes dredge and fill, floodplain and
activities under the jurisdiction of state soil erosion and sedimentation regulations.
SECTION 2303: PLOT PLAN REQUIRED
A plot plan depicts a subset of the information required by this Ordinance for a site plan. A plot plan is required
for changes to lots in single family zonesNeighborhood Residential districts. Full site plans are required for
special uses, planned unit developments, multi-family, commercial and industrial development.
The Building Official shall require that all applications for residential building permits be accompanied by an
acceptable plot plan, drawn to scale, showing the following:
1. The actual shape, location, and dimensions of the lot.
2. The shape, size, and location of all buildings or other structures to be erected, altered, or moved, and of
any building or other structure already on the lot including sheds, garages, pools, satellite dishes over
twenty four inches (24”) in diameter, mechanical equipment service buildings, etc.
3. The existing and intended use of the lot and of all such structures upon it.
4. Such other information concerning the lot or adjoining lots as may be essential for determining whether
the requirements of this Ordinance are being met.
5. Adjacent drainageways or creeks.
6. Any easements, existing or vacated.
7. Gas, sewer and water lines serving the property.
8. Overhead electrical wires.
9. Access drives and parking areas.
SECTION 2304: ONE BUILDING TO A LOT
No more than one principal building may be permanently established on a lot or parcel, unless specifically
provided for elsewhere in this Ordinance as in the case of a condominium development, site planned use,
planned unit development, or multiple family development.
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ARTICLE XXIII – GENERAL PROVISIONS
placed around any sign or public street amenity other than trees. No street furniture or fencing may be
affixed to any public street amenity.
6. Outdoor amplification shall be prohibited except only to play music in compliance with Code of
Ordinances, City of Muskegon, Part II, Chapter 26, Article II, Noise, Division I, Generally, Sec. 2634, (a &
b) “Playing of radios, musical instruments, etc.”
7. The area devoted to outdoor service shall not encroach upon or extend over any public alley or right-of-
way without an encroachment agreement with the City of Muskegon.
8. A site plan shall be submitted which clearly depicts the seating area and location and style of tables and
chairs, reflecting ample aisles for pedestrian traffic, and dividers, if needed.
9. The outdoor seating area shall not obstruct visibility of on-coming pedestrians or vehicular traffic, and
must adhere to clear visions standards of the Zoning Ordinance.
10. The sale of alcoholic beverages is subject to the rules and regulations of the State of Michigan Liquor
Control Commission. An outdoor service permit may be required as part of the site plan approval.
11. All outdoor furnishings shall be completely removed from sidewalk areas December 1 through March 1
of each year.
12. The area devoted to such outdoor dining area shall be maintained in a safe, clean, and sanitary manner.
13. Roof seating shall comply with the building code, and not contain signage.
SECTION 2309: HEIGHT REGULATIONS
Permitted Exceptions: The following structural appurtenances shall be permitted to exceed the height
limitation, provided that no portion of said appurtenances shall be used for human occupancy. Any structural
exception to the height limitation shall be erected only to such height necessary to accomplish its intended
purpose.
1. Ornamental structural appurtenances such as church spires, belfries, cupolas, domes, ornamental
towers, flag poles, and monuments.
2. Appurtenances necessary to mechanical or structural functions of a building and structures, such as
chimney, smoke stacks, water tanks, wind generators and pumps, elevators, stairwell, ventilators,
bulkheads.
3. Structural appurtenances in the Single FamilyNeighborhood Residential district, that serve the occupants
of the individual residential use do not exceed seventy-five (75) feet in height as measured from the
ground level at the base of the structure.
156
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ARTICLE XXIII – GENERAL PROVISIONS
It is the intent and purpose of this section to establish design review standards and controls over housing
development in the City of Muskegon. It is recognized that there are unique design aspects inherent in the
community appearance that need to be preserved and enhanced. The adoption of these criteria will guide and
ensure that all future growth fits with the unique vernacular of the City of Muskegon’s urban setting. A positive
community image: enhances economic development opportunity; safeguards property values; curbs blight and
deterioration; and enhances public safety and welfare.
All single-family houses, duplexes, rowhouses and small multiplexes (3-6 units), other than a mobile home
located in a licensed mobile home park approved under the provisions of Article V, MHP Mobile Home Park
Districts, shall conform to the following regulations in addition to all other regulations of this Ordinance:
1. Each dwelling unit shall have a minimum living area of five hundred and fifty (550) square feet for a one
(1) bedroom dwelling. For each bedroom, an additional 100 square feet shall be provided. This shall be
measured from the outside wall of the unit as described on the site plan.
2. If a principal structure is less than 850 square feet and is to be located on a lot that is large enough to
split under the zoning regulations, it must be placed in such a fashion as to allow enough room to split
the lot and create an additional buildable lot. The lot does not actually have to be split at the time of
construction and may be done at a later date at the property owner’s discretion.
3. All buildings located in single family rNeighborhood Residential districts must comply with Section 400.2
of the zoning ordinance. Multiple family dwellings are only allowed in single-family residential districts
if the home has already been altered with prior approval to allow for multiple dwellings. One-family
dwellings may not be altered to allow for multiple dwellings, nor may new homes be built for multiple
dwellings.
4. Roof drainage in the form of a roof overhang of at least twelve inches (12”) shall be provided to direct
storm or meltwater way from the foundation, unless a gambrel roof or other design elements
necessitate an alternative roof drainage system.
5. The building shall have a minimum width across the front elevation view which is the lesser of:
a. Twenty-four (24) feet on lots that are at least forty feet wide or
b. The average width of the homes on the same street, one block in any direction.
6. A structure with a front elevation view of over 40 linear feet shall have a design offset including but not
limited to; bay windows, covered porches, or structural offsets from the principal plane of the building.
7. In the case of an attached garage, garage doors may not comprise more than fifty percent (50%) of the
width of the front elevation view.
8. In the event that a dwelling unit is a mobile home as defined herein, it shall be installed with the wheels
removed. No dwelling unit shall have any exposed towing mechanism, undercarriage or chassis.
9. The subject building shall be aesthetically compatible in design and appearance with other buildings on
the same street, one block in any direction. The review shall include but not necessarily be limited to:
roof pitch, scale, size, mass, minimum transparency, orientation to the street, and overhangs. The
168
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ARTICLE XXIII – GENERAL PROVISIONS
foregoing shall not be construed to prohibit innovative design concepts involving such matters as (but
not limited to) solar energy, view, or unique land contour.
10. The compatibility of design and appearance shall be determined in the first instance by the Zoning
Administrator upon review of the plans submitted for a particular building. The Zoning Administrator’s
decision may be appealed, to the Zoning Board of Appeals within a period of fifteen (15) days from the
receipt of notice to the official’s decision.
11. Each building shall have established vegetative ground cover no less than 12 months after occupancy.
Approval shall be given by zoning staff of the Planning Department as part of the initial residential site
plan review. A minimum of one shade tree, two and one-half inches (2.5”) in diameter, four feet (4’)
from the ground or one six foot (6’) evergreen tree shall be provided. Existing landscaping may be
accepted in lieu of this requirement.
12. Each building shall have a garage or a shed providing a minimum of sixty-four (64) square feet of storage.
All dwelling units within large multiplexes (6 units and above), mixed-use buildings and accessory dwelling units
shall conform to the following regulations in addition to all other regulations of this Ordinance:
1. Each dwelling unit shall have a minimum size (excluding all basement area) of 375 square feet. For each
bedroom, an additional 100 square feet shall be provided. This shall be measured from the outside wall
of the unit as described on the site plan.
2. All buildings located in single family rNeighborhood Residential districts must comply with Section 400.2
of the zoning ordinance. Multiple family dwellings are only allowed in single-family residential districts
if the home has already been altered with prior approval to allow for multiple dwellings. One-family
dwellings may not be altered to allow for multiple dwellings, nor may new homes be built for multiple
dwellings.
3. Roof drainage in the form of a roof overhang of at least twelve inches (12”) shall be provided to direct
storm or meltwater way from the foundation, unless a gambrel roof or other design elements
necessitate an alternative roof drainage system.
4. In the case of an attached garage, garage doors may not comprise more than fifty percent (50%) of the
width of the front elevation view.
5. The subject building shall be aesthetically compatible in design and appearance with other buildings on
the same street, one block in any direction. The review shall include but not necessarily be limited to:
roof pitch, scale, size, mass, minimum transparency, orientation to the street, and overhangs. The
foregoing shall not be construed to prohibit innovative design concepts involving such matters as (but
not limited to) solar energy, view, or unique land contour.
6. Each building shall have an established vegetative ground cover no less than 12 months after occupancy.
A minimum of one shade tree, two and one-half inches (2.5”) in diameter, four feet (4’) from the ground
or one six foot (6’) evergreen tree shall be provided. Existing landscaping may be accepted in lieu of this
requirement.
7. Each building shall have a garage or a shed providing a minimum of sixty-four (64) square feet of storage.
169
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ARTICLE XXIII – GENERAL PROVISIONS
d. For the purpose of the determination of applicable flood insurance risk premium rate, the Zoning
Administrator shall:
i. Obtain the elevation (in relation to mean sea level) of the lowest habitable floor (including
basement) of all new or substantially improved structures, and determine whether or not
such structures contain a basement.
ii. Obtain from a Registered Professional Engineer or Architect, certification that the flood-
proofing methods are adequate to withstand the flood depths, pressures, velocities,
impact and uplift forces and other factors associated with the base flood so that the
structure is watertight to the base flood level.
iii. Maintain a record of all such information.
7. Where interpretation is needed as to the exact location of the boundaries of the areas of special flood
hazards (for example, where there appears to be a conflict between a mapped boundary and actual field
conditions) the Zoning Administrator shall make the necessary interpretation. The person contesting the
location of the boundary shall be given reasonable opportunity to appeal the interpretation as provided
in this Ordinance.
No new construction, substantial improvements or other development (including fill) shall be permitted
within the zones A1-30 of the City’s Flood Insurance Rate Map (FIRM), unless it is demonstrated to the
City Commission and/or Zoning Administrator that the cumulative effect of the proposed development
will not increase the water surface elevation of the base flood more than one (1) foot at any point within
the City.
SECTION 2324: TEMPORARY BUILDINGS, STRUCTURES AND USES
Temporary uses, buildings and structures, not used for dwelling purposes, may be placed on a lot or parcel and
occupied only under the following conditions as authorized by the Zoning Administrator.
1. Only the following temporary uses, buildings or structure are permitted:
a. Fire Damage: A temporary building or structure may be constructed during renovation of a
permanent building damaged by fire. The temporary building or structure shall be removed
within fifteen (15) days after the repair of fire damage is complete. Permits issued under this
section shall be for a one hundred and eighty (180) day duration.
b. New Construction: Temporary buildings and structures incidental to construction work, except
those related to construction of single-family dwellingsin Neighborhood Residential districts, may
be placed on the developing tract or parcel during construction. No cooking accommodations
shall be maintained. Said temporary buildings shall be removed within fifteen (15) days after
construction is complete. The structure shall not be allowed more than twelve (12) months,
unless expressly authorized after petition to the Zoning Administrator.
c. Erosion Control: Temporary fencing used for erosion control, silt screening and other
conventional types of temporary erosion structures may only be used for the purpose of
temporarily controlling the unwanted movement of top soil or sand on a parcel of land. These
178
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ARTICLE XXIII – GENERAL PROVISIONS
c. The owner of property that is required to be landscaped by this Ordinance shall maintain such
landscaping in a reasonably healthy condition, free from refuse and debris. All unhealthy and
dead material shall be replaced.
7. Screening Between Land Uses:
a. Upon any improvement for which a site plan is required, screening shall be constructed at least
four (4) feet and up to six (6) feet in height may be required along all adjoining boundaries with
residentially zoned or used property. A landscape buffer with berming, or landscaping with a
fence or a solid wall may be used to meet screening requirements.
b. Where there is a need to provide a greater noise or dust barrier or to screen more intense
development, a solid wall may be required. Such wall shall be constructed on both sides with
stone, face brick, poured-in-place simulated face brick, or precast brick panels having simulated
face brick.
8. Parking Lot Landscaping: Parking lots exceeding 5,000 square feet (including all parking spaces, lanes,
drives and other areas devoted to vehicular use) shall be landscaped with at least one (1) landscape
island. For each additional 5,000 square feet (or each additional 20 spaces, whichever is greater) an
additional landscape island shall be required. Landscape islands shall be at least 180 square feet in size,
with a minimum width of three (3) feet. Landscape islands shall be landscaped with one (1) shade canopy
tree and three (3) shrubs for every eight (8) parking spaces. Canopy trees shall be a minimum of twelve
(12) feet in height with a minimum caliper of 2 inches at four and one-half (4 ½) feet above the ground.
The Zoning Administrator may allow the substitution of bump-outs or other landscaping elements in lieu
of landscape islands, as long as the square footage, width, and landscaping requirements are still met.
9. Loading Area Screening: All loading areas shall be fenced and screened whenever abutting a residential
use or district.
10. Mechanical Equipment Screening: (this subsection does not apply to single-family residential
usesbuildings containing six or fewer dwelling units, or to any use in an industrial land use category
unless it abuts a residential area.) When located outside of a building, support equipment including air
conditioning and heating devices, and water and gas meters, but not including plumbing or exhaust vents
or chimneys, are to be screened to the height of the particular piece of equipment, as follows:
a. Roof-Mounted Equipment: To be screened by architectural features from the view of abutting
streets and parcels.
b. Equipment at Grade: When located on the ground adjacent to a building, mechanical equipment
is to be screened by landscaping, a solid wall or fencing from the view of the street or surrounding
properties.
11. Outdoor Storage Screening: Outdoor open storage of any equipment, vehicles and materials, including
waste and waste receptacles, shall be screened from public right-of-way and residential uses or districts.
Such storage shall not be located in the required front setback. Commercial and industrial uses do not
have to screen from one another. Front yard fencing over 4 feet in height in commercial and industrial
209
Page 248 of 334
CITY OF MUSKEGON
MUSKEGON COUNTY, MICHIGAN
ORDINANCE NO._____
An ordinance to amend the zoning ordinance to replace all instances of “single-family residential districts”
with “neighborhood residential districts.”
THE CITY COMMISSION OF THE CITY OF MUSKEGON HEREBY ORDAINS:
The zoning ordinance is amended to replace all instances of “single-family residential districts” with
“neighborhood residential districts.”
This ordinance adopted:
Ayes:______________________________________________________________
Nayes:_____________________________________________________________
Adoption Date:
Effective Date:
First Reading:
Second Reading:
CITY OF MUSKEGON
By: _________________________________
Ann Meisch, MMC, City Clerk
Page 249 of 334
CERTIFICATE
The undersigned, being the duly qualified clerk of the City of Muskegon, Muskegon County,
Michigan, does hereby certify that the foregoing is a true and complete copy of an ordinance
adopted by the City Commission of the City of Muskegon, at a regular meeting of the City
Commission on the 28th day of January 2025, at which meeting a quorum was present and
remained throughout, and that the original of said ordinance is on file in the records of the City
of Muskegon. I further certify that the meeting was conducted and public notice was given
pursuant to and in full compliance with the Michigan Zoning Enabling Act, Public Acts of
Michigan No. 33 of 2006, and that minutes were kept and will be or have been made available as
required thereby.
DATED: ___________________, 2025. __________________________________________
Ann Meisch, MMC
Clerk, City of Muskegon
Publish: Notice of Adoption to be published once within ten (10) days of final adoption.
Page 250 of 334
CITY OF MUSKEGON
NOTICE OF ADOPTION
Please take notice that on January 28, 2025, the City Commission of the City of Muskegon adopted an
ordinance to replace all instances of “single-family residential districts” with “neighborhood residential
districts.”
Copies of the ordinance may be viewed and purchased at reasonable cost at the Office of the City Clerk
in the City Hall, 933 Terrace Street, Muskegon, Michigan, during regular business hours.
This ordinance amendment is effective ten days from the date of this publication.
Published ____________________, 2025. CITY OF MUSKEGON
By _________________________________
Ann Meisch, MMC
City Clerk
---------------------------------------------------------------------------------------------------------------------
PUBLISH ONCE WITHIN TEN (10) DAYS OF FINAL PASSAGE.
Account No. 101-80400-5354
Page 251 of 334
Agenda Item Review Form
Muskegon City Commission
Commission Meeting Date: February 11, 2025 Title: Amendment to Article II of the zoning
ordinance to create definitions for duplexes and
triplexes. (SECOND READING)
Submitted by: Mike Franzak, Planning Director Department: Planning
Brief Summary:
Staff initiated request to amend Article II of the zoning ordinance to create definitions for duplexes
and triplexes.
Detailed Summary & Background:
• Now that duplexes and triplexes are allowed in R districts, we must create definitions for them.
• After discussion, the Planning Commission recommended changes to the definitions.
• The Planning Commission unanimously recommended for approval of the zoning ordinance
amendment, which include their updated definitions.
• The proposed definitions are as follows:
Duplex: A building designed for occupancy by two families living independently of each other.
Triplex: A medium-sized structure that’s designed for occupancy by three families living
independently of each other.
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Goal/Action Item:
2027 Goal 2: Economic Development Housing and Business
Amount Requested: Budgeted Item:
N/A Yes No N/A X
Fund(s) or Account(s): Budget Amendment Needed:
N/A Yes No N/A X
Recommended Motion:
I move to approve the request to amend Article II of the zoning ordinance to create definitions for
duplexes and triplexes as proposed.
Page 252 of 334
Approvals: Guest(s) Invited / Presenting:
Immediate Division X
Head No
Information
Technology
Other Division Heads
Communication
Legal Review
Page 253 of 334
CITY OF MUSKEGON
MUSKEGON COUNTY, MICHIGAN
ORDINANCE NO._____
An ordinance to amend Article II of the zoning ordinance to create definitions for duplexes and triplexes.
THE CITY COMMISSION OF THE CITY OF MUSKEGON HEREBY ORDAINS:
Article II of the zoning ordinance is amended as follows:
Duplex: A building designed for occupancy by two families living independently of each other.
Triplex: A medium-sized structure that’s designed for occupancy by three families living independently of
each other.
This ordinance adopted:
Ayes:______________________________________________________________
Nayes:_____________________________________________________________
Adoption Date:
Effective Date:
First Reading:
Second Reading:
CITY OF MUSKEGON
By: _________________________________
Ann Meisch, MMC, City Clerk
Page 254 of 334
CERTIFICATE
The undersigned, being the duly qualified clerk of the City of Muskegon, Muskegon County,
Michigan, does hereby certify that the foregoing is a true and complete copy of an ordinance
adopted by the City Commission of the City of Muskegon, at a regular meeting of the City
Commission on the 28th day of January 2025, at which meeting a quorum was present and
remained throughout, and that the original of said ordinance is on file in the records of the City
of Muskegon. I further certify that the meeting was conducted and public notice was given
pursuant to and in full compliance with the Michigan Zoning Enabling Act, Public Acts of
Michigan No. 33 of 2006, and that minutes were kept and will be or have been made available as
required thereby.
DATED: ___________________, 2025. __________________________________________
Ann Meisch, MMC
Clerk, City of Muskegon
Publish: Notice of Adoption to be published once within ten (10) days of final adoption.
Page 255 of 334
CITY OF MUSKEGON
NOTICE OF ADOPTION
Please take notice that on January 28, 2025, the City Commission of the City of Muskegon adopted an
ordinance to amend Article II of the zoning ordinance to create definitions for duplexes and triplexes
Copies of the ordinance may be viewed and purchased at reasonable cost at the Office of the City Clerk
in the City Hall, 933 Terrace Street, Muskegon, Michigan, during regular business hours.
This ordinance amendment is effective ten days from the date of this publication.
Published ____________________, 2025. CITY OF MUSKEGON
By _________________________________
Ann Meisch, MMC
City Clerk
---------------------------------------------------------------------------------------------------------------------
PUBLISH ONCE WITHIN TEN (10) DAYS OF FINAL PASSAGE.
Account No. 101-80400-5354
Page 256 of 334
Agenda Item Review Form
Muskegon City Commission
Commission Meeting Date: February 11, 2025 Title: Sale of 254 Meeking.
Submitted by: Samantha Pulos, Code Department: Planning
Coordinator
Brief Summary:
Staff is seeking authorization to sell the City-owned vacant lot at 254 Meeking to Green Rabbit Home
Builders.
Detailed Summary & Background:
Green Rabbit Home Builders would like to purchase the City-owned buildable lots at 254 Meeking for
$5,250 (75% of the True Cash Value of $7,000) plus half of the closing costs and the fee to register the
deed. They will be constructing a single-family home on the property.
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Goal/Focus Area/Action Item Addressed:
Create an environment that effectively attracts new residents and retains existing residents by
filling existing employment gaps, attracting new and diverse businesses to the city, and
expanding access to a variety of high-quality housing options in Muskegon. Diverse housing
types.
Goal/Action Item:
2027 Goal 2: Economic Development Housing and Business
Amount Requested: Budgeted Item:
n/a Yes No N/A x
Fund(s) or Account(s): Budget Amendment Needed:
n/a Yes No N/A x
Recommended Motion:
To authorize the Code Coordinator to complete the sale of 254 Meeking, as described in the
attached purchase agreement, and to have the Mayor and Clerk sign both the purchase
agreement and the deed.
Approvals: Guest(s) Invited / Presenting:
Page 257 of 334
Immediate Division x No
Head
Information
Technology
Other Division Heads x
Communication
Legal Review
Page 258 of 334
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Page 266 of 334
Agenda Item Review Form
Muskegon City Commission
Commission Meeting Date: February 11, 2025 Title: Filtration Control System Upgrades
Submitted by: Joshua Parmer, Water Filtration Department: Public Works
Brief Summary:
Staff is requesting to enter into a professional services agreement with Tetra Tech Inc., purchase new
hardware, and enter into a 3-year software licensing agreement with Q-Mation for control system
upgrades at the Water Filtration Plant.
Detailed Summary & Background:
The Water Filtration Plant uses a computer-based system known as SCADA to monitor and control the drinking
water treatment process. The hardware and software that makes up the water plant’s SCADA system were last
updated in 2018, and updates are now required to replace its aging hardware and out-of-date software, both of
which will soon no longer be supported by their manufacturers.
This project will replace all the computing hardware (servers, network switches, terminals) and software (AVEVA
and Microsoft Windows) with the most recent versions available, ensuring the reliability and security of the water
system by utilizing hardware and software that their respective manufacturers fully support.
Our last control system upgrade in 2018 was completed with the help of Tetra Tech’s services. Tetra Tech designed
the original plant control system in the early 90s, and we are grateful to able to continue working with the
engineers involved with the original design and all subsequent upgrades. Currently, we have a contract with Tetra
Tech for as needed services to make minor changes and improvements to our plant control system as well as for
troubleshooting and repair. Given the criticality of these systems and the integral nature of how the upgrades and
existing system work together, staff solicited a proposal from Tetra Tech for this work and reccomends them via an
exception to the purchasing policy.
Q-Mation is the licensed distributor of AVEVA (formerly known as Wonderware), which is our current control
system. AVEVA has been our control system from the first integration of a SCADA system for the Filtration Plant and
continues to be a reliable system. It is also much cheaper to maintain the current control system than to bring in a
new system and have to rebuild the entire system. Q-Mation provided a quote for a 3-year licensing agreement with
initial year 1 costing $20,002 and a year-over-year increase of 5% for a total of $63,086 for the 3-years.
Q-Mation 3-Year Costs
Year 1 $20,002
Year 2 $21,012
Year 3 $22,072
Total project cost
Tetra Tech Inc. $79,000
Q-Mation (AVEVA) $20,002
Year 1
Hardware/Microsoft $68,000
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Window
Total $167,002
This project is included as part of the water plant capital budget.
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Goal/Action Item:
2027 Goal 4: Financial Infrastructure
Amount Requested: Budgeted Item:
$167,002 Yes X No N/A
Fund(s) or Account(s): Budget Amendment Needed:
591-901-801-092034 Yes No X N/A
Recommended Motion:
Authorize staff to enter into a professional services agreement with Tetra Tech Inc, to purchase new
necessary computer hardware from various suppliers, and to purchase software licensing from Q-
Mation for control system upgrades at the Water Filtration Plant for $167,002.
Approvals: Guest(s) Invited / Presenting:
Immediate Division X
Head No
Information X
Technology
Other Division Heads
Communication
Legal Review
Page 268 of 334
October 31, 2024
Transmitted Electronically
Mr. Josh Parmer
Muskegon Water Filtration Plant Superintendent
1900 Beach Street
Muskegon, MI 49441
Re: Muskegon Water Filtration Plant
Wonderware Upgrades
Dear Mr. Parmer:
Thank you for the opportunity to submit our professional services proposal to assist the City of
Muskegon in upgrading the Water Filtration Plant Wonderware Intouch software and related
computing hardware.
BACKGROUND
The current Wonderware HMI system utilizes version 2017 running on ageing computing
hardware & operating systems (OS). Both the Wonderware version and operating system is
mostly obsoleted and mainstream support by the manufactures is scheduled to end.
This project will replace all the computing hardware and software with the latest versions of
Wonderware (2023) and latest Microsoft operating systems that offer greater security and have
full support and patch updating from their manufactures.
UPGRADE PLAN
Based on our conversations the City desires to upgrade the existing Wonderware Intouch
Human Machine Interface (HMI) software and related computing hardware. Currently the
Wonderware HMI system includes a single historian, a single remote-desktop server (RDS) with
several thin-client (remote desktop) computers and a single client computer running a stand-
alone Intouch application without the use of terminal services. In addition, the current system
does not include individual login security, either at the operating system or HMI security level.
It is our understanding that you would like Tetra Tech to assist the City with upgrading the plant
Wonderware Intouch HMI software, including the computing hardware. It is our understanding
that Tetra Tech will be working closely with Muskegon IT and that Muskegon IT would procure
the requisite computing hardware and software for the Tetra Tech designed system.
Tetra Tech
1136 Oak Valley Drive, Ann Arbor, MI 48108
Tel 734.665.6000 Fax 734.665.2570 www.tetratech.com
Page 269 of 334
Tetra Tech proposes the following approach:
• Tetra Tech to develop/markup existing system architecture diagram to show the new
equipment and software.
• Tetra Tech will develop hardware and software specifications that will be procured by
the City. This includes redundant virtualized servers, thin-client hardware, and system
monitors and required system software and licensing.
• Tetra Tech to provide the number of server VM’s and resources needed for each.
• Tetra Tech will investigate and recommend the best Wonderware licensing model to
utilize. Recent changes by Wonderware to their software licensing model for individual
and bundled products offers new opportunities but also includes pro/cons with
potential increases in annual license fees versus a the more traditional lump sum up-
front license model with annual support.
• Tetra Tech will convert the existing application to the latest Intouch version and address
any scripting and screen change issues.
• Tetra Tech will add individual login security utilizing existing system domain controllers
and work with the City to assign user permissions.
o CISA cyber security requirement.
• Tetra Tech will make a site visit to the WTP to retrieve the computing hardware and
take it back to our Ann Arbor computer lab (office).
• Tetra Tech will configure the computing hardware.
• Tetra Tech will install the latest Wonderware Intouch and related software.
• Tetra Tech will provide a pre-deployment site visit to the WFP to fully verify system
configuration, setup thin clients in available office space and test system prior to final
system deployment.
• Tetra Tech will provide onsite deployment of the new system and follow-up time to
address any potential bugs.
• Tetra Tech to provide 100-hours of as needed programming assistance to address City
wish list items regarding Wonderware HMI, PLC and Reporting changes.
City Tasks:
• Procure hardware and software based on specifications developed by Tetra Tech.
o Includes Operating system (OS) and OS licensing.
o RDS licensing.
o VMWare with licensing.
o Potential modified Wonderware licensing.
• City to configure the new WFP Domain controllers and place new servers on domain.
TETRA TECH SCOPE OF WORK
DESIGN
• Develop revised HMI system architecture including a Visio drawing depicting the new
system.
2
Page 270 of 334
• Develop hardware & software specifications for new equipment to be purchased by the
City.
• Investigate and recommend changes to the Wonderware licensing model. Explore
perpetual versus subscription licensing.
HMI PROGRAMMING
• Convert the existing Wonderware application to the latest version 2023.
• Incorporate Wonderware application individual user login security utilizing the new WFP
SCADA domain controllers.
• Provide up to 100-hours of as-needed programming time to address the city’s SCADA
changes & corrections list item.
o Wonderware, PLC and Report programming as-needed.
PRE-DEPLOYMENT
• Retrieve the new computing hardware from the City (excluding the domain controllers)
and take back to our Ann Arbor computer lab (Office).
• Configure the new virtual machines and server operating systems for the new SCADA
configuration.
• Install Wonderware software applications.
• Configure Wonderware Intouch, Wonderware RDS and Historian servers.
• Conduct multi-day onsite visit at the WFP:
o Configure and setup thin-client computers.
o Finalize server configuration.
o Test system functionality.
ONSITE STARTUP
• Officially deploy new system hardware and software onsite at the Muskegon WFP
during a multi-day startup.
• Provide one follow-up visit or provide 8 hours of remote support (VPN) time to resolve
issues after system commissioning.
ASSUMPTIONS
Tetra Tech assumes the following:
• All Wonderware software licenses provided by City of Muskegon.
• All computer hardware provided by City of Muskegon.
• Mounting/installation of server hardware by City of Muskegon/Tetra Tech.
• Assistance from City of Muskegon IT as needed.
COMPENSATION
Compensation for the professional services for this project will be based on time and materials
at a not to exceed fee of $79,000.00. The city will be invoiced monthly based on services
performed.
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Page 271 of 334
If you concur with our proposal, please sign in the space provided below and return one original
signed copy of this proposal to indicate your authorization to proceed. The agreement for this
project is comprised of this proposal and the attached Standard Terms and Conditions.
We look forward to working with you on this important project. If you need additional
information, please call me at (734) 417-4430.
SCHEDULE
We are prepared to begin work immediately upon receipt of your written authorization to
proceed.
Sincerely,
Mick S. Jones, P.E.
Senior Project Manager
Encl.: Standard Terms and Conditions
Copy: Accounting (w/encl.)
PROPOSAL ACCEPTED BY
TITLE DATE
Muskegon Water Filtration Plant – Wonderware Upgrades Oct. 2024
4
Page 272 of 334
Tetra Tech of Michigan, PC
Engineering Services Standard Terms & Conditions
Services Consultant will perform services for the Project as set forth in Attachment A and Ownership of Documents Drawings, specifications, reports, programs, manuals, or
in accordance with these Terms & Conditions. Consultant has developed the Project other documents, including all documents on electronic media, prepared under this
scope of service, schedule, and compensation based on available information and Agreement are instruments of service and are, and shall remain, the property of
various assumptions. The Client acknowledges that adjustments to the schedule and Consultant. Record documents of service shall be based on the printed copy. Consultant
compensation may be necessary based on the actual circumstances encountered by will retain all common law, statutory, and other reserved rights, including the copyright
Consultant in performing their services. Consultant is authorized to proceed with services thereto. Consultant will furnish documents electronically; however, the Client releases
upon receipt of an executed Agreement. Consultant from any liability that may result from documents used in this form. Consultant
Compensation In consideration of the services performed by Consultant, the Client shall shall not be held liable for reuse of documents or modifications thereof by the Client or its
pay Consultant in the manner set forth above. The parties acknowledge that terms of representatives for any purpose other than the original intent of this Agreement, without
compensation are based on an orderly and continuous progress of the Project. written authorization of and appropriate compensation to Consultant.
Compensation shall be equitably adjusted for delays or extensions of time beyond the Standard of Care Services provided by Consultant under this Agreement will be
control of Consultant. Where total project compensation has been separately identified performed in a manner consistent with that degree of care and skill ordinarily exercised
for various tasks, Consultant may adjust the amounts allocated between tasks as the by members of the same profession currently practicing under similar circumstances.
work progresses so long as the total compensation amount for the project is not Consultant makes no warranty or guaranty, either express or implied. Consultant will not
exceeded. be liable for the cost of any omission that adds value to the Project.
Fee Definitions The following fee types shall apply to methods of payment: Period of Service This Agreement shall remain in force until completion and acceptance
Salary Cost is defined as the individual’s base salary plus customary and statutory of the services or until terminated by mutual agreement. Consultant shall perform the
benefits. Statutory benefits shall be as prescribed by law and customary benefits services for the Project in a timely manner consistent with sound professional practice.
shall be as established by Consultant employment policy. Consultant will strive to perform its services according to the Project schedule set forth in
Cost Plus is defined as the individual’s base salary plus actual overhead plus the provisions for Scope of Work/Fee/Schedule in Attachment A. The services of each
professional fee. Overhead shall include customary and statutory benefits, task shall be considered complete when deliverables for the task have been presented
administrative expense, and non-project operating costs. to the Client. Consultant shall be entitled to an extension of time and compensation
adjustment for any delay beyond Consultant control.
Lump Sum is defined as a fixed price amount for the scope of services described.
Standard Rates is defined as individual time multiplied by standard billing rates for Insurance and Liability Consultant shall maintain the following insurance and coverage
that individual. limits during the period of service. The Client will be named as an additional insured on
Subcontracted Services are defined as Project-related services provided by other the Commercial General Liability and Automobile Liability insurance policies.
parties to Consultant. Worker’s Compensation – as required by applicable state statute
Reimbursable Expenses are defined as actual expenses incurred in connection Commercial General Liability - $1,000,000 per occurrence for bodily injury, including
with the Project. death and property damage, and $2,000,000 in the aggregate
Payment Terms Consultant shall submit invoices at least once per month for services Automobile Liability –$1,000,000 combined single limit for bodily injury and property
performed and Client shall pay the full invoice amount within 30 days of the invoice date. damage
Invoices will be considered correct if not questioned in writing within 10 days of the invoice Professional Liability (E&O) - $1,000,000 each claim and in the aggregate
date. Client payment to Consultant is not contingent on arrangement of project financing The Client shall make arrangements for Builder’s Risk, Protective Liability, Pollution
or receipt of funds from a third party. In the event the Client disputes the invoice or any Prevention, and other specific insurance coverage warranted for the Project in amounts
portion thereof, the undisputed portion shall be paid to Consultant based on terms of this appropriate to the Project value and risks. Consultant shall be a named insured on those
Agreement. Invoices not in dispute and unpaid after 30 days shall accrue interest at the policies where Consultant may be at risk. The Client shall obtain the counsel of others in
rate of one and one-half percent per month (or the maximum percentage allowed by law, setting insurance limits for construction contracts.
whichever is the lesser). Invoice payment delayed beyond 60 days shall give Consultant Indemnification Consultant shall indemnify and hold harmless the Client and its
the right to stop work until payments are current. Non-payment beyond 70 days shall be employees from any liability, settlements, loss, or costs (including reasonable attorneys’
just cause for termination by Consultant. fees and costs of defense) to the extent caused solely by the negligent act, error, or
Additional Services The Client and Consultant acknowledge that additional services omission of Consultant in the performance of services under this Agreement. If such
may be necessary for the Project to address issues that may not be known at Project damage results in part by the negligence of another party, Consultant shall be liable only
initiation or that may be required to address circumstances that were not foreseen. In that to the extent of Consultant’s proportional negligence.
event, Consultant shall notify the Client of the need for additional services and the Client Dispute Resolution The Client and Consultant agree that they shall diligently pursue
shall pay for such additional services in an amount and manner as the parties may resolution of all disagreements within 45 days of either party’s written notice using a
subsequently agree. mutually acceptable form of mediated dispute resolution prior to exercising their rights
Site Access The Client shall obtain all necessary approvals for Consultant to access the under law. Consultant shall continue to perform services for the Project and the Client
Project site(s). shall pay for such services during the dispute resolution process unless the Client issues
Underground Facilities Consultant and/or its authorized subcontractor will conduct a written notice to suspend work. Causes of action between the parties to this Agreement
research and perform site reconnaissance in an effort to discover the location of existing shall be deemed to have accrued and the applicable statutes of repose and/or limitation
underground facilities prior to developing boring plans, conducting borings, or undertaking shall commence not later than the date of substantial completion.
invasive subsurface investigations. Client recognizes that accurate drawings or Suspension of Work The Client may suspend services performed by Consultant with
knowledge of the location of such facilities may not exist, or that research may reveal as- cause upon fourteen (14) days written notice. Consultant shall submit an invoice for
built drawings or other documents that may inaccurately show, or not show, the location services performed up to the effective date of the work suspension and the Client shall
of existing underground facilities. In such events, except for the sole negligence, willful pay Consultant all outstanding invoices within fourteen (14) days. If the work suspension
misconduct, or practice not conforming to the Standard of Care cited in this Agreement, exceeds thirty (30) days from the effective work suspension date, Consultant shall be
Client agrees to indemnify and hold Consultant and/or its Subcontractor harmless from entitled to renegotiate the Project schedule and the compensation terms for the Project.
any and all property damage, injury, or economic loss arising or allegedly arising from Termination The Client or Consultant may terminate services on the Project upon seven
borings or other subsurface penetrations. (7) days written notice without cause or in the event of substantial failure by the other
Regulated Wastes Client is responsible for the disposal of all regulated wastes party to fulfill its obligations of the terms hereunder. Consultant shall submit an invoice for
generated as a result of services provided under this Agreement. Consultant and Client services performed up to the effective date of termination and the Client shall pay
mutually agree that Consultant assumes no responsibility for the waste or disposal Consultant all outstanding invoices, together with all costs arising out of such termination,
thereof. within fourteen (14) days. The Client may withhold an amount for services that may be in
Contractor Selection Consultant may make recommendations concerning award of dispute provided that the Client furnishes a written notice of the basis for their dispute and
construction contracts and products. The Client acknowledges that the final selection of that the amount withheld represents a reasonable value.
construction contractors and products is the Client’s sole responsibility.
Page 1 of 2 Tt Terms & Conditions, Rev 04/01/17
Page 273 of 334
Authorized Representative The Project Manager assigned to the Project by Consultant Safety Consultant shall be responsible solely for the safety precautions or programs of
is authorized to make decisions or commitments related to the project on behalf of its employees and no other party.
Consultant. Only authorized representatives of Consultant are authorized to execute Information from Other Parties The Client and Consultant acknowledge that Consultant
contracts and/or work orders on behalf of Consultant. The Client shall designate a will rely on information furnished by other parties in performing its services under the
representative with similar authority. Email messages between Client and members of Project. Consultant shall not be liable for any damages that may be incurred by the Client
the project team shall not be construed as an actual or proposed contractual amendment in the use of third party information.
of the services, compensation or payment terms of the Agreement.
Force Majeure Consultant shall not be liable for any damages caused by any delay that
Project Requirements The Client shall confirm the objectives, requirements, constraints, is beyond Consultant’s reasonable control, including but not limited to unavoidable delays
and criteria for the Project at its inception. If the Client has established design standards, that may result from any acts of God, strikes, lockouts, wars, acts of terrorism, riots, acts
they shall be furnished to Consultant at Project inception. Consultant will review the Client of governmental authorities, extraordinary weather conditions or other natural
design standards and may recommend alternate standards considering the standard of catastrophes, or any other cause beyond the reasonable control or contemplation of
care provision. either party.
Independent Consultant Consultant is and shall be at all times during the term of this Waiver of Rights The failure of either party to enforce any provision of these terms and
Agreement an independent consultant and not an employee or agent of the Client. conditions shall not constitute a waiver of such provision nor diminish the right of either
Consultant shall retain control over the means and methods used in performing party to the remedies of such provision.
Consultant’s services and may retain subconsultants to perform certain services as
determined by Consultant. Warranty Consultant warrants that it will deliver services under the Agreement within the
standard of care. No other expressed or implied warranty is provided by Consultant.
Compliance with Laws Consultant shall perform its services consistent with sound
professional practice and endeavor to incorporate laws, regulations, codes, and Severability Any provision of these terms later held to be unenforceable shall be deemed
standards applicable at the time the work is performed. In the event that standards of void and all remaining provisions shall continue in full force and effect. In such event, the
practice change during the Project, Consultant shall be entitled to additional Client and Consultant will work in good faith to replace an invalid provision with one that
compensation where additional services are needed to conform to the standard of is valid with as close to the original meaning as possible.
practice. Survival All obligations arising prior to the termination of this Agreement and all
Permits and Approvals Consultant will assist the Client in preparing applications and provisions of these terms that allocate responsibility or liability between the Client and
supporting documents for the Client to secure permits and approvals from agencies Consultant shall survive the completion or termination of services for the Project.
having jurisdiction over the Project. The Client agrees to pay all application and review Assignments Neither party shall assign its rights, interests, or obligations under the
fees. Agreement without the express written consent of the other party.
Limitation of Liability In recognition of the relative risks and benefits of the project to Governing Law The terms of Agreement shall be governed by the laws of the state
both the Client and Consultant, the risks have been allocated such that the Client agrees, where the services are performed provided that nothing contained herein shall be
to the fullest extent permitted by law, to limit the liability of Consultant and its interpreted in such a manner as to render it unenforceable under the laws of the state in
subconsultants to the Client and to all construction contractors and subcontractors on the which the Project resides.
project for any and all claims, losses, costs, damages of any nature whatsoever or claims Collection Costs In the event that legal action is necessary to enforce the payment
expenses from any cause or causes, so that the total aggregate liability of Consultant and provisions of this Agreement if Client fails to make payment within sixty (60) days of the
its subconsultants to all those named shall not exceed $50,000 or the amount of invoice date, Consultant shall be entitled to collect from the Client any judgment or
Consultant’s total fee paid by the Client for services under this Agreement, whichever is settlement sums due, reasonable attorneys’ fees, court costs, and expenses incurred by
the greater. Such claims and causes include, but are not limited to negligence, Consultant in connection therewith and, in addition, the reasonable value of Consultant’s
professional errors or omissions, strict liability, breach of contract or warranty. time and expenses spent in connection with such collection action, computed at
Consequential Damages Notwithstanding any other provision of this Agreement, and to Consultant’s prevailing fee schedule and expense policies.
the fullest extent permitted by law, neither the Client nor Consultant, their respective Equal Employment Opportunity Consultant will comply with federal regulations
officers, directors, partners, employees, contractors or subconsultants shall be liable to pertaining to Equal Employment Opportunity. Consultant is in compliance with applicable
the other or shall make any claim for any incidental, indirect or consequential damages local, state, and federal regulations concerning minority hiring. It is Consultant’s policy to
arising out of or connected in any way to the project or to this Agreement. This mutual ensure that applicants and employees are treated equally without regard to race, creed,
waiver of consequential damages shall include, but is not limited to, loss of use, loss of sex, color, religion, veteran status, ancestry, citizenship status, national origin, marital
profit, loss of business, loss of income, loss of reputation or any other consequential status, sexual orientation, or disability. Consultant expressly assures all employees,
damages that either party may have incurred from any cause of action including applicants for employment, and the community of its continuous commitment to equal
negligence, strict liability, breach of contract and breach of strict or implied warranty. Both opportunity and fair employment practices.
the Client and Consultant shall require similar waivers of consequential damages
Attorney Fees Should there be any suit or action instituted to enforce any right granted
protecting all the entities or persons named herein in all contracts and subcontracts with
in this contract, the substantially prevailing party shall be entitled to recover its costs,
others involved in this project or with this Agreement.
disbursements, and reasonable attorney fees from the other party. The party that is
Waiver of Subrogation Consultant shall endeavor to obtain a waiver of subrogation awarded a net recovery against the other party shall be deemed the substantially
against the Client, if requested in writing by the Client, provided that Consultant will not prevailing party unless such other party has previously made a bona fide offer of payment
increase its exposure to risk and Client will pay the cost associated with any premium in settlement and the amount of recovery is the same or less than the amount offered in
increase or special fees. settlement. Reasonable attorney fees may be recovered regardless of the forum in which
Environmental Matters The Client warrants that they have disclosed all potential the dispute is heard, including an appeal.
hazardous materials that may be encountered on the Project. In the event unknown Third Party Beneficiaries Nothing in this Agreement shall create a contractual
hazardous materials are encountered, Consultant shall be entitled to additional relationship with or a cause of action in favor of a third party against either the Client or
compensation for appropriate actions to protect the health and safety of its personnel, the Consultant. The Consultant’s services under this Agreement are being performed
and for additional services required to comply with applicable laws. The Client shall solely for the Client’s benefit, and no other entity shall have any claim against the
indemnify Consultant from any claim related to hazardous materials encountered on the Consultant because of this Agreement or the performance or nonperformance of services
Project except for those events caused by negligent acts of Consultant. hereunder. The Client agrees to include a provision in all contracts with contractors and
Cost Opinions Consultant shall prepare cost opinions for the Project based on historical other entities involved in this project to carry out the intent of this paragraph.
information that represents the judgment of a qualified professional. The Client and Lien Rights Consultant may file a lien against the Client’s property in the event that the
Consultant acknowledge that actual costs may vary from the cost opinions prepared and Client does not make payment within the time prescribed in this Agreement. The Client
that Consultant offers no guarantee related to the Project cost. agrees that services by Consultant are considered property improvements and the Client
Contingency Fund The Client acknowledges the potential for changes in the work during waives the right to any legal defense to the contrary.
construction and the Client agrees to include a contingency fund in the Project budget Captions The captions herein are for convenience only and are not to be construed as
appropriate to the potential risks and uncertainties associated with the Project. Consultant part of this Agreement, nor shall the same be construed as defining or limiting in any way
may offer advice concerning the value of the contingency fund; however, Consultant shall the scope or intent of the provisions hereof.
not be liable for additional costs that the Client may incur beyond the contingency fund
they select unless such additional cost results from a negligent act, error, or omission
related to services performed by Consultant.
Page 2 of 2 Tt Terms & Conditions, Rev 04/01/17
Page 274 of 334
PROPOSAL Q-mation, Inc.
425 Caredean Drive
VALID FOR 90 DAYS Horsham, PA 19044
sales@q-mation.com
(877) 900-4996
prepared for prepared by
City of Muskegon - MI Gene Szafranski
1900 Beach St GSzafranski@Q-mation.com
Muskegon, Michigan 49441 617-959-0848 cell
(231) 724-4100 phone
sales@q-mation.com
Mick Jones (877) 900-4996 phone
mick.jones@tetratech.com
734.213.5075 phone DATE: 12.11.2024
QUOTE: QUO-60048-C6V4B2 REV: 0
REF: AVEVA Customer FIRST Conversion to Flex
Line # Description Qty Unit Price TOTAL
AVEVA Flex Credits - 3-Year Subscription - Standard Support
Customer FIRST Conversion to Flex - 1,247 Credits
City of Muskegon - Site 9890 - CFA# 25852
1 Note
• AVEVA Flex Customer FIRST Conversion for City of Muskegon - CFA# 25852.
• This proposal is for a three-year non-cancellable agreement. Contract dates: 2025 – 2028
• See Page 2 for a License List of items being migrated to AVEVA Flex Subscription for 1,247 annual Flex credits.
• In addition to the purchase of Base Flex Credit amount of 1,247 Flex Credits, City of Muskegon is able to acquire and deploy new
capabilities via additional licensing through the purchase of supplemental Flex Credits as business needs evolve. The cost to City of
Muskegon for Flex Credit Top-ups will be at $17.64 per credit for the duration of the 3 Year Contract Term.
2 Subscription 1 $20,002.00 $20,002.00
Part #: FLEXCR-01-1
AVEVA Flex Credits - 1,247 credits - Standard Support
Year 1 Contract term: 1 Year from date of purchase: 2025 -2026
3 Subscription 1 $21,012.00 $21,012.00
Part #: FLEXCR-01-1
AVEVA Flex Credits - 1,247 credits - Standard Support
Year 2 Contract term: 2026 -2027
4 Subscription 1 $22,072.00 $22,072.00
Part #: FLEXCR-01-1
AVEVA Flex Credits - 1,247 credits - Standard Support
Year 3 Contract term: 2027 -2028
VIEW TERMS ON LAST PAGE OF QUOTE GRAND TOTAL $63,086.00
Page | 1
Page 275 of 334
PROPOSAL Q-mation, Inc.
425 Caredean Drive
VALID FOR 90 DAYS Horsham, PA 19044
sales@q-mation.com
(877) 900-4996
AVEVA Flex 1,247 Flex Credits for Customer FIRST Conversion of the
following Licenses at City of Muskegon – Site 9890 - CFA# 25852
Site SW Serial # Part # Part Description
Site 9890 1893453-1 LGCY-InTch-10-C-231 UpgC, InTouch HMI 2023 R2 Wrkst 100000 Tag no I/O
Site 9890 1893454-1 LGCY-InTch-10-C-231 UpgC, InTouch HMI 2023 R2 Wrkst 100000 Tag no I/O
Site 9890 1893455-1 LGCY-InTch-10-C-231 UpgC, InTouch HMI 2023 R2 Wrkst 100000 Tag no I/O
Site 9890 440268-14 LGCY-DevStd-04-C-231 UpgC, Dev Studio 2023 R2 Unlim Unlim / Unlim / 500
Site 9890 448537-10 LGCY-InTch-06-C-231 UpgC, InTouch HMI 2023 R2 Wrkst 100K Tag with I/O
Site 9890 448539-10 LGCY-InTch-06-C-231 UpgC, InTouch HMI 2023 R2 Wrkst 100K Tag with I/O
Site 9890 448540-11 LGCY-InTch-06-C-231 UpgC, InTouch HMI 2023 R2 Wrkst 100K Tag with I/O
Site 9890 448541-10 LGCY-InTch-06-C-231 UpgC, InTouch HMI 2023 R2 Wrkst 100K Tag with I/O
Site 9890 448542-11 LGCY-InTch-06-C-231 UpgC, InTouch HMI 2023 R2 Wrkst 100K Tag with I/O
Site 9890 448543-10 LGCY-InTch-06-C-231 UpgC, InTouch HMI 2023 R2 Wrkst 100K Tag with I/O
Site 9890 605928-7 LGCY-HstClt-01-C-231 UpgC, Historian Client Desktop 2023 R2 Concurrent, Single User
Site 9890 605929-7 LGCY-HstClt-01-C-231 UpgC, Historian Client Desktop 2023 R2 Concurrent, Single User
Site 9890 608118-7 LGCY-HstClt-01-C-231 UpgC, Historian Client Desktop 2023 R2 Concurrent, Single User
Site 9890 608119-7 LGCY-HstClt-01-C-231 UpgC, Historian Client Desktop 2023 R2 Concurrent, Single User
Site 9890 752316-9 LGCY-InTch-06-C-231 UpgC, InTouch HMI 2023 R2 Wrkst 100K Tag with I/O
Site 9890 976222-4 LGCY-HstStd-02-C-231 UpgC, Historian 2023 R2 Standard, 500 Tag
Credit Memo Information Regarding current Perpetual Customer FIRST # 25852:
If order is received from December 21, 2024 to January 20, 2025, then 5 months of remaining Customer FIRST, for CFA# 25852 for City of
Muskegon - Site ID 9890, in the amount of $7,398.75 will be supplied as a separate credit memo for January 21, 2025 - June 20, 2025.
If order is received from January 21, 2025 to February 20, 2025, then 4 months of remaining Customer FIRST, for CFA# 25852 for City of
Muskegon - Site ID 9890, in the amount of $5,919.00 will be supplied as a separate credit memo for February 21, 2025 - June 20, 2025.
If order is received from February 21, 2025 to March 20, 2025, then 3 months of remaining Customer FIRST, for CFA# 25852 for City of
Muskegon - Site ID 9890, in the amount of $4,439.25 will be supplied as a separate credit memo for March 21, 2025 - June 20, 2025.
If order is received from March 21, 2025 to April 20, then 2 months of remaining Customer FIRST, for CFA# 25852 for City of Muskegon -
Site ID 9890, in the amount of $2,959.50 will be supplied as a separate credit memo for April 21, 2025 - June 20, 2025.
If order is received from April 21, 2025 to May 20, 2025, then 1 months of remaining Customer FIRST, for CFA# 25852 for City of
Muskegon - Site ID 9890, in the amount of $1,479.75 will be supplied as a separate credit memo for May 21, 2025 - June 20, 2025.
If order is received on May 21, 2025 and beyond, then 0 months of remaining Customer FIRST, for CFA# 25852 for City of Muskegon -
Site ID 9890, in the amount of $0.00 and the credit memo is hereby forfeited.
Page | 2
Page 276 of 334
PROPOSAL Q-mation, Inc.
425 Caredean Drive
VALID FOR 90 DAYS Horsham, PA 19044
sales@q-mation.com
(877) 900-4996
remittance address
Q-mation, Inc.
425 Caredean Drive
Horsham, PA 19044
to ensure timely processing of your purchase order, please note the following:
• Shipping terms: FOB Shipping Point
• Standard Payment Terms is NET 30
Please provide tax exemption document if applicable.
Failure to provide documents may require you to report and pay tax direct to your state.
Page | 3
Page 277 of 334
From: Dave Engmark
To: Helpdesk
Subject: CDW-G Quote Confirmation: Quote #PFRX209/P.O. Ref. MS QUOTE REQUEST
Date: Monday, December 9, 2024 5:41:24 PM
Attachments: PFRX209.pdf
External sender <davieng@cdwg.com>
Make sure you trust this sender before taking any actions.
Thank you for choosing CDW-G. We have received your quote. | View in browser
Hardware Software Services IT Solutions Brands Research Hub
Review and Complete Purchase
Jason Boes,
Thank you for considering CDW-G for your technology needs. The details of your quote are below.
If you are an eProcurement or single sign on customer, please log into your system to
access the CDW site. You can search for your quote to retrieve and transfer back into your
system for processing.
For all other customers, click below to convert your quote to an order.
Convert Quote to Order
Quote # Quote Date Quote Reference Customer #
PFRX209 12/9/2024 MS QUOTE REQUEST 5515496
Order Details
Item Qty CDW # Unit Price Ext. Price
MS SLD+ WIN SVR STD 6 8143183 $833.90 $5,003.40
CORE 2025 16L
Mfg. Part#: EP2-24969
Covers 16 Cores on a 2
Processor
Server. Min req 8 cores per Proc
and
16 cores per server. Allows 2
virtual Servers to run.
Electronic distribution - NO
MEDIA
Contract: Michigan Master
Computing-MiDEAL
(071B6600110)
8143183
15 8143166 $28.42 $426.30
Page 278 of 334
MS SLD+ WIN SVR CAL
2025 DCAL
Mfg. Part#: EP2-24897
Allows for a device to connect to
a
Windows Server.
Electronic distribution - NO
MEDIA
Contract: Michigan Master
Computing-MiDEAL
(071B6600110)
8143166
MS SLD+ WIN RMT DT 10 8143188 $123.18 $1,231.80
SVC 2025 UCAL
Mfg. Part#: EP2-25063
Replaced Terminal Server CALs.
Allows a device to connect to a
Remote Desktop sever. Not
Concurrent.
Electronic distribution - NO
MEDIA
Contract: Michigan Master
Computing-MiDEAL
(071B6600110)
8143188
Microsoft SQL Server 1 7300857 $701.23 $701.23
2022 Standard - license -
1 license
Mfg. Part#: 228-11680
Requires CALs and licensed per
Server
Electronic distribution - NO
MEDIA
Contract: Michigan Master
Computing-MiDEAL
(071B6600110)
7300857
Microsoft SQL Server 10 7300858 $163.93 $1,639.30
2022 Standard - license -
1 device CAL
Mfg. Part#: 359-07101
Allows for a device to connect to
a
SQL Server.
Electronic distribution - NO
MEDIA
Contract: Michigan Master
Computing-MiDEAL
(071B6600110)
7300858
Subtotal $9,002.03
Sales Tax $0.00
Grand Total $9,002.03
Page 279 of 334
Shipping Details
Shipped To:
City Of Muskegon ATTN: Jason Boes
933 Terrace St, Muskegon, MI 49440-1348
Phone: (231) 724-4126
Shipping Method ELECTRONIC DISTRIBUTION
Payment Terms VISA
Sales Contact Info
Dave Engmark | (800) 800-4239 | davieng@cdwg.com
Need Help?
My Account Support Call (800) 800-4239
Page 280 of 334
About Us | Privacy Policy | Terms and Conditions
This email was sent by . All information and offers are subject to the CDW Terms and
Conditions, and CDW policies.
CDW®, CDW•G® and PEOPLE WHO GET IT® are registered trademarks of CDW LLC. All other
trademarks and registered trademarks are the sole property of their respective owners.
This email was sent to helpdesk@shorelinecity.com. Please add cdwsales@cdwemail.com to
your address book.
© 2024
SPS-QC:001 | SPS 1 | Customer#: 5515496 | SPS34d318ee-424d-462b-b5b6-d5537a43ccf9
Page 281 of 334
WARNING: This email originated outside of the City of Muskegon email system!
DO NOT CLICK links if the sender is unknown.
NEVER provide your User ID or Password.
Page 282 of 334
Water Plant Vmware
Budgetary Proposal # 018344
Prepared for: Prepared by:
City Of Muskegon Sentinel Technologies, Inc
Jason Boes Patrick Elkins
jason.boes@shorelinecity.com pelkins@sentinel.com
Page 283 of 334
Appendix A
-
This Appendix A is governed by the Master Services Agreement by and between Sentinel Technologies, Inc., (Contractor) with
principal offices at 2550 Warrenville Road, Downers Grove, Illinois 60515, and City Of Muskegon with principal offices at 933
Terrace St Muskegon, MI 49440-1348.
VMWare
Product Description Qty Price Ext. Price
Initial Term: 12 Months | Requested Start Date: 04/02/2025 | Billing Model: Prepaid | Renewal Term: Requote
Solution Subscriptions - Unless explicitly indicated otherwise within this contract, the below term for these subscription services will automatically renew,
absent at least ninety (90) days’ notice of cancelation by Customer before the start of the renewal term. For subscription services that do not automatically renew,
Customer must provide Sentinel with at least ninety (90) days’ notice of its intention to renew the services and shall hold Sentinel harmless from any service
interruption to result from the cessation of services due to Customer’s failure to provide timely notice as stated herein.
VMware VSphere v. 8 Standard - Subscription License 64 $54.41 $3,482.24
Subtotal: $3,482.24
Confidential Information Property of Sentinel Technologies, Inc. 2
Page 284 of 334
Water Plant Vmware
Prepared by: Prepared for: Contract Information:
Sentinel Technologies, Inc City Of Muskegon Budgetary Proposal # 018344
Patrick Elkins 933 Terrace St Version: 1
pelkins@sentinel.com Muskegon, MI 49440-1348 Delivery Date: 01/13/2025
Jason Boes Expiration Date: 02/10/2025
+12317243345
jason.boes@shorelinecity.com
Quote Summary
Description Amount
VMWare $3,482.24
Total: $3,482.24
Terms and Conditions
By signing below, Customer agrees that the products and services being purchased through this contract are subject to the Sentinel
Technologies Terms and Conditions, as applicable, located at https://sentinel.com/Terms-and-Conditions unless expressly provided herein or
otherwise addressed in a separate Agreement between the parties.
Invoice Terms
Confidential Information Property of Sentinel Technologies, Inc. 3
Page 285 of 334
From: Lockmiller, Trace
To: Jason Boes
Cc: Lockmiller, Trace
Subject: Your Dell Quote 3000183393440.1 | Water Plant VM Hosts -2xR650xs | Customer 3923456 | CITY OF MUSKEGON
Date: Monday, November 18, 2024 3:04:28 PM
Your quote is ready for purchase.
Complete the purchase of your personalized quote through our secure online checkout
before the quote expires on Dec. 18, 2024.
You can download a copy of this quote during checkout.
Place your order
Quote Name: Water Plant VM Hosts Sales Rep Trace Lockmiller
-2xR650xs Phone 1(800) 456-3355, 6179749
Quote No. 3000183393440.1 Email Trace_Lockmiller@Dell.com
Total $33,123.62 Billing To ACCOUNTS PAYABLE
Customer # 3923456 CITY OF MUSKEGON
Quoted On Nov. 18, 2024 933 TERRACE ST
MUSKEGON, MI 49440
Expires by Dec. 18, 2024
Contract Name State of Michigan -
071B6600111
Contract Code C000000009850
Customer Agreement # 071B6600111
Solution ID 19769727.1
Deal ID 26989398
Message from your Sales Rep
Please use the Order button to securely place the order with your preferred payment
method online. You may contact your Dell sales team if you have any questions. Thank
you for shopping with Dell.
Regards,
Trace Lockmiller
Page 286 of 334
Product Unit Price Quantity Subtotal
PowerEdge R650xs $16,561.81 2 $33,123.62
Subtotal: $33,123.62
Shipping: $0.00
Non-Taxable Amount: $33,123.62
Taxable Amount: $0.00
Estimated Tax: $0.00
Total: $33,123.62
Shipping Group Details
Shipping To Shipping Method
JASON BOES Standard Delivery
Page 287 of 334
CITY OF MUSKEGON
933 TERRACE ST
MUSKEGON, MI 49440-1348
(231) 724-3345
Unit Price Quantity Subtotal
PowerEdge R650xs $16,561.81 2 $33,123.62
Estimated delivery if purchased today:
Dec. 06, 2024
Contract # C000000009850
Customer Agreement # 071B6600111
Description SKU Unit Price Quantity Subtotal
PowerEdge R650xs 210-AZKL - 2 -
8x2.5 Front Storage 379-BEIC - 2 -
NVMe Backplane 379-BDSX - 2 -
No Rear Storage 379-BDTE - 2 -
Trusted Platform Module 2.0 V3 461-AAIG - 2 -
2.5" Chassis with up to 8 NVMe Drives, RAID 321-BGQL - 2 -
Config
Intel Xeon Gold 6326 2.9G, 16C/32T, 11.2GT/s, 338-CBXJ - 2 -
24M Cache, Turbo, HT (185W) DDR4-3200
Intel Xeon Gold 6326 2.9G, 16C/32T, 11.2GT/s, 338-CBXJ - 2 -
24M Cache, Turbo, HT (185W) DDR4-3200
Additional Processor Selected 379-BDCO - 2 -
Heatsink for CPU greater than or equal to 185W 412-AAVQ - 2 -
Heatsink for CPU greater than or equal to 185W 412-AAVQ - 2 -
Performance Optimized 370-AAIP - 2 -
3200MT/s RDIMMs 370-AEVR - 2 -
C34, RAID 5 with NVMe and front PERC 379-BEGF - 2 -
PERC H755N Front 405-AAZE - 2 -
Front PERC Mechanical Parts, rear load 750-ACFQ - 2 -
No Hard Drive 400-ABHL - 2 -
Performance BIOS Settings 384-BBBL - 2 -
UEFI BIOS Boot Mode with GPT Partition 800-BBDM - 2 -
No Energy Star 387-BBEY - 2 -
Very High Performance Fan x7 384-BCTM - 2 -
Dual, (1+1) Redundant, Hot-Plug Power Supply, 450-AIQX - 2 -
800W MM (100-240Vac)
Riser Config 1, 1xOCP 3.0(x16)+ 1x16+ 2x8LP 330-BBSX - 2 -
PowerEdge R650xs Motherboard with Broadcom 329-BGEZ - 2 -
5720 Dual Port 1Gb On-Board LOM
Broadcom 57412 Dual Port 10GbE SFP+, OCP NIC 540-BCNT
- 2 -
Page 288 of 334
3.0
Standard Bezel 325-BCHH - 2 -
Dell EMC Luggage Tag (x8 or x10 chassis) 350-BCEN - 2 -
No Operating System 611-BBBF - 2 -
No Media Required 605-BBFN - 2 -
iDRAC9, Enterprise 15G 385-BBQV - 2 -
No Quick Sync 350-BCEM - 2 -
iDRAC,Factory Generated Password 379-BCSF - 2 -
iDRAC Service Module (ISM), NOT Installed 379-BCQX - 2 -
iDRAC Group Manager, Disabled 379-BCQY - 2 -
A11 drop-in/stab-in Combo Rails Without Cable 770-BCJI - 2 -
Management Arm (A11)
No Internal Optical Drive 429-AAIQ - 2 -
No Systems Documentation, No OpenManage DVD 631-AACK
- 2 -
Kit
PowerEdge R650xs Shipping 340-CUQU - 2 -
PowerEdge R650xs x4 or x10 or x8 NVMe Shipping 343-BBQW
- 2 -
Material
PowerEdge 1U CCC Marking, No CE Marking 389-DYLZ - 2 -
Dell/EMC label (BIS) for Chassis 389-DYMB - 2 -
Dell Hardware Limited Warranty Plus Onsite 859-8667 - 2 -
Service
ProSupport 7x24 Technical Support and Assistance 859-8693 - 2 -
5 Years
ProSupport Next Business Day Onsite Service After 859-8723 - 2 -
Problem Diagnosis 5 Years
Thank you choosing Dell ProSupport. For tech
support, visit //www.dell.com/support or call 1-800- 989-3439 - 2 -
945-3355
On-Site Installation Declined 900-9997 - 2 -
32GB RDIMM, 3200MT/s, Dual Rank 16Gb BASE 370-AGDS - 8 -
x8
1.6TB Enterprise NVMe Mixed Use AG Drive U.2 400-BKGF - 6 -
Gen4 with carrier
C13 to C14, PDU Style, 12 AMP, 6.5 Feet (2m) 492-BBDI - 4 -
Power Cord, North America
Subtotal: $33,123.62
Shipping: $0.00
Estimated Tax: $0.00
Total: $33,123.62
CONNECT WITH DELL:
Page 289 of 334
BROWSE MORE OPTIONS:
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Important Notes
Terms of Sale
This Quote will, if Customer issues a purchase order for the quoted items that is accepted by Supplier, constitute a contract
between the entity issuing this Quote (“Supplier”) and the entity to whom this Quote was issued (“Customer”). Unless
otherwise stated herein, pricing is valid for thirty days from the date of this Quote. All product, pricing and other information is
based on the latest information available and is subject to change. Supplier reserves the right to cancel this Quote and
Customer purchase orders arising from pricing errors. Taxes and/or freight charges listed on this Quote are only estimates.
The final amounts shall be stated on the relevant invoice. Additional freight charges will be applied if Customer requests
expedited shipping. Please indicate any tax exemption status on your purchase order and send your tax exemption certificate
to Tax_Department@dell.com or ARSalesTax@emc.com, as applicable.
Governing Terms: This Quote is subject to: (a) a separate written agreement between Customer or Customer’s affiliate and
Supplier or a Supplier´s affiliate to the extent that it expressly applies to the products and/or services in this Quote or, to the
extent there is no such agreement, to the applicable set of Dell’s Terms of Sale (available at www.dell.com/terms or
www.dell.com/oemterms), or for cloud/as-a-Service offerings, the applicable cloud terms of service (identified on the Offer
Specific Terms referenced below); and (b) the terms referenced herein (collectively, the “Governing Terms”). Different
Governing Terms may apply to different products and services on this Quote. The Governing Terms apply to the exclusion of
all terms and conditions incorporated in or referred to in any documentation submitted by Customer to Supplier.
Supplier Software Licenses and Services Descriptions: Customer’s use of any Supplier software is subject to the license
terms accompanying the software, or in the absence of accompanying terms, the applicable terms posted on
www.Dell.com/eula. Descriptions and terms for Supplier-branded standard services are stated at
www.dell.com/servicecontracts/global or for certain infrastructure products at www.dellemc.com/en-us/customer-
services/product-warranty-and-service-descriptions.htm.
Offer-Specific, Third Party and Program Specific Terms: Customer’s use of third-party software is subject to the license
terms that accompany the software. Certain Supplier-branded and third-party products and services listed on this Quote are
subject to additional, specific terms stated on www.dell.com/offeringspecificterms (“Offer Specific Terms”).
In case of Resale only: Should Customer procure any products or services for resale, whether on standalone basis or as part
of a solution, Customer shall include the applicable software license terms, services terms, and/or offer-specific terms in a
written agreement with the end-user and provide written evidence of doing so upon receipt of request from Supplier.
In case of Financing only: If Customer intends to enter into a financing arrangement (“Financing Agreement”) for the
products and/or services on this Quote with Dell Financial Services LLC or other funding source pre-approved by Supplier
(“FS”), Customer may issue its purchase order to Supplier or to FS. If issued to FS, Supplier will fulfill and invoice FS upon
confirmation that: (a) FS intends to enter into a Financing Agreement with Customer for this order; and (b) FS agrees to
procure these items from Supplier. Notwithstanding the Financing Agreement, Customer’s use (and Customer’s resale of and
the end-user’s use) of these items in the order is subject to the applicable governing agreement between Customer and
Supplier, except that title shall transfer from Supplier to FS instead of to Customer. If FS notifies Supplier after shipment that
Page 290 of 334
Customer is no longer pursuing a Financing Agreement for these items, or if Customer fails to enter into such Financing
Agreement within 120 days after shipment by Supplier, Customer shall promptly pay the Supplier invoice amounts directly to
Supplier.
Customer represents that this transaction does not involve: (a) use of U.S. Government funds; (b) use by or resale to the U.S.
Government; or (c) maintenance and support of the product(s) listed in this document within classified spaces. Customer
further represents that this transaction does not require Supplier’s compliance with any statute, regulation or information
technology standard applicable to a U.S. Government procurement.
For certain products shipped to end users in California, a State Environmental Fee will be applied to Customer’s invoice.
Supplier encourages customers to dispose of electronic equipment properly.
Electronically linked terms and descriptions are available in hard copy upon request.
^DELL BUSINESS CREDIT (DBC): Offered to business customers by WebBank, who determines qualifications for and terms
of credit. Taxes, shipping and other charges are extra and vary. The Total Minimum Payment Due is the greater of either $20
or 3% of the New Balance shown on the statement rounded up to the next dollar, plus all past due amounts. Dell and the Dell
logo are trademarks of Dell Inc.
Page 291 of 334
City Of Muskegon Meraki Switching for Water Plant
Budgetary Proposal # 019135
Prepared for: Prepared by:
City Of Muskegon Sentinel Technologies, Inc
Jason Boes Patrick Elkins
jason.boes@shorelinecity.com pelkins@sentinel.com
Page 292 of 334
Appendix A
-
This Appendix A is governed by the Master Services Agreement by and between Sentinel Technologies, Inc., (Contractor) with
principal offices at 2550 Warrenville Road, Downers Grove, Illinois 60515, and City Of Muskegon with principal offices at 933
Terrace St Muskegon, MI 49440-1348.
Meraki Switches
Product Description Qty Price Ext. Price
C9300L 24-port PoE, 4x10G Uplink, 715wac PS, w/MERAKI 1 $2,165.86 $2,165.86
C9300L 48-port PoE, 4x10G Uplink, 715wac PS, w/MERAKI 1 $3,183.93 $3,183.93
C9300 24x1GE SFP, 715wac PS, w/MERAKI 1 $7,522.88 $7,522.88
Subtotal: $12,872.67
5 Year Licenses
Product Description Qty Price Ext. Price
Initial Term: 60 Months | Requested Start Date: Upon Booking | Billing Model: Prepaid | Renewal Term: Requote
Solution Subscriptions - Unless explicitly indicated otherwise within this contract, the below term for these subscription services will automatically renew,
absent at least ninety (90) days’ notice of cancelation by Customer before the start of the renewal term. For subscription services that do not automatically renew,
Customer must provide Sentinel with at least ninety (90) days’ notice of its intention to renew the services and shall hold Sentinel harmless from any service
interruption to result from the cessation of services due to Customer’s failure to provide timely notice as stated herein.
Cisco Meraki Enterprise - Subscription License - 24 Port - 5 Year 2 $673.79 $1,347.58
Cisco Meraki Enterprise - Subscription License - 48 Port - 5 Year 1 $1,235.48 $1,235.48
Subtotal: $2,583.06
Confidential Information Property of Sentinel Technologies, Inc. 2
Page 293 of 334
Invoicing, General Terms and Assumptions
Hardware Invoicing
Upon Shipment
If over $100K, 50% deposit at time of order, will be invoiced in advance of shipment.
Labor Invoicing
Monthly - Progress Billing
Subscription/License Invoicing
At the beginning of the contract - In Full
By issuing a purchase order in response to this quote or contract, Customer hereby agrees to be bound by the below terms and conditions, which shall prevail in
the event of a conflict with any terms and conditions included within Customer’s purchase order.
The manufacturer/support provider has the right to inspect any products that have either never had support coverage or have not had support coverage
for an extended period to determine their eligibility for maintenance/support. Devices subject to inspection will be flagged as such and are subject to a
non-refundable inspection fee, which shall be the responsibility of Customer. Sentinel will work with the manufacturer/support provider on Customer’s
behalf until device eligibility is determined. Devices that do not pass the inspection will be ineligible for support.
For products purchased pursuant to this agreement, Contractor agrees to provide storage at no additional charge for up to 90 days. If the storage period
exceeds 90 days, Customer agrees to the following: a.) Customer will be responsible to pay a fee of 2% per month for storage of purchased products
from that point forward, b.) Customer will be invoiced and will be responsible to pay the unpaid balance for any products purchased from Contractor that
have not been paid in full and, c.) Ownership will transfer from Contractor to Customer.
For all products purchased, it is assumed that prior to order execution with Contractor, Customer has reviewed, understood, and agreed to each
manufacturer’s respective terms and conditions governing the purchase of products, including, but not limited to, applicable warranties, order
cancellation, and return policies. In the event of a return request, Sentinel may assist Customer by facilitating the request between Customer and the
manufacturer. In addition, product return requests will be subject to Sentinel’s own return policies, which may include restocking fees and/or shipping and
handling costs.
Under no circumstances will Customer have the right to withhold payment to Sentinel due to an alleged breach of any express or implied warranties with
regard to the products purchased herein. Any such claim shall be handled directly between the manufacturer and Customer. If Contractor receives any
financial relief or incentives intended for Customer as a result of a settlement between Customer and the manufacturer, Contractor agrees to pass
through the incentives or financial relief to Customer.
Regarding the resale of any products, pricing may be subject to a manufacturer price increase before the expiration date of the quote.
Total Project - Project Total Cost is based on the combined purchase of all Hardware/Software, Professional Services and Solution Maintenance from
Sentinel as detailed in the attached Bill of Materials. Unbundling or materially reducing any of these essential elements of the solution may result in
modifications to the cost of the remaining elements.
Confidential Information Property of Sentinel Technologies, Inc. 3
Page 294 of 334
Invoicing, General Terms and Assumptions
Sentinel North America Standard
The Standard applies to Sentinel owned locations, and facilities in North America. These standards are based on the Universal Declaration for Human Rights and
certain conventions of International Labor Organization. These standards may be revised from time to time by Sentinel, and notice of such modifications will be
posted in Sentinel’s client proposals.
Legal Compliance: Sentinel undertakes to adhere to all applicable laws of the countries in which it operates, including those pertaining to employee
health and safety, terms and conditions of employment and the environment.
Employee Health and Safety: Sentinel undertakes to provide a safe operating environment that meets the higher of either the applicable legal
standards or industry workplace standards.
Employment standards - Sentinel undertakes to comply with the following:
o Minimum age of workers: Sentinel will not employ workers that are younger than 14 years of age or the minimum age established by law,
whichever is greater. Sentinel will observe all legal requirements for work of employees under 18 years of age, including those pertaining to
hours of work and working conditions.
o Voluntary employment: Sentinel will not use involuntary or forced labor, indentured, bonded or otherwise. Sentinel will not participate in
human trafficking or unfair detainment.
o Wages and employment benefits: Sentinel will pay at least minimum total compensation required by applicable local law, including any and
all applicable mandated wages and overtime rates, allowances and benefits.
o Working hours: Sentinel will maintain reasonable employee work hours in compliance with applicable law.
o Non-Discrimination: Sentinel is an equal opportunity/affirmative action employer committed to a diverse and inclusive workplace. All hiring
decisions are based on nondiscriminatory factors without regard to person's race, color, religion, sex, sexual orientation, gender identity or
expression, national origin, age, marital status, genetics, disability, pregnancy, veteran status or any other basis protected by law. In addition,
Sentinel Technologies, Inc. engages in affirmative action efforts, where appropriate, to employ, train and promote qualified minorities, women,
the disabled, and veterans.
o Freedom of association: Sentinel recognizes and respects the right of its workers to exercise lawful rights of free association, including
joining or not joining any association.
o Fair treatment: Sentinel will provide a work environment free of harassment, abuse or corporal punishment in any form.
Environment: Sentinel will adhere to all applicable environmental laws of the country, region and city of operation. Sentinel will strive to surpass such
requirements so as to reduce the environmental impact of their operations. Sentinel is committed to providing a safe workplace.
Ethics: Sentinel has developed a policy and procedure establishing a Code of Business Conduct and Ethics. Sentinel strives to uphold the highest
ethical standards.
Management Systems: Sentinel has developed management systems to ensure compliance with all applicable law, regulation and any particular
contractual requirements.
Confidential Information Property of Sentinel Technologies, Inc. 4
Page 295 of 334
City Of Muskegon Meraki Switching for Water Plant
Prepared by: Prepared for: Contract Information:
Sentinel Technologies, Inc City Of Muskegon Budgetary Proposal # 019135
Patrick Elkins 933 Terrace St Version: 1
pelkins@sentinel.com Muskegon, MI 49440-1348 Delivery Date: 02/04/2025
Jason Boes Expiration Date: 03/04/2025
+12317243345
jason.boes@shorelinecity.com
Quote Summary
Description Amount
Meraki Switches $12,872.67
5 Year Licenses $2,583.06
Total: $15,455.73
Taxes, shipping, handling and other fees may apply. We reserve the right to cancel orders arising from pricing or other errors.
Terms and Conditions
By signing below, Customer agrees that the products and services being purchased through this contract are subject to the Sentinel
Technologies Terms and Conditions, as applicable, located at https://sentinel.com/Terms-and-Conditions unless expressly provided herein or
otherwise addressed in a separate Agreement between the parties.
Invoice Terms
Confidential Information Property of Sentinel Technologies, Inc. 5
Page 296 of 334
Agenda Item Review Form
Muskegon City Commission
Commission Meeting Date: February 11, 2025 Title: Muskegon Regatta
Submitted by: Jacqui Erny, Admin Department: DPW- Parks and Recreation
Brief Summary:
The Catamaran Racing Association of Michigan has applied to host the Muskegon Regatta at Pere
Marquette on July 18-20, 2025.
Detailed Summary & Background:
The Catamaran Racing Association of Michigan (CRAM) wants to bring the Muskegon Regatta back
to Pere Marquette, where it used to be held annually before moving to Fisherman's Landing due to
high water levels. CRAM enjoyed the location and hopes to return.
They plan to use the parking lot at Margaret Drake Elliott Park, near the Coast Guard Station, for
setup, parking, and camping. Approximately 20-25 catamarans with one or two racers each are
expected to sign up. Participants will arrive on Friday, July 18, between noon and 8 PM to set up. The
race will start on Saturday, July 19, at 11 AM and end by 4 PM, with boats parked overnight on the
beach. Racing on Sunday, July 20, will start at 10:30 AM, with awards at 3 PM. The boats are
launched from the beach inside the arms and the racing occurs approximately a mile from shore.
This event coincides with Rebel Road and Bike Time downtown, a time when staff usually focuses on
those events, making it difficult to support another event simultaneously. The regatta itself would not
require many additional city services. The camping portion of the event could require DPW or Police
services which staff is unlikely to be able to provide. Event participants and attendees can utilize
local places to stay during the event.
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Enhanced Parks and Recreation Department and Services, Events and activities
Goal/Action Item:
2027 Goal 1: Destination Community & Quality of Life
Amount Requested: Budgeted Item:
N/A Yes No N/A
Fund(s) or Account(s): Budget Amendment Needed:
N/A Yes No N/A
Page 297 of 334
Recommended Motion:
To approve the Catamaran Racing Association of Michigan's application for a Muskegon Regatta
event on July 18 through July 20, 2025 without camping.
Approvals: Guest(s) Invited / Presenting:
Immediate Division
Head No
Information
Technology
Other Division Heads
Communication
Legal Review
Page 298 of 334
From: admin@muskegon-mi.gov
To: Special Events; Mike Vandermolen
Subject: Special Events Application
Date: Monday, December 30, 2024 9:15:28 PM
External sender <admin@muskegon-mi.gov>
Make sure you trust this sender before taking any actions.
Event Name
Catamaran Racing Association of Michigan - Muskegon Regatta
Event Start Date
07/18/2025
How Many Days
3
Today's Date
12/31/2024
Days Away
199
Event Start Time
12:00 pm
Event End Time
04:00 pm
Event Location
Pere Marquette Beach inside the breakwater and the parking lot next to the Coast Guard station
Setup Start Date
07/18/2025
Setup Start Time
12:00 pm
Tear Down Complete by Date
07/20/2025
Tear Down Complete by Time
04:00 pm
Additional Information About Setup or Tear Down
Participants will start arriving Friday afternoon to setup their boats and accommodations. Boats will be left
on the beach. Trailers, tents, and RVs will be in or adjacent to the reserved parking lot.
Organization Name
Page 299 of 334
Catamaran Racing Association of Michigan
Type of Organization
Other
Applicant's Name / Responsible Party
James Derck
Address
946 Franklin Ave.
Grand Haven, MI 49417
Map It
Phone
(616) 566-7939
Email
commodore@cramsailing.com
Contact Name & Phone Number During Event
James Derck 616-566-7939
Will there be alcohol sold/served at the event?
No
Will there be cannabis sold at the event?
No
Will there be cannabis consumed at the event?
No
Event Site Details
CRAM formerly held this regatta using the parking lot across the street from the Deck.
Boats will be setup and kept on the beach just south of the Coast Guard station when not racing. Trailers,
RVs, and vehicles will be parked in the the parking lot next to the Coast Guard station. Addition cars will
be parked along the oval. Tents will be in the grass near the parking lot.
Number of people expected at event?
60
Is this a new/ first-time event?
No
Will there be food concessions at the event?
No
Will there be emergency medical services present?
No
Will there be pyrotechnics/fire features at the event?
Page 300 of 334
No
Will you have your own security present?
No
Number/location of trash cans/bins?
CRAM is use to camping and bring our own trash cans. Trash bags will be placed in the dumpster onsite.
Number/location/size of dumpsters?
There are existing dumpsters in the parking lot.
Number/location of portable toilet facilities provided?
We hoped to use whatever portable toilets that are usually around the area during the summer as well as
the facilities in the park.
Will there be a stage assembled on site?
No
How Many Cardboard Trash Bins?
0
Fire Hydrant Use?
0
How Many 55-gallon metal trash cans?
0
How Many Cases of Trash Bags?
0
Are you requesting any other City services or equipment? (use of water, electric, etc.)
No
Are you requesting any STREET CLOSURES
No
Name of Insurance Company/Agent
Chubb / Colleen Cavanaugh ccavanaugh@risk-strategies.com
Publish event to the online city events calendar?
No - Do Not Publish Online
Your Name
James Derck
Signature Acknowledgement
Check here to acknowledge your signature.
Date
12/30/2024
Page 301 of 334
Special Events Permit Base Fee
$100.00
Credit Card
visa
XXXXXXXXXXXX0645
Order
Product Qty Unit Price Price
Special Event Fee 1 $100.00 $100.00
Sub Total $100.00
Total $100.00
Page 302 of 334
Page 303 of 334
Agenda Item Review Form
Muskegon City Commission
Commission Meeting Date: February 11, 2025 Title: Soccer in the Sand
Submitted by: Jacqui Erny, Admin Department: DPW- Parks and Recreation
Brief Summary:
Soccer in the Sand and Inside Out's Volleyball Tournament have both applied to hold their events at
Pere Marquette on July 26-27, 2025. Per the event policy, two events cannot occur on the same date
at Pere Marquette. Soccer in the Sand is seeking an exception to be made.
Detailed Summary & Background:
Soccer in the Sand is a sand soccer tournament held annually at Pere Marquette since 2018. They
have been on the same weekend as Inside Out's Volleyball Tournament since its inception. The
natural beach traffic and these events make navigating and parking at Pere Marquette difficult the
weekend of these events.
One possible solution was to have one of the tournaments move dates. Unfortunately, neither event
was able to do so. Soccer in the Sand has a national tour of events with tournaments on the
surrounding weekends. Inside Out works with other volleyball tournaments in the area to create the
season's schedule so they cannot move their date. Inside Out has been hosting a tournament on this
date longer than Soccer in the Sand, and under the Special Event Policy, the event with the longer
tenure on the requested date is given preference.
Soccer in the Sand is working with local vendors to create a bus route for the weekend to help
address some of the traffic issues that initiated the policy change. They have been appreciative of
the opportunity and are requesting that the commission consider those efforts in hopes of keeping
their event date as an exception to the policy.
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Enhanced Parks and Recreation Department and Services, Events and activities
Goal/Action Item:
2027 Goal 1: Destination Community & Quality of Life
Amount Requested: Budgeted Item:
N/A Yes No N/A
Fund(s) or Account(s): Budget Amendment Needed:
N/A Yes No N/A
Page 304 of 334
Recommended Motion:
I move to approve the request from Soccer in the Sand to allow two events to be at Pere Marquette
on June 26-27, 2025 if transportation from alternative parking areas is provided during the event.
Approvals: Guest(s) Invited / Presenting:
Immediate Division
Head No
Information
Technology
Other Division Heads
Communication
Legal Review
Page 305 of 334
From: admin@muskegon-mi.gov
To: Special Events; Mike Vandermolen
Subject: Special Events Application
Date: Monday, January 20, 2025 10:37:16 AM
Warning: Unusual link
This message contains an unusual link, which may lead to a malicious site. Confirm the
message is safe before clicking any links.
Event Name
Soccer in the Sand - Muskegon
Event Start Date
07/26/2025
How Many Days
2
Today's Date
01/21/2025
Days Away
186
Event Start Time
09:00 am
Event End Time
04:00 pm
Event Location
Pere Marquette Beach
Setup Start Date
07/25/2025
Setup Start Time
10:00 am
Tear Down Complete by Date
07/27/2025
Tear Down Complete by Time
05:00 pm
Organization Name
Soccer in the Sand
Page 306 of 334
Type of Organization
Parties in the Park
Applicant's Name / Responsible Party
Scott Lemay
Address
3050 Partridge Drive
Wixom, MI 48393
Map It
Phone
(248) 207-9282
Email
Scott@Soccerinthesand.com
Contact Name & Phone Number During Event
Holly Lemay - 248-207-0645
Will there be alcohol sold/served at the event?
No
Will there be cannabis sold at the event?
No
Will there be cannabis consumed at the event?
No
Event Site Details
A two-day small-sided 5v5 beach soccer tournament played in the sand with goalkeepers creating lots of
shots and goals! Fun fro the whole family.
Number of people expected at event?
700
Is this a new/ first-time event?
No
Will there be food concessions at the event?
No
Will there be emergency medical services present?
No
Will there be pyrotechnics/fire features at the event?
No
Will you have your own security present?
No
Page 307 of 334
Number/location of trash cans/bins?
10
Number/location/size of dumpsters?
0
Number/location of portable toilet facilities provided?
4
Will there be a stage assembled on site?
No
How Many Cardboard Trash Bins?
0
Fire Hydrant Use?
0
How Many 55-gallon metal trash cans?
6
How Many Cases of Trash Bags?
1
Equipment Acquisition
I request that City staff deliver the above items to the event site (for an additional fee)
Are you requesting any other City services or equipment? (use of water, electric, etc.)
No
Are you requesting any STREET CLOSURES
No
Name of Insurance Company/Agent
Hanasab Insurance Services, Inc.
Publish event to the online city events calendar?
Yes - Publish Online
Event Description for Website
A two-day small-sided 5v5 beach soccer tournament played in the sand with goalkeepers creating lots of
shots and goals! Fun for the whole family.
Event website link for online calendar.
https://www.soccerinthesand.com/muskegonbeachsoccer
Your Name
Scott Lemay
Signature Acknowledgement
Page 308 of 334
Check here to acknowledge your signature.
Date
01/20/2025
Page 309 of 334
Agenda Item Review Form
Muskegon City Commission
Commission Meeting Date: February 11, 2025 Title: Shaw Walker Project Affordable Housing
Agreement
Submitted by: Jake Eckholm, Development Department: Economic Development
Services Director
Brief Summary:
As required by the Transformational Brownfield Amendment to Public Act 381, Parkland Properties,
The City of Muskegon Brownfield Redevelopment Authority, and the City of Muskegon must agree on
an Affordable Housing Agreement passed by all three parties in order for the project to move
forward.
Detailed Summary & Background:
In order for developments to qualify for Transformational Brownfield approval by the Michigan
Strategic Fund, they must also enter into an Affordable Housing Agreement to reflect that they will
meet the statutory requirement for units at or below 100% of the area's median income. The
attached agreement reflects that an average of 20 units of the total rental housing onsite must be
set aside for neighbors under 100%. Realistically, the number will likely be far higher due to the unit
makeup of the facility, with many studios and one bedrooms available at or below $1,000 monthly,
but the agreement reflects the statutory required ratio.
The agreement sets standards for reporting incomes of tenants to the City and BRA, and establishes
recourse for all entities in the event of a breach. For instance, if it is found that Parkland is in violation
of the affordability requirements on designated affordable units, they must remit to the City twice the
amount of the overage. The city has authority in the agreement to deposit the funds in the housing
fund, and/or remit the overage amount to the impacted tenant.
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Diverse housing types
Micro-commercial areas in neighborhoods
Retain youth within the city
Neighborhood commercial center development
Progress toward completion of ongoing economic development projects
Goal/Action Item:
2027 Goal 2: Economic Development Housing and Business
Amount Requested: Budgeted Item:
NA Yes No N/A X
Page 310 of 334
Fund(s) or Account(s): Budget Amendment Needed:
NA Yes No N/A X
Recommended Motion:
Motion to approve the Affordable Housing Agreement between the City of Muskegon, the
Muskegon Brownfield Redevelopment Authority, Parkland Properties of Michigan - Shaw Walker, LLC,
Shaw Walker Opportunity Zone Business 1, LLC, Shaw Walker Opportunity Zone Business 2, LLC, Shaw
Walker Opportunity Zone Business 3, LLC, and Shaw Walker Opportunity Zone Business 4, LLC, as
presented and authorize the Mayor and Clerk to sign.
Approvals: Guest(s) Invited / Presenting:
Immediate Division X
Head Yes
Information
Technology
Other Division Heads X
Communication
Legal Review X
Page 311 of 334
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Page 321 of 334
Agenda Item Review Form
Muskegon City Commission
Commission Meeting Date: February 11, 2025 Title: Shaw Walker Community Benefit Agreement
Submitted by: Jake Eckholm, Development Department: Economic Development
Services Director
Brief Summary:
This is Development Service's first negotiated Community Benefit Agreement, which is a newer
strategy in contemporary economic development to negotiate more direct benefit to non-
developer stakeholders in exchange for incentives/infrastructure improvements related to projects.
Detailed Summary & Background:
In the negotiated agreement, the City has asked for consideration from Parkland for other
community stakeholders in exchange for consideration on needed infrastructure alterations in the
public Right of Way that serve the Shaw Walker Development Project.
Specifically, the developer has asked for the city to relocate a water main that currently runs under
the project site (including under two buildings), that the city agree to repair damage done to private
property in the event an existing sanitary and storm main under the property fail, that the city realign
the curbing and pedestrian paths on Western Avenue pursuant to the approved Planned Unit
Development, that the City facilitate connection points to public water and sewer infrastructure for
the project, and share any potential costs related to relocating Consumers Energy powerlines and
poles that are directly adjacent to the Shaw Walker buildings on Western Avenue at a 75% to 25%
split with Parkland up to $200,000 by the City, at which point Parkland will cover any excess cost. Staff
views these improvements as essential to the redevelopment of the property for the proposed use
and in the public interest for life safety, future revenues to public utilities for public service delivery,
and improved pedestrian access and safety.
However, this participation represents a significant potential investment of capital into our existing
public infrastructure to facilitate the project, and so we have determined and Parkland agreed that
there should be commensurate investments in the Muskegon community to exemplify partnership
and good corporate citizenship. Specifically, the agreement calls for the developer to formalize a
workforce training agreement with Muskegon Public Schools, MCEC, or another affiliate program of
MPS to provide workforce development opportunities to MPS students. This is to be executed for a
term of not less than 5 years, and must be done prior to the City beginning any of the infrastructure
alterations in the CBA, and provided to the city upon request. Further, per the agreement the
developer shall pay for one mutually agreed upon public asset improvement in the Nims
neighborhood where the project is located. They must work with the Nims Neighborhood Association
board to determine this project and it must be done within 2 years of the effective date of the CBA.
The developer must also pay for one public asset at Hartshorn Marina Park as represented on the
attached Park Master Site Plan. This must be mutually agreed upon by the developer and the city
and installed within 2 years of the effective date of the agreement.
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Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Diverse housing types
Improved access to the waterfront
Blight cleanup
Enhanced Parks and Recreation Department and Services
Micro-commercial areas in neighborhoods
Retain youth within the city
Neighborhood commercial center development
Progress toward completion of ongoing economic development projects
Goal/Action Item:
2027 Goal 2: Economic Development Housing and Business
Amount Requested: Budgeted Item:
NA (Future costs worked into future city budgets) Yes No N/A X
Fund(s) or Account(s): Budget Amendment Needed:
Water, Sewer, Public Improvement, and Yes No N/A X
potentially Act 51 funds
Recommended Motion:
Motion to accept the Community Benefits Agreement between the City of Muskegon and Parkland
Properties of Michigan - Shaw Walker Opportunity Zone Business 1, LLC, Shaw Walker Opportunity
Zone Business 2, LLC, Shaw Walker Opportunity Zone Business 3, LLC, and Shaw Walker Opportunity
Zone Business 4, LLC, and to authorize the mayor and clerk to sign.
Approvals: Guest(s) Invited / Presenting:
Immediate Division X
Head Yes
Information
Technology
Other Division Heads X
Communication
Legal Review X
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