1501 E Kilgore_F000562CON_Asbestos & LBP Report_Final.pdf

2365 Haggerty Road South, Canton, Michigan 48188 Tel: 734.397.3100 Fax: 734.397.3131 www.MannikSmithGroup.com

PRE-RENOVATION

HAZARDOUS / REGULATED MATERIAL REPORT

1501 E Kilgore Rd Kalamazoo, Michigan 49001

CS No. N/A Program No. F000562 CON Activity 7890

Prepared for

Amanda L. Smith Michigan Department of Transportation

Environmental Services Section 241 W Ottawa Street

Lansing, MI

Prepared by The Mannik & Smith Group, Inc.

2365 South Haggerty Road Canton, MI 48188

REPORT DATE

October 20, 2023

2365 Haggerty Road South, Canton, Michigan 48188 Tel: 734.397.3100 Fax: 734.397.3131 www.MannikSmithGroup.com

Survey and Inspection Details Project Number: MDOT134W Date(s) of Survey/Inspection: 09/15/2023 Inspector(s) Name(s): Andrew Hildebrandt Inspector(s) Accreditation #: A45296 Inspector(s) Email(s): AHildebrandt@manniksmithgroup.com Inspector(s) Phone #: (734)-397-3100

Inspector(s) Signature(s):

Reviewer(s) Name(s): Ryan Montri Reviewer(s) Accreditation #: A41444 Reviewer(s) Email(s): rmontri@manniksmithgroup.com Reviewer(s) Phone #: (734)-397-3100

Reviewer(s) Signature(s):

ASBESTOS CONTAINING MATERIALS

Sample ID Material Description Presumed Material Classification Location (FS / EA) Estimated

Quantity No Asbestos Detected

Lead-Based Paint

Sample ID Sample Description Sample Location Result Lead (% by weight)

PC-1 Beige Wall FS-1 0.0112 PC-2 Red Pump FS-1 3.14 PC-3 Grey Tank FS-1 1.83

Michigan Department of Transportation 1501 E Kilgore Rd, Kalamazoo, Michigan 49001

Photographs taken by: Andrew Hildebrandt on 09/15/2023

Property Photos

2365 Haggerty Road South, Canton, Michigan 48188 Tel: 734.397.3100 Fax: 734.397.3131 www.MannikSmithGroup.com

EA-1: Front of Building EA-2: Left Side of Building

EA-3: Back of Building EA-4: Right Side of Building

EA-5: Building Roof

Suspect ACM Materials

2365 Haggerty Road South, Canton, Michigan 48188 Tel: 734.397.3100 Fax: 734.397.3131 www.MannikSmithGroup.com

AS 1-1

Independent Concrete Pad

AS 2-1

Fiberglass Insulation

AS 3-1

Fiberglass Pipe Wrap

AS 4-1

Ceiling Panel 2x4

AS 5-1

Plaster Ceiling

AS 6-1

Exterior Concrete Pad

Lead-Based Paint Containing Materials

2365 Haggerty Road South, Canton, Michigan 48188 Tel: 734.397.3100 Fax: 734.397.3131 www.MannikSmithGroup.com

C-1 Beige Wall

PC-2

Red Pump

PC-3

Grey Tank

ELEVATOR

SHOP

ELEVATOR

ELEVATOR

MSP

MACHINE

STORAGE

SHOP

STORAGE

WOMEN'S

TOILET

MEN'S

TOILET

JANITOR'S

CLOSET

MECHANICAL

ROOM

PLAN

STORAGE

STORAGE

BREAK

ROOM

CONFERENCE

ROOM

VENDING

BREAK

ROOM

STAIR

VESTIBULE

VESTIBULE

CORRIDOR

CORRIDOR

TRAINING

ROOM

OPEN

OFFICES

OFFICE

OFFICE

OFFICE

OFFICE

OPEN

OFFICES

X-CUH-4

X-CUH-2

X-CUH-6

X-CUH-1

X-CUH-7

X-CUH-3

X-AHU-4 X-AHU-3

X-CUH-10

X-AHU-1

X-AHU-2

X-B

X-UH-5

X-CHILLER X-CHILLER

X-XT

X-P

X-AS

X-P

X-XT

X-AS

X-COOLING TOWER

X-CHILLER WATER

STORAGE TANK (BURIED)

X-P

X-FTX-FTX-FTX-FTX-FTX-FT

X-HS

X-HR

X-HS

X-

HS

X-

HR

X-

HS

X-

HR

X-

HS

X-

HR

X-

HS X-

HR

X-HS

X-HR

X-

HS

X-

HRX-

HS

X-

HR

X-HS

X-HR

X-HS

X-HR

X-

HS

X-

HR

X-

HS

X-

HR

X-HS

X-

HS

X-

HR

X-HS

X-HR

X-HS

X-HR

X-HS

X-HR

X-

HR

X-

HR

X-HR

X-

HS

X-

HS

X-

HS

X-HS

X-HR

X-

HS

X-

HS

X-

HS

X-

HS

X-

HR

X-

HR

X-

HR

X-

HR X-

HS

X-

HR

X-HS

X-HR

X-HR

X-3/4" HR UP X-3/4" HR UP X-3/4" HR UP X-3/4" HR UP X-3/4" HR UPX-3/4" HS UPX-3/4" HS UP

X-3/4" HS UP X-3/4" HS UPX-3/4" HS UP

X-3/4"

X-1-1/4" HS

& 3" HR

X-1-1/2" HS

& 3" HR

X-1-1/2" HS

& 3" HR

X-1" HS

& 3" HR X-3" X-3/4"

X-3"

X-3"

X-3/4" HS

& 3" HR

X-3"

X-3/4" HR UP

X-3/4" HS UP

X-3/4" HS UP

X-3/4"

HR UP

X-3"

X-3"

X-2" HS

& HR

X-2" HS

& HR

X-1-1/4"

HS & HR

X-1-1/2"

HS & HR

X-2-1/2"

HS & HRX-2" HS &

2-1/2" HR

X-1" HS

& HR

X-3/4"

HS & HR

X-3/4"

HS & HR

X-2" HS

& 3" HR

X-1-1/2" HS

& 3" HR

X-CR

X-CS

X-CR

X-CS

X-CR

X-CS

X-CR

X-CS

X-CR

X-CSX-CW

X-CW

X-4"X-1"

X-4"X-1"

X-4"

X-4" X-4"

X-2-1/2"

X-

CW

S

X-

CW

S

X-

CW

S

X-2-1/2"

(TYP. 2)X-CWS

X-CWR

X-3"

X-3/4"

X-3/4"

X-3" X-3"

X-CWS

X-CWR

X-

CW

S X-

CW

R

X-

CW

S X-

CW

R

X-2" CWS

& CWR

X-2" CWS

& CWR

X-1-1/2"

CWS & CWR

X-2-1/2"

CWS & CWR

X-CWSX-CWR

1 1 1 1 1 1

3 3

4 4

DEMOLITION NOTES

DISCONNECT, REMOVE, AND DEMO EXISTING FIN TUBE,

PIPING, VALVES, AND ALL ASSOCIATED ACCESSORIES IN

THEIR ENTIRETY. EXISTING FLOOR PENETRATIONS ARE TO BE

MODIFIED AS REQUIRED TO BE REUSED FOR NEW HOT

WATER HEATING SUPPLY AND HOT WATER RETURN PIPING.

DISCONNECT, REMOVE, AND DEMO EXISTING CABINET UNIT

HEATER, PIPING, VALVES, AND ALL ASSOCIATED

ACCESSORIES IN THEIR ENTIRETY.

DISCONNECT, REMOVE, AND DEMO EXISTING AIR HANDLING

UNIT, PIPING, VALVES, AND ALL ASSOCIATED ACCESSORIES IN

THEIR ENTIRETY.

DISCONNECT, REMOVE, AND DEMO EXISTING CHILLER, PIPING,

VALVES, AND ALL ASSOCIATED ACCESSORIES IN THEIR

ENTIRETY.

DISCONNECT, REMOVE, AND DEMO EXISTING BOILER, PIPING,

VALVES, AND ALL ASSOCIATED ACCESSORIES IN THEIR

ENTIRETY.

DISCONNECT, REMOVE, AND DEMO EXISTING BASE MOUNTED

PUMP, PIPING, VALVES, AND ALL ASSOCIATED ACCESSORIES

IN THEIR ENTIRETY.

DISCONNECT, REMOVE, AND DEMO EXISTING EXPANSION

TANK, PIPING, VALVES, AND ALL ASSOCIATED ACCESSORIES

IN THEIR ENTIRETY.

DISCONNECT, REMOVE, AND DEMO EXISTING AIR SEPARATOR,

PIPING, VALVES, AND ALL ASSOCIATED ACCESSORIES IN

THEIR ENTIRETY.

DISCONNECT, REMOVE, AND DEMO EXISTING COOLING

TOWER, PIPING, VALVES, AND ALL ASSOCIATED

ACCESSORIES ACCESSORIES IN THEIR ENTIRETY.

DISCONNCTECT, REMOVE AND DEMO COOLING TOWER PIPING

TO 6" BELOW GRADE AND CAP. PATCH EXISTING PIPING WALL

PENETRATIONS TO MATCH EXISTING AND SEAL WATER TIGHT.

PATCH EXISTING PIPING FLOOR PENETRATIONS TO BE FLUSH,

MATCH EXISTING, AND SEAL WATER TIGHT. RE-GRADE AND

SEED TO MATCH EXISTING GRADE ONCE EXISTING EXISTING

COOLING TOWER AND ALL COOLING TOWER PIPING ARE

REMOVED.

DISCONNECT, REMOVE, AND DEMO EXISTING UNIT HEATER,

PIPING, VALVES, AND ALL ASSOCIATED ACCESSORIES IN

THEIR ENTIRETY.

DISCONNECT, REMOVE, AND DEMO EXISTING CHILLED WATER

STORAGE TANK, PIPING, VALVES, AND ALL ASSOCIATED

ACCESSORIES IN THEIR ENTIRETY. EXISTING CHILLED WATER

STORAGE TANK IS BURIED ROUGHLY 3.5' BELOW GRADE.

PATCH EXISTING PIPING WALL PENETRATIONS TO MATCH

EXISTING AND SEAL WATER TIGHT. PATCH EXISTING PIPING

FLOOR PENETRATIONS TO BE FLUSH, MATCH EXISTING, AND

SEAL WATER TIGHT. RE-GRADE AND SEED TO MATCH

EXISTING GRADE ONCE EXISTING CHILLED WATER STORAGE

TANK AND ALL CHILLED WATER PIPING ARE REMOVED.

GENERAL DEMOLITION NOTES

1. DISCONNECT, REMOVE, AND DEMO ALL EXISTING CHILLED WATER SUPPLY

PIPING, CHILLED WATER RETURN PIPING, VALVES, AND ALL ASSOCIATED

ACCESSORIES IN THEIR ENTIRETY.

2. DISCONNECT, REMOVE, AND DEMO ALL EXISTING COOLING TOWER WATER

SUPPLY PIPING, COOLING TOWER WATER RETURN PIPING, VALVES, AND

ALL ASSOCIATED ACCESSORIES IN THEIR ENTIRETY.

3. DISCONNECT, REMOVE, AND DEMO ALL EXISTING HEATING HOT WATER

SUPPLY PIPING, HEATING HOT WATER RETURN PIPING, VALVES, AND ALL

ASSOCIATED ACCESSORIES IN THEIR ENTIRETY.

4. CONTRACTOR TO COORDINATE ALL BELOW GRADE WORK WITH EXISTING

BURIED UTILITIES.

6. CONTRACTOR TO REWORK/REPAIR BELOW GRADE SPRINKLER PIPING AS

REQUIRED TO REMOVE BELOW GRADE WATER STORAGE TANK.

7. CONTRACTOR TO PATCH, PRIME, AND PAINT ALL EXISTING PIPING INTERIOR

WALL/CEILING PENETRATIONS NOT USED FOR NEW PIPING ROUTING TO

MATCH EXISTING.

8. CONTRACTOR IS RESPONSIBLE FOR THE REPLACING ANY SPRINKLER

HEADS THAT ARE BROKEN DURING THE REMOVAL OF EXISTING

EQUIPMENT.

SEEDING SCHEDULE

CONTRACTOR TO SUPPLY 6" OF TOPSOIL OVER ALL

DISTURBED AREAS. SEED ALL DISTURBED AREAS

WITH THE FOLLOWING SEED MIX:

40% KENTUCKY BLUEGRASS

25% CREEPING FESCUE

20% PERENNIAL RYEGRASS

15% CHEWING FESCUE

APPLY AT A RATE OF 8 LBS PER 1,000 SQUARE FEET

OR 350 LBS PER ACRE.

M-302

DBP

CAT

22513.00

591/22395.JLM

file no.

checked by drawn by consultant issue date contract order no.

consultant job no.

M a t r ix funding code sheet description

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04/07/2023 CD SET

LOWER LEVEL FLOOR PLAN -

PIPING DEMOLITION

N LOWER LEVEL FLOOR PLAN - MECHANICAL DEMOLITION

SCALE: 3/16" = 1'-0"

10 5 10 13

PC3

PC2

PC1

AHildebrandt Line

AHildebrandt Line

AHildebrandt Line

AHildebrandt Line

AHildebrandt Line

AHildebrandt Line

AHildebrandt Line

AHildebrandt Line

AHildebrandt Line

AHildebrandt Line

AHildebrandt Line

AHildebrandt Line

AHildebrandt Line

AHildebrandt Line

TABLE 1

Asbestos Sampling Results

Sample ID HM # Homogeneous Material Group Friable/Non

Friable Condition EPA Classification RACM Asbestos Quantity

AS 1-1 1 Interior Concrete Pad Non-Friable Fair Miscellaneous No No Asbestos Detected

AS 1-2 1 Interiror Concrete Pad Non-Friable Fair Miscellaneous No No Asbestos Detected

AS 1-3 1 Interior Concrete Pad Non-Friable Fair Miscellaneous No No Asbestos Detected

AS 2-1 2 Fiberglass Insulation Non-Friable Fair Miscellaneous No No Asbestos Detected

AS 2-2 2 Fiberglass Insulation Non-Friable Fair Miscellaneous No No Asbestos Detected

AS 2-3 2 Fiberglass Insulation Non-Friable Fair Miscellaneous No No Asbestos Detected

AS 3-1 3 Fiberglass Pipe Wrap Non-Friable Fair Miscellaneous No No Asbestos Detected

AS 3-2 3 Fiberglass Pipe Wrap Non-Friable Fair Miscellaneous No No Asbestos Detected

AS 3-3 3 Fiberglass Pipe Wrap Non-Friable Fair Miscellaneous No No Asbestos Detected

AS 4-1 4 Ceiling Panel 2x4 Non-Friable Fair Miscellaneous No No Asbestos Detected

AS 4-2 4 Ceiling Panel 2x4 Non-Friable Fair Miscellaneous No No Asbestos Detected

AS 4-3 4 Ceiling Panel 2x4 Non-Friable Fair Miscellaneous No No Asbestos Detected

AS 5-1 5 Ceiling Plaster Non-Friable Fair Miscellaneous No No Asbestos Detected

AS 5-2 5 Ceiling Plaster Non-Friable Fair Miscellaneous No No Asbestos Detected

AS 5-3 5 Ceiling Plaster Non-Friable Fair Miscellaneous No No Asbestos Detected

AS 6-1 6 Exterior Concrete Pad Non-Friable Fair Miscellaneous No No Asbestos Detected

AS 6-2 6 Exterior Concrete Pad Non-Friable Fair Miscellaneous No No Asbestos Detected

AS 6-3 6 Exterior Concrete Pad Non-Friable Fair Miscellaneous No No Asbestos Detected

1500 SF

2000 SF

350 SF

Client Michigan Department of Transportation Survey Location 1501 E Kilgore Rd, Kalamazoo, MI 49001

Survey Date September 15, 2023

FS-1

FS-1

FS-1

1500 SF

4000 SF

500 LF

FS-1

FS-1

FS-1

Functional Area

FS-1

FS-1

FS-1

FS-1

FS-1

EA-2

FS-1

FS-1

FS-1

FS-1

EA-2

EA-2

TABLE 2

XRF Screeing Results

Floor Side Room Component Substrate Condition Color Lead Concentration mg/cm2

Bsmt A Utility Room 1 P3 Boiler Metal Fair Red 0.00 Bsmt A Utility Room 1 P3 Boiler Metal Fair Red 0.90 Bsmt A Utility Room 1 Grey Chiller Metal Fair Grey 0.40 Bsmt A Utility Room 1 Beige Chiller Metal Fair Grey 0.20 Bsmt A Utility Room 1 Column Metal Fair Grey 0.00 Bsmt A Utility Room 1 Air Handler Metal Fair Grey 0.10 Bsmt A Utility Room 1 Air Handler Metal Fair Grey 0.00 Bsmt A Utility Room 1 Conduit Metal Fair Beige 0.20 Bsmt A Utility Room 1 Conduit Metal Fair Beige 0.30 Bsmt C Utility Room 1 Wall Wood Fair Beige 0.10 Bsmt D Utility Room 1 Wall Wood Fair Beige 0.20 Bsmt A Utility Room 1 Wall Wood Fair Beige 0.10 Bsmt B Utility Room 1 Wall Wood Fair Beige 0.10 Bsmt A Utility Room 1 Ceiling Wood Fair White 0.00 Bsmt B Utility Room 1 Door Metal Fair Black 0.00 Bsmt B Utility Room 1 Door Jamb Metal Fair Black 0.00 Bsmt B Utility Room 1 Door Stop Metal Fair Black 0.00 Bsmt B Utility Room 1 Door Casing Metal Fair Black 0.00

Client Survey Location

Survey Date

Michigan Department of Transportation 1501 E Kilgore Rd, Kalamazoo, MI 49001 September 15, 2023

TABLE 3

Paint Sample Results (Paint Chip Analysis)

Client Michigan Department of Transportation

Survey Location 1501 E Kilgore Rd, Kalamazoo, MI 49001

Survey Date September 15, 2023

Sample Description Results (% By Weight)

PC1 Beige Wall 0.0112

PC2 Red Pump 3.14

PC3 Grey Tank 1.83

Report Compendium

THE MANNIK & SMITH GROUP, INC. Page 1 of 3

PURPOSE AND SCOPE OF WORK

The purpose of this work was to identify, quantify and document the location of asbestos regulated materials that may be encountered during renovation activities associated with the on-site structure. Per discussion with Mr. Curt Carlson and Ms. Sue Srackangast of MDOT and supplemental renovation drawing provided to MSG by Mr. Carlson, the surveys described below were limited to areas of renovation (mechanical room and the exterior concrete slab associated with a propane tank).

Therefore, to accomplish this work, MSG performed the following scope of work:

1. Pre-renovation asbestos survey; and

2. OSHA Lead-Based Paint (LBP) sampling.

METHODOLOGIES

These surveys were conducted on September 15, 2023. Methodologies employed during the completion of this work is detailed below.

ACM Survey Procedures The pre-renovation survey is performed in general accordance with guidelines set forth in the Environmental Protection Agency (EPA) 40 Code of Federal Regulations (CFR) 763. The National Emission Standards for Hazardous Air Pollutants (NESHAP) regulations govern demolition and renovation activities in which asbestos is present. The NESHAP rule distinguishes between regulated asbestos-containing materials (RACM) that would readily release asbestos fibers when damaged or disturbed and those materials that are unlikely to result in significant fiber release during demolition activities. The purpose of this survey is to determine if ACM within the areas of renovaton are RACM and thus, subject to the NESHAP, and to comply with the Michigan Occupational Safety and Health Administration (MIOSHA) and guidelines set forth in the Occupational Safety and Health Administration (OSHA) Regulations Standards 29 CFR 1910.1101.

RACM, as defined by NESHAP, is classified into four parts, (1) friable asbestos material, (2) Category I non-friable ACM (packing, gaskets, floor tile and roofing products) that has become friable, (3) Category I non-friable ACM that will be or has been subjected to sanding, grinding, cutting or abrading, or (4) Category II non-friable ACM (all other ACM products) that has a high probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of demolition or renovation operations.

The suspect ACM identified during this survey was grouped into homogeneous materials (i.e. similar materials that are uniform in color and texture) and:

• Described and quantified it in linear feet (LF) or square feet (SF);

• Identified and classified as friable or non-friable;

• Assessed as being in good, fair or poor condition;

• Assigned an EPA classification type (surfacing material, thermal system insulation or miscellaneous);

• Classified as RACM or non-RACM; and

• Sampled, or identified as assumed ACM.

MSG performed services associated with this survey in conformance with the care and skill ordinarily used by other reputable environmental consulting firms practicing under similar conditions, at the same time, and in the same or similar locality. Limited destructive sampling methods are used to inspect and collect samples from hidden areas (behind plaster walls, sub-layers of flooring/mastic, ceiling tiles, etc.). Suspect ACM samples were identified and collected by State of Michigan Accredited Asbestos Inspectors (Andrew Hildebrandt, Accreditation Number A45296, assisted by Zack Gross, Accreditation Number A54717). Based on the quantity of each classification of suspect ACM, the MSG Inspector collected samples in accordance with EPA guidelines.

OSHA LBP Sampling Procedure Each building component, with unique paint colors, within the room equivalents of the Site area was screened using

THE MANNIK & SMITH GROUP, INC. Page 2 of 3 a x-ray fluorescence (XRF) analyzer by, Andrew Hildebrandt (Certification Number P-05943). Mr. Hildebrandt handled and operated the XRF analyzer in accordance with the manufacturers' directives.

MSG’s lead screening results are applicable at the time that testing was conducted and for the condition of surfaces at the time they were tested.

Mr. Hildebrandt collected paint chip samples using the following procedures from components that revealed the greatest concentrations based on the results of the XRF screening.

• A determination where the sample would be collected was performed prior to sampling activities.

• Utilizing razor blade or equivalent tool, MSG scored an approximate one-square inch area of each paint color to be sampled.

• The razor blade, or equivalent tool, was slide under the scored area to lift the paint from the substrate to a point where it peels off the substrate.

• To prevent cross contamination, MSG cleaned the sampling tool used in the collection process after each sample was collected.

• To ensure sample integrity, each paint chip was placed into a Ziploc bag, labeled accordingly, and recorded under strict chain-of-custody protocols.

SURVEY RESULTS

The following subsections include a discussion of the survey results. Photographs of the building are located in the Photo Log. The results of this report are valid as of the report date, subject to the limitations, which are attached.

ACM Survey Results MSG identified six (6) suspect homogenous materials during the survey. Twenty (20) bulk samples were collected from these suspect homogeneous materials and were submitted to Mannik & Smith Group Analytical Laboratories (MSGAL) for laboratory analysis of Bulk Materials by Polarized Light Microscopy using USEPA Method 600/R- 93/116. MSGAL is accredited by the National Voluntary Laboratory Accreditation Program (NVLAP) to analyze bulk samples for asbestos content. Of the aforementioned suspect homogenous materials identified during this survey, laboratory analysis found zero (0) sample containing greater than 1% asbestos. The EPA defines ACM as materials containing greater than 1% asbestos.

A point-count quantification procedure (PCQM) allows for lower detection limits than calibrated visual estimation (CVES), which is the quantification method widely used in asbestos analysis via Polarized Light Microscopy (PLM). If the asbestos content is found to contain less than 1% asbestos as determined by a method other than point counting by PLM, it can only be treated as non-ACM if verified to contain less than 1% by the PCQM. If not point-counted, the sample must be assumed to be greater than 1% and thus considered and treated as ACM. As part of this survey, zero (0) samples were analyzed using point count quantification.

The locations for ACM are listed in the executive summary. See Table 1, Asbestos Sampling Results for a listing of homogeneous materials identified by MSG during this survey. Functional areas on Table 1 list the locations where the sample(s) were taken. Table 1 quantities reflect the total amount of suspect ACM in all locations that was observed. A copy of the analytical reports including chains of custody is attached at the end of this report.

OSHA LBP Sampling Results The LBP sampling is designed to identify the lead content of the paint(s) associated with the building. At the time of this reports presentation, Housing and Urban Development (HUD) and the EPA defines LBP as paint that is 0.5% lead by weight, or greater using paint chip sampling. Ultimately, OSHA regulates paints having any level of lead.

Eighteen (18) components were screened with the XFR analyzer. A summary of which is provided in Table 2, XRF Screening Results. Paint chip sample results that exceeded 0.0% lead by weight are summarized below:

Sample Description Results (% by Weight) PC1 Beige Wall 0.0112 PC2 Red Pump 3.14

THE MANNIK & SMITH GROUP, INC. Page 3 of 3

Sample Description Results (% by Weight) PC3 Grey Tank 1.83

Based on this survey, paint containing lead was identified in the three (3) samples collected. Screening results are provided in Table 3, Paint Sample Results (Paint Chip Analysis).

CONCLUSIONS AND RECOMMENDATIONS

Asbestos Containing Materials Of the six (6) suspect homogenous materials collected as part of this survey, zero (0) contained greater than 1% asbestos.

Prior to renovation, a notification of intent to demolish/renovate shall be made to the EGLE-Air Quality Division (EGLE-AQD) and Licensing and Regulatory Affairs (LARA), Asbestos Program. Notification, according to the procedure described by the NESHAP, Title 40 of the Code of Federal Regulations, Part 61, Subpart M, Notification, for renovation and demolition projects should be followed.

Category I and Category II Non-Friable ACM may often be left in place during demolition activities if the ACM is not subjected to sanding, grinding, cutting, or abrading or has a high probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material during the course of demolition.

However, this assertion should only be made by the demolition contractor when the demolition methods have been accepted by the regulatory authority to not release asbestos fibers. All materials containing ACM must be disposed of in a licensed landfill.

OSHA LBP Sampling Based on the LBP Sampling, paint containing lead was identified in three (3) paint chip samples (PC1, PC2, and PC3). It is recommended that Contractors follow the OSHA Lead in Construction Standard 29 CFR 1926.62 requiring an exposure assessment for the tasks involving the potential for lead exposure.

ASBESTOS SURVEY LIMITATIONS

The Mannik & Smith Group, Inc. (MSG) performed its services associated with this asbestos survey in general accordance with guidelines set forth in the Environmental Protection Agency (EPA) 40 Code of Federal Regulations (CFR) 763 and in conformance with the care and skill ordinarily used by other reputable environmental consulting firms practicing under similar conditions, at the same time, and in the same or similar locality. This asbestos survey and related documentation are site-specific, which means they pertain to the conditions of the site/areas surveyed.

MSG’s asbestos survey is limited to accessible areas. Areas determined to be not structurally sound, safely reached, limited by excessive accumulated obstructions, or require specialized equipment to access are not be included in this survey. There may be areas where regulated materials, such as suspected asbestos-containing materials (SACM) cannot be viewed. MSG shall not be responsible for identifying all asbestos-containing building materials (ACBM) or other hazardous materials located in inaccessible locations, including by not limited to, above a plaster ceiling, behind a wall, embedded in concrete, buried, confined space, unsafe area, or otherwise not readily identifiable.

Destructive sampling will only be conducted when permission has been granted by the owner. Destructive survey locations are limited to areas where hidden SACM is reasonably thought to be present and sampling can be conducted in a safe manner. If material is found during the course of demolition/renovation that is not listed in this report, the material should be assumed as asbestos-containing until it can be sampled and analyzed at an accredited laboratory.

MSG has prepared a logical assessment program to reduce the client's risk of discovering unknown SACM. This risk may be reduced by more extensive exploration on the site. Even with additional exploration, it is not possible to completely eliminate the risk of discovering SACM. It cannot and should not be assumed that samples collected and conditions observed at the time of the asbestos survey are representative of an area that has not been sampled and/or tested.

In preparing this report, MSG may have relied on information obtained from or provided by others. MSG makes no representation or warranty regarding the accuracy or completeness of this information gathered through outside sources or subcontracted services. No warranty, guarantee, or certification of any kind, expressed or implied, at common law or created by statute, is extended, made, or intended by rendering these environmental consulting services or by furnishing this written report. Environmental conditions and regulations are subject to constant change and reinterpretation. One should not assume that any on-site conditions and/or regulatory statutes or rules will remain constant after MSG has completed the scope of work for this project. Furthermore, because the facts stated in this report are subject to professional interpretation, differing conclusions could be reached by other environmental professionals.

The report is intended to offer support to a building owner, construction manager, general contractor, abatement contractor, architect, and/or other parties authorized by the owner in generally locating ACBM. This report does not have required components to serve as an Asbestos Project Design document or an Asbestos Abatement Work Plan;

therefore, should not be utilized as an asbestos abatement project specification document. The results, findings, conclusions, and recommendations expressed in this report are based only on conditions that were noted during this survey. This report does not warrant against future operations or conditions, nor does it warrant against operations or conditions present of a type or at a location not investigated. ACBM quantities have been conservatively estimated and sampling locations have been described representatively; however, should be field-verified by contractors bidding on or prior to abatement work.

Asbestos Survey Limitations.Docx

2365 Haggerty Road South, Canton, Michigan 48188 Tel: 734.397.3100 Fax: 734.397.3131 www.MannikSmithGroup.com

Attention: Ryan Montri

The Mannik & Smith Group, Inc. Project 1501 E Kilgore Rd Received 9/19/2023

2365 S. Haggerty Rd., Suite 100 Order # C0424 Analyzed 10/9/2023

Canton, MI, 48188 Project # Reported 10/11/2023

Email: rmontri@manniksmithgroup.com

Phone: (734) 397-3100

Client ID AS 1-1 Lab ID C0424-1 Location FS-1

Type Non Detect 0.00%

Client ID AS 1-2 Lab ID C0424-2 Location FS-1

Type Non Detect 0.00%

Client ID AS 1-3 Lab ID C0424-3 Location FS-1

Type Non Detect 0.00%

Client ID AS 2-1 Lab ID C0424-4 Location FS-1

Type Non Detect 0.00%

Client ID AS 2-2 Lab ID C0424-5 Location FS-1

Type Non Detect 0.00%

Analytical Method: US EPA 600/R-93/116 by Polarized Light Microscopy

Analyst(s): Waverly K. Ferguson 25 Reviewer(s): Andrew J. Henry Lillian C. Sabuda

FALSE 0 Analyst Quality Manager

C0424 The Mannik & Smith Group

Analytical Laboratories 2365 S Haggerty Rd, Canton, MI 48188

Accreditations

NIST-NVLAP

No. 600212-0

The results herein relate only to the samples as received and tested by The Mannik & Smith Analytical Laboratories. This report can not be used to claim product certification, approval, or endorsement by NVLAP, NIST, or any other agency of the Federal Government. Please see the Sample Protocol before submitting samples for analysis in order to ensure laboratory staff safety and analysis accuracy.

Interior Concrete Pad

Interior Concrete Pad

Interior Concrete Pad

Fiberglass Insulation

Fiberglass Insulation

Gray, nonfibrous, homogeneous.

100% non-asbestos

Layer 1

Yellow, fibrous, homogeneous.

Gray, nonfibrous, homogeneous.

Layer 1

Layer 1

401.MDO134W

BULK SAMPLE ANALYSIS SUMMARY

2365 S. Haggerty Rd., Suite 100 Order # C0424 Analyzed 10/9/2023

Canton, MI, 48188 Project # Reported 10/11/2023

Email: rmontri@manniksmithgroup.com

Phone: (734) 397-3100

Client ID AS 2-3 Lab ID C0424-6 Location FS-1

Type Non Detect 0.00%

Client ID AS 3-1 Lab ID C0424-7 Location FS-1

Type Non Detect 0.00%

Client ID AS 3-2 Lab ID C0424-8 Location FS-1

Type Non Detect 0.00%

Client ID AS 3-3 Lab ID C0424-9 Location FS-1

Type Non Detect 0.00%

Client ID AS 4-1 Lab ID C0424-10 Location FS-1

Type Non Detect 0.00%

Analytical Method: US EPA 600/R-93/116 by Polarized Light Microscopy

Analyst(s): Waverly K. Ferguson 25 Reviewer(s): Andrew J. Henry Lillian C. Sabuda

FALSE 0 Analyst Quality Manager

Accreditations

NIST-NVLAP

No. 600212-0

The results herein relate only to the samples as received and tested by The Mannik & Smith Analytical Laboratories. This report can not be used to claim product certification, approval, or endorsement by NVLAP, NIST, or any other agency of the Federal Government. Please see the Sample Protocol before submitting samples for analysis in order to ensure laboratory staff safety and analysis accuracy.

The Mannik & Smith Group

Analytical Laboratories C0424

2365 S Haggerty Rd, Canton, MI 48188

401.MDO134W

Layer 1

100% non-asbestos

Layer 1

Fiberglass Pipe Wrap

Layer 1

Fiberglass Insulation

Yellow, fibrous, homogeneous.

Tan, fibrous, homogeneous.

2365 S. Haggerty Rd., Suite 100 Order # C0424 Analyzed 10/9/2023

Canton, MI, 48188 Project # Reported 10/11/2023

Email: rmontri@manniksmithgroup.com

Phone: (734) 397-3100

Client ID AS 4-2 Lab ID C0424-11 Location FS-1

Type Non Detect 0.00%

Client ID AS 4-3 Lab ID C0424-12 Location FS-1

Type Non Detect 0.00%

Client ID AS 5-1 Lab ID C0424-13 Location FS-1

Type Non Detect 0.00% Type Non Detect 0.00%

Client ID AS 5-2 Lab ID C0424-14 Location FS-1

Type Non Detect 0.00% Type Non Detect 0.00%

Client ID AS 5-3 Lab ID C0424-15 Location FS-1

Type Non Detect 0.00% Type Non Detect 0.00%

Analytical Method: US EPA 600/R-93/116 by Polarized Light Microscopy

Analyst(s): Waverly K. Ferguson 25 Reviewer(s): Andrew J. Henry Lillian C. Sabuda

FALSE 0 Analyst Quality Manager NIST-NVLAP

No. 600212-0

The results herein relate only to the samples as received and tested by The Mannik & Smith Analytical Laboratories. This report can not be used to claim product certification, approval, or endorsement by NVLAP, NIST, or any other agency of the Federal Government. Please see the Sample Protocol before submitting samples for analysis in order to ensure laboratory staff safety and analysis accuracy.

401.MDO134W

The Mannik & Smith Group

Analytical Laboratories C0424

Accreditations

Layer 1 Layer 2

100% non-asbestos

Skim Coat

Gray, nonfibrous, homogeneous.

Ceiling Panel 2x4

Skim Coat Plaster

Tan, fibrous, homogeneous.

Layer 1

Plaster

Skim Coat Plaster

White, nonfibrous, homogeneous.

White, nonfibrous, homogeneous.

Tan, fibrous, homogeneous.

BULK SAMPLE ANALYSIS SUMMARY

100% non-asbestos

2365 S Haggerty Rd, Canton, MI 48188

Layer 2

White, nonfibrous, homogeneous. Gray, nonfibrous, homogeneous.

100% non-asbestos 100% non-asbestos

2365 S. Haggerty Rd., Suite 100 Order # C0424 Analyzed 10/9/2023

Canton, MI, 48188 Project # Reported 10/11/2023

Email: rmontri@manniksmithgroup.com

Phone: (734) 397-3100

Client ID AS 5-4 Lab ID C0424-16 Location FS-1

Type Non Detect 0.00% Type Non Detect 0.00%

Client ID AS 5-5 Lab ID C0424-17 Location FS-1

Type Non Detect 0.00% Type Non Detect 0.00%

Client ID AS 6-1 Lab ID C0424-18 Location EA-2

Type Non Detect 0.00%

Client ID AS 6-2 Lab ID C0424-19 Location EA-2

Type Non Detect 0.00%

Client ID AS 6-3 Lab ID C0424-20 Location EA-2

Type Non Detect 0.00%

Analytical Method: US EPA 600/R-93/116 by Polarized Light Microscopy

Analyst(s): Waverly K. Ferguson 25 Reviewer(s): Andrew J. Henry Lillian C. Sabuda

FALSE 0 Analyst Quality Manager

Accreditations

NIST-NVLAP

No. 600212-0

The results herein relate only to the samples as received and tested by The Mannik & Smith Analytical Laboratories. This report can not be used to claim product certification, approval, or endorsement by NVLAP, NIST, or any other agency of the Federal Government. Please see the Sample Protocol before submitting samples for analysis in order to ensure laboratory staff safety and analysis accuracy.

401.MDO134W

Skim Coat Plaster

Exterior Concrete Pad

Exterior Concrete Pad

Exterior Concrete Pad

The Mannik & Smith Group

Analytical Laboratories

C0424 2365 S Haggerty Rd, Canton, MI 48188

Tan, nonfibrous, homogeneous.

Skim Coat Plaster

Layer 1 Layer 2

White, nonfibrous, homogeneous. Gray, nonfibrous, homogeneous.

100% non-asbestos 100% non-asbestos

White, nonfibrous, homogeneous. Gray, nonfibrous, homogeneous.

100% non-asbestos 100% non-asbestos

Client Project :

959241

10/09/2023

10/09/2023

Date Reported :

Date Analyzed :

Date Received :

AAT Project :

Phone :

Email :

Fax :

ahildebrandt@manniksmithgroup.com

734-397-3100 X-6143

Andrew Hildebrandt

Mannik and Smith Group

Attn :

Client :

1501 KILGORE RD KALAMAZOO MI 49001Project Location :

MDO134W

Canton, MI 48188

2365 S. Haggerty

30105 Beverly Road

Romulus, MI 48174

Ph: 734-629-8161; Fax: 734-629-8431

Sampling Date : 09/19/2023

10/09/2023

Certificate of Analysis: Lead In Paint by EPA SW-846 Method 7000B/3050B*

Lab Sample ID Result Lead

(% by weight) PPMSample DescriptionClient Code

Calculated R L

(% by weight)

PC1 BEIGE WALL PAINT8823192 0.0112 0.000531112

PC2 RED PUMP PAINT8823193 3.14 0.0072531400

PC3 GREY TANK PAINT8823194 1.83 0.011918300

Analyst Signature

Comment: Low sample volume for samples PC2 and PC3.

Richard Laugal

959241 AAT Project:Date Printed: 10/09/2023 2:22PM

ND = Not Detected, N/A = Not Available, RL = Reporting Limit, Analytical Reporting Limit is 5 ug/sample. For true values assume (3) significant figures.

The method, batch, and sample Quality Control are acceptable unless otherwise stated. AAT internal SOP S218. The laboratory operates in accord with

ISO 17025 guidelines and holds limited scopes of accreditation under AIHA-LAP and NY State DOH ELAP programs. These results are submitted pursuant to AAT, LLC current terms and conditions of sale, including the company's standard warranty and limitation of liability provisions. Analytical results relate to the samples as received by the lab. Results in mg/cm2 are calculated based on sample area dimensions supplied by the client.AAT will not assume any liability or responsibility for the manner in which the results are used or interpreted. Reproduction of this document other than in its entirety is not authorized by AAT, LLC. AAT does not blank correct reported values. Sample data apply only to items analyzed. Current EPA/HUD Interim

Standard for lead in paint samples is: 5000 PPM (parts per million) or ug/g which is equivalent to 0.5% by weight. EPA definition of lead-based paint: 1.0 mg/cm2. New York City Regulatory Limits: 0.25% by weight or 0.5 mg/cm2 for investigations for a child. MD and Philadelphia definition of lead-based paint: 0.7 mg/cm2. Note: Samples are stored for 15 days following report date. *= Validated modified method

AIHA LAP- Lab ID #100986, NY State DOH ELAP -Lab ID #11864, State of Ohio- Lab ID # 10042

Mannik and Smith GroupTo :

Attn :

Phone :

AAT Project :

Client Project :

Date Reported :

Project Location :

Email :Andrew Hildebrandt

734-397-3100 X-6143 ahildebrandt@manniksmithgroup.com

959241

MDO134W

1501 KILGORE RD KALAMAZOO MI 49001

2365 S. Haggerty

Canton, MI 48188

30105 Beverly Road

Romulus, MI 48174

Ph: 734-629-8161; Fax: 734-629-8431

10/09/2023

Sample CompletedAnalysis RequestedClient Code Analyst

8823192 10/09/2023Lead PaintPC1 Richard Laugal

8823193 10/09/2023Lead PaintPC2 Richard Laugal

8823194 10/09/2023Lead PaintPC3 Richard Laugal

Quality Assurance Coordinator

Reviewed By Elyse Bidle

959241 AAT Project:Date Printed: 10/09/2023 2:22PM

This report is intended for use solely by the individual or entity to which it is addressed. It may contain information that is privileged, confidential and otherwise exempt by law from disclosure. If the reader of this information is not the intended recipient or an employee of its intended recipient, you are herewith notified that any dissemination, distribution or copying of this information is strictly prohibited. If you have received this information in error, please notify AAT immediately. Thank you.

NY State DOH ELAP -Lab ID #11864, Michigan State Lab # 9996