3-2025-BRP-017 Technical Specifications.pdf

STEEL RIVERS COUNCIL OF GOVERNMENTS

Request for Bids

November 2026

2025-BRP-017

PORT VUE DEMOLITION

PORT VUE BOROUGH, PA

Steel Rivers Council of Governments

1705 Maple Street, Room 100

Homestead, PA 15120

412-462-7600 (phone)

412-462-3986 (fax)

Glenn Engineering & Associates, Ltd.

14920 US-30

Irwin, PA 15642

412-824-5672

Project Timeline: 30-Day Completion Period

2025-BRP-017 – 2025 Act 152 Demolition – Port Vue Borough

Scope of Work

1. 1612 Trimble Avenue

Parcel ID: 466-D-192

• Structure: 2-Story, wood framed and Sided Structure

• NOTE: See associated Asbestos Report for any and all ACM abatement measures that shall be followed.

• The Contractor is responsible for obtaining all permits and paying all associated fees.

• The Contractor shall obtain a PA One Call ticket prior to any demolition or excavation activities and shall comply with all applicable regulations. Failure to do so, resulting in fines or penalties issued by the

PUC, shall be the sole responsibility of the Contractor. The Contractor shall be liable for and shall pay all associated fines, fees, and costs incurred by both the Contractor and the Borough, at no additional cost to the Borough or Owner.

• All combustible, decomposable and any other debris or materials must be removed and taken off site to an approved dump site by the contractor.

• Any and all rubbish in rear, front and sides of property to be removed and taken off site to an approved dump site by the contractor.

• All private concrete pads, concrete ramps, walls and all private concrete walkways/pathways and steps in, on or around the structure specified or as instructed by the project representative onsite must be removed and taken off site to an approved dump site by the contractor.

• Concrete basement floors and any other concrete floors within the structure and garage must be at a minimum broken up and or removed and taken off site to an approved dump site by the contractor.

• Trees or shrubbery located in the front, sides or in the rear of structure specified or as or as instructed by the project representative onsite to be removed and taken off site to an approved dump site by the contractor.

• All vegetation as specified or as instructed by the project representative onsite to be removed and taken off site to an approved dump site by the contractor.

• Sanitary sewer lateral (size to be determined in the field) must be exposed and capped off with

Allegheny County approval and Borough Engineer inspection, water and gas service must be turned off and capped along with a void inspection MUST be performed prior to backfill. Contractor must send

Glenn Engineering the Allegheny County Health Department Plumbing slip after the County has performed their inspection.

• All neighboring structures must be kept free and clear of any and all damages, In the event that damages would occur, the contractor is liable and responsible for all cost of restoration and repairs at no extra cost to the owner or Borough. Repairs of damages to structures or property must be completed immediately prior to the contractor leaving site. Under no circumstances should the contractor demobilize offsite prior to repairs being made. Payment of work will be retained until all repairs are completed to satisfactory terms.

• All surrounding utilities and structures must be kept free and clear of any damages; Contractor is liable and responsible for all damages and repairs needed at no extra cost to the Borough or owner. Repairs of damages to surrounding utilities must be completed immediately prior to the contractor leaving site.

Under no circumstances should the contractor demobilize offsite prior to repairs being made. Payment of work will be retained until all repairs are completed to satisfactory terms.

• Any concrete, wooden or other steps located on the property shall be completely removed in their entirety and taken off site to an approved dump site by the contractor. The Contractor shall also ensure the proposed grading transitions smoothly into the existing grades of the subject property and all abutting properties, taking into consideration adjacent structures, retaining walls, and site conditions to prevent any adverse impacts, drainage issues, or interference with neighboring properties.

• The shed, concrete pad and associated concrete steps, wooden fencing must also be fully removed and disposed of, as necessary, at an approved dump site by the contractor.

• All grading shall tie into the existing grades of adjoining properties as necessary to maintain positive drainage, provide proper watershed and on-site drainage disbursement, and prevent any adverse impacts to adjacent properties.

• The roadways, curb-line, surrounding public concrete or brick walkways and asphalt must remain undamaged for the entirety of the project. If any damage to the roadways, curb-line, surrounding public concrete or brick walkways and asphalt occurs during demolition the contractor is responsible of any and all repairs at no extra cost to the owner or Borough. Repairs of damages must be completed immediately prior to the contractor leaving site. Under no circumstances should the contractor demobilize offsite prior to repairs being made. Payment of work will be retained until all repairs are completed to satisfactory terms.

2. 1801 New York Avenue

Parcel ID: 465-A-095

• Structure: 2-Story wood framed (sided), brick and block structure.

• NOTE: See associated Asbestos Report for any and all ACM abatement measures that shall be followed.

• The Contractor is responsible for obtaining all permits and paying all associated fees.

• The Contractor shall obtain a PA One Call ticket prior to any demolition or excavation activities and shall comply with all applicable regulations. Failure to do so, resulting in fines or penalties issued by the

PUC, shall be the sole responsibility of the Contractor. The Contractor shall be liable for and shall pay all associated fines, fees, and costs incurred by both the Contractor and the Borough, at no additional cost to the Borough or Owner.

• All combustible, decomposable and any other debris or materials must be removed and taken off site to an approved dump site by the contractor.

• Any and all rubbish in rear, front and sides of property to be removed and taken off site to an approved dump site by the contractor.

• All private concrete pads, concrete ramps, walls and all private concrete walkways/pathways and steps in, on or around the structure specified or as instructed by the project representative onsite must be removed and taken off site to an approved dump site by the contractor.

• Concrete basement floors and any other concrete floors within the structure must be at a minimum broken up and or removed and taken off site to an approved dump site by the contractor.

• Trees or shrubbery located in the front, sides or in the rear of structure specified or as or as instructed by the project representative onsite to be removed and taken off site to an approved dump site by the contractor.

• All vegetation as specified or as instructed by the project representative onsite to be removed and taken off site to an approved dump site by the contractor.

• Sanitary sewer lateral (size to be determined in the field) must be exposed and capped off with

Allegheny County approval and Borough Engineer inspection, water and gas service must be turned off and capped along with a void inspection MUST be performed prior to backfill. Contractor must send

Glenn Engineering the Allegheny County Health Department Plumbing slip after the County has performed their inspection.

• All neighboring structures must be kept free and clear of any and all damages, In the event that damages would occur, the contractor is liable and responsible for all cost of restoration and repairs at no extra cost to the owner or Borough. Repairs of damages to structures or property must be completed immediately prior to the contractor leaving site. Under no circumstances should the contractor demobilize offsite prior to repairs being made. Payment of work will be retained until all repairs are completed to satisfactory

• All surrounding utilities and structures must be kept free and clear of any damages; Contractor is liable and responsible for all damages and repairs needed at no extra cost to the Borough or owner. Repairs of damages to surrounding utilities must be completed immediately prior to the contractor leaving site.

Under no circumstances should the contractor demobilize offsite prior to repairs being made. Payment of work will be retained until all repairs are completed to satisfactory terms.

• Any concrete, wooden or other steps located on the property shall be completely removed in its entirety and taken off site to an approved dump site by the contractor. All demolition debris and associated materials shall be removed from the site and legally disposed of at an approved off-site disposal facility by the Contractor. The Contractor shall ensure all grading transitions smoothly tie into the proposed and existing surrounding grades while maintaining positive drainage.

• The lot shall be graded away from neighboring structures and toward Block Alley to match existing grading. All grading shall also tie into the existing grades of adjoining properties as necessary to maintain positive drainage, provide proper watershed and on-site drainage disbursement, and prevent any adverse impacts to adjacent properties.

• The roadways, curb-line, surrounding public concrete or brick walkways and asphalt must remain undamaged for the entirety of the project. If any damage to the roadways, curb-line, surrounding public concrete or brick walkways and asphalt occurs during demolition the contractor is responsible of any and all repairs at no extra cost to the owner or Borough. Repairs of damages must be completed immediately prior to the contractor leaving site. Under no circumstances should the contractor demobilize offsite prior to repairs being made. Payment of work will be retained until all repairs are completed to satisfactory

3. 1889 Romine Avenue

Parcel ID: 465-A-347

• Structure: 1-Story Wood Framed and sided structure.

• NOTE: See associated Asbestos Report for any and all ACM abatement measures that shall be followed.

• The Contractor is responsible for obtaining all permits and paying all associated fees.

• The Contractor shall obtain a PA One Call ticket prior to any demolition or excavation activities and shall comply with all applicable regulations. Failure to do so, resulting in fines or penalties issued by the

PUC, shall be the sole responsibility of the Contractor. The Contractor shall be liable for and shall pay all associated fines, fees, and costs incurred by both the Contractor and the Borough, at no additional cost to the Borough or Owner.

• All combustible, decomposable and any other debris or materials must be removed and taken off site to an approved dump site by the contractor.

• Any and all rubbish in rear, front and sides of property to be removed and taken off site to an approved dump site by the contractor.

• All private concrete pads, concrete ramps, walls and all private concrete walkways/pathways and steps in, on or around the structure specified or as instructed by the project representative onsite must be removed and taken off site to an approved dump site by the contractor.

• All asphalt skim coating, asphalt overlays, underlying block materials and any other materials within the parking lot area, along with all deteriorated, crumbled, or broken sidewalk and block materials along

Romine Avenue, shall be completely removed without damaging the existing public roadway or curbline. All removals shall be performed as specified or as directed by the Project Representative onsite. The Contractor shall be responsible for hauling and properly disposing of all removed materials at an approved dump site by the contractor.

• Concrete basement floors and any other concrete floors within the structure must be at a minimum broken up and or removed and taken off site to an approved dump site by the contractor.

• Trees or shrubbery located in the front, sides or in the rear of structure specified or as or as instructed by the project representative onsite to be removed and taken off site to an approved dump site by the contractor.

• All vegetation as specified or as instructed by the project representative onsite to be removed and taken off site to an approved dump site by the contractor.

• Sanitary sewer lateral (size to be determined in the field) must be exposed and capped off with

Allegheny County approval and Borough Engineer inspection, water and gas service must be turned off and capped along with a void inspection MUST be performed prior to backfill. Contractor must send

Glenn Engineering the Allegheny County Health Department Plumbing slip after the County has performed their inspection.

• All neighboring structures must be kept free and clear of any and all damages, In the event that damages would occur, the contractor is liable and responsible for all cost of restoration and repairs at no extra cost to the owner or Borough. Repairs of damages to structures or property must be completed immediately prior to the contractor leaving site. Under no circumstances should the contractor demobilize offsite prior to repairs being made. Payment of work will be retained until all repairs are completed to satisfactory terms.

• All surrounding utilities and structures must be kept free and clear of any damages; Contractor is liable and responsible for all damages and repairs needed at no extra cost to the Borough or owner. Repairs of damages to surrounding utilities must be completed immediately prior to the contractor leaving site.

Under no circumstances should the contractor demobilize offsite prior to repairs being made. Payment of work will be retained until all repairs are completed to satisfactory terms.

• Any concrete, wooden or other materials of steps located on the property shall be completely removed in its entirety and taken off site to an approved dump site by the contractor. All demolition debris and associated materials shall be removed from the site and legally disposed of at an approved off-site disposal facility by the Contractor.

• The lot shall be gently graded away from neighboring structures, maintaining positive drainage and providing proper water runoff distribution. All proposed grading shall smoothly transition into existing surrounding grades and adjoining properties as necessary to ensure adequate drainage and prevent adverse impacts to neighboring properties. All grading shall be performed to ensure proper site drainage, slope stability, and compatibility with existing surrounding conditions.

• The roadways, curb-line, surrounding public concrete or brick walkways and asphalt must remain undamaged for the entirety of the project. If any damage to the roadways, curb-line, surrounding public concrete or brick walkways and asphalt occurs during demolition the contractor is responsible of any and all repairs at no extra cost to the owner or Borough. Repairs of damages must be completed immediately prior to the contractor leaving site. Under no circumstances should the contractor demobilize offsite prior to repairs being made. Payment of work will be retained until all repairs are completed to satisfactory

Please contact Port Vue Borough for all inspections.

All inspections must be submitted and scheduled 24 hours in advance.

Demolition MUST be completed within 30 days of Issuance of the Notice To Proceed, No Exceptions. Failure to do so will result in the assessment of liquidated damages of $350 per day.

Please read the General Notes and Lead Safe on the following pages.

Asbestos reports follow this section. All asbestos containing materials are to be removed and disposed of in accordance with County, state and federal law

Bradb Text Box 2025-BRP-017 - 2025 Act 152 Demolition Port Vue Borough Location Maps

Bradb Callout 1612 Trimble Avenue

1801 New York Avenue

1889 Romine Avenue

LEAD SAFE DEMOLITION REQUIREMENTS

This program will require lead safe demolition for all residential structures, child occupied facilities, such as schools and day care facilities, and any commercial or industrial facility constructed prior to 1978. These structures, if awarded funds, will require the use of wet wet wet demolition techniques.

For any lead safe demolition, the following pre-demolition requirements apply:

The Contractor must distribute notice to all residents/organizations on properties that either adjoin the property containing the structure targeted for demolition or are within two hundred (200) feet of the structure targeted for demolition and to make a reasonable and good faith effort to conduct door-to-door notification; both activities must be conducted no less than three days or no more than ten days prior to the start of demolition activities. The notice must be in the form of door hangers, flyers, or other items suitable for distribution and must include: intent to demolish, date work will begin, name of the contractor performing the demolition, and contact information for the contractor in case of emergency, as well as recommended safety information for surrounding properties.

The contractor must place lawn signs outside of the structure proving notice of the demolition as per the following: one (1) on front lot line of the property facing the street, one (1) at each of the lot lines on either side of the front yard facing the adjacent properties, one (1) on rear lot line of the property facing an alleyway. The signs must be placed no less than five (5) days before work begins, but no more than ten (10) days ahead. Lawn signs shall list intent to demolish, date work will begin, and contact information of the contractor performing the demolition.

If either of the properties immediately adjacent to the demolition site have an occupied structure with an open window(s) on the first floor facing the demolition site, the Contractor should contact the adjacent property owner(s) and request that the window(s) be closed. Contractor should note any and all communications, or lack thereof, with adjacent property owners and provide that information to the grantee, as soon as possible.

The Contractor must make a reasonable and good faith effort to politely request any children appearing under the age of twelve (12) who are outside on the block during demolition to go inside. If any child refuses to go inside after one request, the Contractor must note this and provide notice to the grantee after the completion of demolition.

Residential demolition will use wet wet wet techniques when removing the structure. This practice involves pre-wetting the structure to be demolished, wetting during demolition, and wetting during material loading.

INCLUDE IN BID

SPECIFICATIONS

Dust suppression by water uses a dispersal point close to the position of dust generation in order to be most effective in both dust suppression and minimizing the volume of water used, and thus run-off containing lead particles. Ideally, this practice results in zero visible dust emissions.

However, if visible dust is generated, adjust the wetting techniques to control emissions by increasing the volume of water or increasing the area over which the water is applied. The aim is to use the least amount of water possible while still controlling fugitive dust emissions. Non-potable water is used where possible and appropriate.

The best practices for wet wet wet demolition are:

1. Water is applied to the exterior and interior of building surfaces prior to initiating demolition activities as well as continuously during the knock-down phase to prevent dust generation.

2. During the knock-down phase, water is applied directly to the materials being crushed to prevent dust generation.

3. Water is applied to debris during handling, crushing, and loading. During working hours, water is applied to uncovered storage piles.

Plastic sheeting must be placed around the structure extending at least ten(10) feet from the structures perimeter.

Any debris placed in a dumpster must be covered

All debris hauled from the site must be covered

Demolition Project Our team will be on site during time specified to demolish the structure at the listed address. The demolition is being performed with Lead Safety in mind;

therefore, it is requested that you keep your windows closed during demolition operations. It is strongly recommended that you remain inside during operations.

Contractor Name and Contact Information

Company Name_____________________________________

Phone Number _____________________________________

Email address ______________________________________

Demolition Site Address

Date and Time of Demolition

Daytime hours ___________________________________

Date _________________________________________ (must be posted at least 3 days before schedule to start demo but no more than 10 days before)

37 West Main Street

Carnegie PA 15106 412-278-5400 412-278-5404 Fax tseiler@aaglo.com

NESHAP Asbestos Demolition Survey Report

September 21, 2026

Site

1612 Trimble Avenue

McKeesport, PA 15133

Lot/Block Number: 466-D-192

Prepared for:

Allegheny County Economic Development

Koppers Building

436 Seventh Avenue, Suite 500

Pittsburgh, PA 15219

Introduction

On Friday September 18, 2026, a survey for Asbestos Containing Materials (ACM) was performed for

Allegheny County Economic Development for the structure located at 1801 New York Avenue, McKeesport, PA 15034. This survey was performed to identify and quantify any asbestos containing materials which will require abatement prior to the demolition of this structure. The survey was executed by Mark Shatlock (PA License 014956) and Charlie Bove (PA License 047781) of Allegheny Global

Environmental Inc. (AGE).

Facility Description

The building is a two-story frame structure with a partial basement. The date of construction is1910.

Interior walls and ceilings are plaster. Flooring surfaces include wood, floor tile, and concrete. The heating system is central heat. No suspect Thermal Systems Insulation (TSI) was observed. The roof is asphalt shingle.

Survey Procedures

Based upon visual and physical observations made during the survey of this facility, various materials were identified as Suspect Asbestos Containing Materials (SACM). Each SACM material was subsequently sampled and submitted for PLM Analysis to determine asbestos content. Both friable and non-friable

SACM were surveyed. Samples of each SACM were collected and submitted for PLM analysis to determine their asbestos content. All samples were sealed in plastic bags, given unique sample numbers, and logged with an appropriate chain of custody.

All asbestos sampling was conducted as a pre-demolition survey. All sampling protocol and analytical procedures were performed in general accordance with EPA guidelines. These protocols meet generally accepted industry standards for ACM testing. Any variations from EPA protocols were of a nature as to not materially affect the findings or conclusions of this survey.

Analytical Procedures

The collected asbestos samples were analyzed using Polarized Light Microscopy (PLM) in conjunction with dispersion staining techniques using EPA Method 600/R-93/116. The bulk laboratory analysis provided the asbestos content (positive or negative), percentage of asbestos, asbestos type and identification of other non-asbestos fibers. The samples were analyzed by AGE.

Survey Results

AGE collected fifteen (15) bulk samples of suspect ACM. Based on the number of distinct material layers twenty-six (26) samples were analyzed.

The following materials were found to be ACM by PLM Analysis or are assumed ACM.

Non-Friable ACM Location(s) Approximate

Quantity

Transite Siding Exterior 2,000 ft2

Caulking Door/Window 2 ft2

For a complete listing of the PLM results please refer to Appendix I, Analytical Results and Appendix II, Sample Summary Sheets. Please see Appendix III for ACM Photographs.

Summary

ACM is any material containing greater than 1% asbestos.

ACM regulated under the NESHAP is referred to as RACM. RACM includes friable ACM;

Category I non-friable materials that have become or will become friable or have been subject to sanding, grinding, cutting, abrading, or burning; or category II non-friable materials that have a high probability of becoming or that have become crumbled, pulverized, or reduced to powder due to the work practices used during demolition or renovation.

Friable ACM are materials containing more than one percent asbestos as determined using the methods specified in appendix E, subpart E, 40 CFR part 763, section 1, Polarized Light

Microscopy, that when dry, can be crumbled, pulverized, or reduced to powder by hand pressure.

Category I non-friable ACM are asbestos-containing gaskets, packings, resilient floor coverings, resilient floor covering mastic, and asphalt roofing products containing more than one percent asbestos. Depending on the type or category of asbestos containing materials present on a project and the work practices used during demolition or renovation to remove them, the materials may or may not be regulated.

If the total amount of RACM to be removed or disturbed is 160 square feet, 260 linear feet or greater, the RACM must be removed prior to demolition or renovation. A properly completed Asbestos

Abatement and Demolition/Renovation Notification Form must be submitted with the appropriate payment, at least 10 working days before the asbestos abatement begins. ACHD requires a permit for all asbestos abatement activities.

The Allegheny County Health Department (ACHD) requires a properly completed Asbestos

Abatement and Demolition/Renovation Notification Form be submitted 10 working days before demolition or renovation activity begins, regardless of the ACM quantity. A copy of this report should accompany the Notification Form.

Recommendations

Category I and II Non-Friable ACM

Most non-friable ACM are not regulated unless they are in poor condition or are rendered friable by work practices during renovation or demolition. Category I and II non-friable materials can be left in place during demolition or renovation provided the work practices used will not make the material friable.

If non-friable ACM is left in place, work practices must be implemented to ensure the material is not made friable during renovation or demolition. Any activity that will result in the material being subject to sanding, grinding, cutting, abrading, or burning will cause the material to become subject to regulation.

The Pennsylvania Department of Labor and Industry and the ACHD requires that asbestos abatement be completed by certified contractors and licensed workers.

If ACM are not removed prior to demolition, the debris generated cannot be recycled, burned, or used as clean fill.

Quantification

Quantification of suspect asbestos-containing materials was conducted using visual estimation by a licensed asbestos inspector. This visual estimation was performed in accordance with generally accepted practices in the asbestos industry. These values are sufficiently accurate for the purpose of documenting the presence of asbestos within its space for the purpose of identifying abatement control conditions or for general policy considerations. Actual quantities may differ between visually estimated values and physical measurements.

Limitations/Qualifications

All physically and visually accessible areas of the facility were surveyed. This asbestos survey meets the requirements of the National Emissions Standard for Hazardous Air Pollutants (NESHAP) for a thorough

Asbestos Demolition inspection. The selection of sample locations and frequency is based upon the scope of services and EPA NESHAP and PADEP sampling protocols, our observations, and the assumption that like materials in the same areas are homogeneous. In the event that a portion of the building is inaccessible, such limitations are specifically identified in this report. Any system which presented a hazard to the survey team such as energized electrical systems or within confined spaces were not sampled. This report summarizes AGE’s evaluation of the conditions observed at the subject facility during the survey, our findings are based upon our observations and analysis of the samples obtained at the time of the survey.

Additional environmental hazards may exist at the facility that need to be removed prior to renovation/demolition. These materials potentially include Mercury Thermostats, Fluorescent Lights, PCB ballasts, and CFC refrigerants. Lead based paint has a high potential of being in this facility due to age.

Any conditions discovered which deviate from the data contained in this report should be presented to us for our evaluation. The findings contained herein have been prepared in general accordance with all

Federal, State, and Local regulations, as well as accepted professional practices as applied by similar professionals in the community at the time of its preparation.

Should you have any questions regarding the above presented information or if we may be of further assistance, please call me at (412) 278-5400.

Sincerely, Mark F. Shatlock

Allegheny Global Environmental, Inc.

Appendix I

Analytical Results

Job Number: MS-26-1335

Date Received: September 18, 2026

Date Analyzed: September 19, 2026

Analyzed By: Mark Shatlock Signature: Reviewed By: Diana Clayton

Samples are analyzed according to the U.S. EPA “Method for the Determination of Asbestos in Bulk Insulation Samples: EPA 600/R-93-116). Bulk sample report relates to only those items tested.

All samples are retained for 30 days. Tile, Vinyl, Foam, Plastic and Fine Powder samples may contain Asbestos fibers of such small diameter that these fibers may not be detected by PLM. Such samples should be analyzed by XRD, TEM or SEM for greater certainty of Asbestos content. *ND = no asbestos detected; Detection Limit <1 %, Reporting \limits: CVES = 1%, 400 Pt Ct = o.25%, 1000 Pt Ct = 0.1 %; "Present" or NVA = "No Visible Asbestos" are observations made during a qualitative analysis; NA = not analyzed; NA/PS = not analyzed/positive stop; Note: PLM is not consistently reliable in detecting asbestos in floor coverings and similar NOB materials. ND or Trace results by PLM are inconclusive. PLM report relates ONLY to the items tested. NVLAP 901003

NVLAP 901003

PLM Bulk Asbestos Laboratory Report Client: Allegheny County Economic Development

Koppers Building, 436 7th Avenue, Suite 500, Pittsburgh, PA 15219

Project: 1612 Trimble Avenue P.O.

Lab

I.D.

Client

I.D.

Client Location/Information Analyst Description Other Materials Present - Type and Percent

Asbestos Type and Percent

Asbestos

Present

091929 01 Wall/Ceiling White Plaster Skim Coat Gypsum, Opaques, Paint, Others 100% ND No

091930 01A Wall/Ceiling Grey Plaster Base Coat Hair, Cellulose, Quartz, Gypsum, Opaques, Others 100% ND No

091931 02 Wall/Ceiling White Plaster Skim Coat Gypsum, Opaques, Paint, Others 100% ND No

091932 02A Wall/Ceiling Grey Plaster Base Coat Hair, Cellulose, Quartz, Gypsum, Opaques, Others 100% ND No

091933 03 Wall/Ceiling White Plaster Skim Coat Gypsum, Opaques, Paint, Others 100% ND No

091934 03A Wall/Ceiling Grey Plaster Base Coat Hair, Cellulose, Quartz, Gypsum, Opaques, Others 100% ND No

091935 04 Wall/Ceiling White Plaster Skim Coat Gypsum, Opaques, Paint, Others 100% ND No

091936 04A Wall/Ceiling Grey Plaster Base Coat Hair, Cellulose, Quartz, Gypsum, Opaques, Others 100% ND No

091937 05 Wall/Ceiling White Plaster Skim Coat Gypsum, Opaques, Paint, Others 100% ND No

091938 05A Wall/Ceiling Grey Plaster Base Coat Hair, Cellulose, Quartz, Gypsum, Opaques, Others 100% ND No

091939 06 Entry White/Beige Spot Floor Tile Opaques, Others 100% ND No

091940 06A Entry Black Mastic Non-fibrous 100% ND No

091941 07 Entry White/Beige Spot Floor Tile Opaques, Others 100% ND No

091942 07A Entry Black Mastic Non-fibrous 100% ND No

091943 08 Kitchen Red Floor Tile Non-fibrous 100% ND No

091944 08A Kitchen Brown Mastic Non-fibrous 100% ND No

091945 09 Kitchen Red Floor Tile Non-fibrous 100% ND No

091946 09A Kitchen Brown Mastic Non-fibrous 100% ND No

091947 10 Kitchen Wall Light Tan Mastic Non-fibrous 100% ND No

091948 11 Kitchen Wall Light Tan Mastic Non-fibrous 100% ND No

091949 12 Door/Window Black Caulking Bitumen, Paint, Others 95% Chrysotile 5% Yes

091950 13 Siding Grey Transite CaCO3, Quartz, Opaques, Others 80% Chrysotile 20% Yes

091951 14 Roof Grey/Black Shingle Fiberglass, Bitumen, Opaques, Others 100% ND No

091952 14A Roof Black Roofing Paper Cellulose, Bitumen, Others 100% ND No

091953 15 Roof Grey/Black Shingle Fiberglass, Bitumen, Opaques, Others 100% ND No

091954 15A Roof Black Roofing Paper Cellulose, Bitumen, Others 100% ND No

Appendix II

Sample Summary Sheets

ASBESTOS SAMPLING SUMMARY FORM

CLIENT: ACED DATE: September 18, 2026

ADDRESS: 1612 Trimble Avenue, McKeesport, PA 15133

SAMPLED BY: Mark Shatlock (014956) & Charlie Bove (048871)

AGE JOB NO. MS-26-1335

SAMPLE

NUMBER

LOCATION MATERIAL QUANTITY ACM

01 Wall/Ceiling Plaster Skim Coat NA ND

01A Wall/Ceiling Plaster Base Coat NA ND

02 Wall/Ceiling Plaster Skim Coat NA ND

02A Wall/Ceiling Plaster Base Coat NA ND

03 Wall/Ceiling Plaster Skim Coat NA ND

03A Wall/Ceiling Plaster Base Coat NA ND

04 Wall/Ceiling Plaster Skim Coat NA ND

04A Wall/Ceiling Plaster Base Coat NA ND

05 Wall/Ceiling Plaster Skim Coat NA ND

05A Wall/Ceiling Plaster Base Coat NA ND

06 Entry Floor Tile NA ND

06A Entry Mastic NA ND

07 Entry Floor Tile NA ND

07A Entry Mastic NA ND

08 Kitchen Floor Tile NA ND

08A Kitchen Mastic NA ND

09 Kitchen Floor Tile NA ND

09A Kitchen Mastic NA ND

10 Kitchen Wall Wall Tile Mastic NA ND

11 Kitchen Wall Wall Tile Mastic NA ND

12 Door/Window Caulking 2 ft2 5%

13 Siding Transite 2,000 ft2 20%

14 Roof Shingle NA ND

14A Roof Roofing Paper NA ND

15 Roof Shingle NA ND

15A Roof Roofing Paper NA ND

ND: None Detected.

Asbestos Containing Material (ACM) is a material containing >1% asbestos by weight.

Appendix III

ACM Photographs mshatlock@aaglo.com Typewritten text Transite Siding

37 West Main Street

Carnegie PA 15106 412-278-5400 412-278-5404 Fax tseiler@aaglo.com

NESHAP Asbestos Demolition Survey Report

September 21, 2026

Site

1801 New York Avenue

McKeesport, PA 15133

Lot/Block Number: 465-A-095

Prepared for:

Allegheny County Economic Development

Koppers Building

436 Seventh Avenue, Suite 500

Pittsburgh, PA 15219

Introduction

On Friday September 18, 2026, a survey for Asbestos Containing Materials (ACM) was performed for

Allegheny County Economic Development for the structure located at 1801 New York Avenue, McKeesport, PA 15034. This survey was performed to identify and quantify any asbestos containing materials which will require abatement prior to the demolition of this structure. The survey was executed by Mark Shatlock (PA License 014956) and Charlie Bove (PA License 047781) of Allegheny Global

Environmental Inc. (AGE).

Facility Description

The building is a two-story frame structure with a partial basement. The date of construction is 1902.

Interior walls and ceilings are drywall or wood panel. Flooring surfaces include wood, floor tile, and concrete. The heating system is central heat. No suspect Thermal Systems Insulation (TSI) was observed.

The roof is asphalt shingle. The building is in poor physical condition.

Survey Procedures

Based upon visual and physical observations made during the survey of this facility, various materials were identified as Suspect Asbestos Containing Materials (SACM). Each SACM material was subsequently sampled and submitted for PLM Analysis to determine asbestos content. Both friable and non-friable

SACM were surveyed. Samples of each SACM were collected and submitted for PLM analysis to determine their asbestos content. All samples were sealed in plastic bags, given unique sample numbers, and logged with an appropriate chain of custody.

All asbestos sampling was conducted as a pre-demolition survey. All sampling protocol and analytical procedures were performed in general accordance with EPA guidelines. These protocols meet generally accepted industry standards for ACM testing. Any variations from EPA protocols were of a nature as to not materially affect the findings or conclusions of this survey.

Analytical Procedures

The collected asbestos samples were analyzed using Polarized Light Microscopy (PLM) in conjunction with dispersion staining techniques using EPA Method 600/R-93/116. The bulk laboratory analysis provided the asbestos content (positive or negative), percentage of asbestos, asbestos type and identification of other non-asbestos fibers. The samples were analyzed by AGE.

Survey Results

AGE collected eleven (11) bulk samples of suspect ACM. Based on the number of distinct material layers seventeen (17) samples were analyzed.

None of the materials which were sampled were determined to be ACM by PLM Analysis.

Recommendations

Based on the survey results, no ACM will be affected by the demolition of this structure. No asbestos abatement is indicated.

The Allegheny County Health Department (ACHD) requires a properly completed Asbestos Abatement and Demolition/Renovation Notification Form be submitted 10 working days before demolition or renovation activity begins, regardless of the ACM quantity. A copy of this report should accompany the

Notification Form.

Limitations/Qualifications

All physically and visually accessible areas of the facility were surveyed. This asbestos survey meets the requirements of the National Emissions Standard for Hazardous Air Pollutants (NESHAP) for a thorough

Asbestos Demolition inspection. The selection of sample locations and frequency is based upon the scope of services and EPA NESHAP and PADEP sampling protocols, our observations, and the assumption that like materials in the same areas are homogeneous. In the event that a portion of the building is inaccessible, such limitations are specifically identified in this report. Any system which presented a hazard to the survey team such as energized electrical systems or within confined spaces were not sampled. This report summarizes AGE’s evaluation of the conditions observed at the subject facility during the survey, our findings are based upon our observations and analysis of the samples obtained at the time of the survey.

Additional environmental hazards may exist at the facility that need to be removed prior to renovation/demolition. These materials potentially include Mercury Thermostats, Fluorescent Lights, PCB ballasts, and CFC refrigerants. Lead based paint has a high potential of being in this facility due to age.

Any conditions discovered which deviate from the data contained in this report should be presented to us for our evaluation. The findings contained herein have been prepared in general accordance with all

Federal, State, and Local regulations, as well as accepted professional practices as applied by similar professionals in the community at the time of its preparation.

Should you have any questions regarding the above presented information or if we may be of further assistance, please call me at (412) 278-5400.

Sincerely, Mark F. Shatlock

Allegheny Global Environmental, Inc.

Appendix I

Analytical Results

Job Number: MS-26-1335

Date Received: September 18, 2026

Date Analyzed: September 19, 2026

Analyzed By: Mark Shatlock Signature: Reviewed By: Diana Clayton

Samples are analyzed according to the U.S. EPA “Method for the Determination of Asbestos in Bulk Insulation Samples: EPA 600/R-93-116). Bulk sample report relates to only those items tested.

All samples are retained for 30 days. Tile, Vinyl, Foam, Plastic and Fine Powder samples may contain Asbestos fibers of such small diameter that these fibers may not be detected by PLM. Such samples should be analyzed by XRD, TEM or SEM for greater certainty of Asbestos content. *ND = no asbestos detected; Detection Limit <1 %, Reporting \limits: CVES = 1%, 400 Pt Ct = o.25%, 1000 Pt Ct = 0.1 %; "Present" or NVA = "No Visible Asbestos" are observations made during a qualitative analysis; NA = not analyzed; NA/PS = not analyzed/positive stop; Note: PLM is not consistently reliable in detecting asbestos in floor coverings and similar NOB materials. ND or Trace results by PLM are inconclusive. PLM report relates ONLY to the items tested. NVLAP 901003

NVLAP 901003

PLM Bulk Asbestos Laboratory Report Client: Allegheny County Economic Development

Koppers Building, 436 7th Avenue, Suite 500, Pittsburgh, PA 15219

Project: 1801 New York Avenue P.O.

Lab

I.D.

Client

I.D.

Client Location/Information Analyst Description Other Materials Present - Type and Percent

Asbestos Type and Percent

Asbestos

Present

091955 01 Wall White Plasterboard Cellulose, Gypsum, Opaques, Others 100% ND No

091956 02 Wall White Plasterboard Cellulose, Gypsum, Opaques, Others 100% ND No

091957 03 Wall White Plasterboard Cellulose, Gypsum, Opaques, Others 100% ND No

091958 04 Bathroom Off-white Floor Tile Opaques, Others 100% ND No

091959 04A Bathroom Yellow Adhesive Non=fibrous 100% ND No

091960 05 Bathroom Off-white Floor Tile Opaques, Others 100% ND No

091961 05A Bathroom Yellow Adhesive Non=fibrous 100% ND No

091962 06 Bedroom Tan Floor Tile Cellulose, Bitumen, Opaques, Others 100% ND No

091963 06A Bedroom Brown Mastic Non-fibrous 100% ND No

091964 07 Bedroom Tan Floor Tile Cellulose, Bitumen, Opaques, Others 100% ND No

091965 07A Bedroom Brown Mastic Non-fibrous 100% ND No

091966 08 Siding Light Grey Insulbrick Cellulose, Bitumen, Opaques, Others 100% ND No

091967 09 Siding Light Grey Insulbrick Cellulose, Bitumen, Opaques, Others 100% ND No

091968 10 Roof Light Grey Shingle Cellulose, Bitumen, Opaques, Others 100% ND No

091969 10A Roof Black Roofing Paper Cellulose, Bitumen, Others 100% ND No

091970 11 Roof Light Grey Shingle Cellulose, Bitumen, Opaques, Others 100% ND No

091971 11A Roof Black Roofing Paper Cellulose, Bitumen, Others 100% ND No

Appendix II

Sampling Summary Sheet

ASBESTOS SAMPLING SUMMARY FORM

CLIENT: ACED DATE: September 18, 2026

ADDRESS: 1801 New York Avenue, McKeesport, PA 15133

SAMPLED BY: Mark Shatlock (014956) & Charlie Bove (047781)

AGE JOB NO. MS-26-1335

SAMPLE

NUMBER

LOCATION MATERIAL QUANTITY ACM

01 Wall Drywall NA ND

02 Wall Drywall NA ND

03 Wall Drywall NA ND

04 Bathroom Floor Tile NA ND

04A Bathroom Mastic NA ND

05 Bathroom Floor Tile NA ND

05A Bathroom Mastic NA ND

06 Bedroom Floor Tile NA ND

06A Bedroom Mastic NA ND

07 Bedroom Floor Tile NA ND

07A Bedroom Mastic NA ND

08 Siding Insulbrick NA ND

09 Siding Insulbrick NA ND

10 Roof Shingle NA ND

10A Roof Roofing Paper NA ND

11 Roof Shingle NA ND

11A Roof Roofing Paper NA ND

ND: None Detected.

Asbestos Containing Material (ACM) is a material containing >1% asbestos by weight.