Warehouse Demolition Project Manual - Port KC

Warehouse Demolition Project Manual

Woodswether Terminal

Warehouse Demolition Project

Revision 0 January 27, 2017

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Port KC – Warehouse Demolition – Woodswether Terminal

January 27, 2017

DIVISION 00

CONTRACTING REQUIREMENTS

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January 27, 2017

Section 000006

Table of Contents

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January 27, 2017

TABLE OF CONTENTS

Page Page

DIVISION 00 – CONTRACTING REQUIREMENTS

Document

0 000006 Table of Contents 3 thru 6

0 002200 Instructions to Bidders 7 thru 10

0 004100 Bid Form 11 thru 12

DIVISION 01 – GENERAL REQUIREMENTS

0 Section 011100 Summary of Work 14 thru 16

0 Appendix

011100

Scope of Work Matrix 17 thru 19

0 Section 013100 Project Coordination and Meetings 20 thru 23

0 Section 013300 Submittals 24 thru 26

0 Section 013529 Safety and Emergency Response 27 thru 33

0 Section 014200 Definitions and Standards 34 thru 42

0 Section 015300 Temporary Barriers and Controls 43 thru 47

0 Section 015600 Temporary Utilities and Facilities 48 thru 54

0 Section 017800 Contract Closeout 55 thru 58

DIVISION 02 – EXISTING CONDITIONS

0 Section 024100 Demolition 60 thru 69

0 Section 025100 Materials and Waste Management 70 thru 78

0 Section 025500 Regulated and Hazardous Material

Transport

79 thru 82

0 Section 028200 Asbestos Abatement 83 thru 88

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CONTRACT DRAWINGS

Drawing No. Rev Drawing Title

1 Site Plan

2 Pictures

3 Pictures

4 Pictures

5 Pictures

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REFERENCE DOCUMENTS

Exhibit Title

A Phase I Pre-Demo Asbestos and Haz. Material Survey Report

B

Asbestos and Hazardous Materials Survey Report (dated 01/20/2017)

Port KC - As-Built Plans (dated 01/20/2017)(dated 01/12/1999)

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January 27, 2017

Section 002200

Instructions to Bidders

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January 27, 2017

SECTION 002200 – INSTRUCTIONS TO BIDDERS

1.0 DECLINATION TO BID

1.1 Immediately advise of intent to decline bidding, and please specify reasons for declination,

and return all Bid Documents to PORT KC.

2.0 GENERAL INFORMATION

2.1 Request For Proposal: Warehouse Building Demolition and Site Stabilization Project –

2.2 The Bid proposal solicited herein is for a contract to be awarded by PORT KC for

Construction Services as described in the attached bid documents. A sample PORT KC

Contract Agreement has been provided for reference for the Bidder.

2.3 Project General Description:

• Provide all labor, materials, and equipment required to provide the construction

services described within the approved plans and specifications.

2.4 These Instructions to Bidders shall govern the submission of Bid proposals. It is the

Bidder’s responsibility to read this entire document; review the Request for Proposal

(RFP) and all enclosures, attachments, and Bid Documents; and to comply with all

requirements specified herein. Proposals that do not conform to these instructions may be

considered as non-compliant or non-responsive.

2.5 In the event of a conflict between this Instructions to Bidders and the Request for Proposal

(RFP), the more stringent shall apply.

3.0 BID PRICING

3.1 Bidder's PRICE shall include all costs associated with providing and maintaining

insurance in accordance with PORT KC's Insurance Requirements as indicated by the

Contract Agreement attached.

3.2 Bidder shall include in its pricing all bonding requirements stipulated in the RFP.

3.3 Bidder shall NOT include sales and/or use taxes in its PRICE.

3.4 Bidder's PRICE shall include costs for setting up its equipment including all incidentals

required to safely operate and maintain equipment as required to accomplish the

intended task, and that may be required for stability of such equipment.

3.5 Bidder shall submit its proposal pricing utilizing PORT KC's Bid Form and Bid Price

Breakdown form.

3.6 Bid Pricing must be valid for sixty (60) days after the Bid Due Date.

4.0 BID DATES

4.1 RFP Issue: Monday, January 30, 2017

4.2 Pre-bid meeting at the terminal: Thursday, February 2, 2017 at 9 a.m. CST. This is

- Woodswether Terminal

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a mandatory meeting for all bidders.

4.3 Last date for questions or Requests for Information submitted to PORT KC regarding this

solicitation is: Tuesday, February 7, 2017 by 5:00 p.m. CST. Responses will be issued

to bidders no later than Wednesday, February 8, 2017 by 3:00 p.m. CST.

4.4 Bids Due: Friday, February 10, 2017 by 1:00 p.m. CST

4.4.1 Only bid submissions received on or before the bid due date and time will be

considered. Please advise immediately if unable to meet this requirement.

4.5 Bid Opening: Friday, February 10, 2017 at 1:30 p.m. CST

5.0 BID SUBMISSION

5.1 PORT KC is not responsible for any costs or expenses in preparing and/or submitting this

Bid proposal.

5.2 Bid submission must include, at a minimum, the following fully executed documents (see

also the Bid Documents section):

5.2.1 PORT KC’s Bid Form.

5.2.2 PORT KC’s Addenda Confirmation Form.

5.3 All Bidders must have previously submitted Qualification data acceptable to PORT KC

for their Bids to be accepted.

5.4 Should Bidder have any value-added proposals of ways to save costs, shorten schedule,

or otherwise make the project more successful, these should be included as additional line

items in their proposals, but the provided Bid Forms must be completed for the WORK as

specified.

6.0 CONTACTS

6.1 Should Bidder find discrepancies or omissions in the Bid Documents, or should their intent

be unclear or ambiguous, Bidder must notify PORT KC of issue in writing. PORT KC

will not be bound by, and Bidder must not rely on, any oral interpretations or clarifications

of the Bid Documents.

6.2 Any and all bid questions shall be submitted to [email protected].

7.0 SUPPLEMENTAL INFORMATION FOR BIDDERS

7.1 Terms utilized in this Instructions to Bidders and Bid Documents shall be as commonly

defined or the meaning specifically assigned in any Bid Document.

7.2 All Bid Documents received as part of this bid solicitation are the sole property of PORT

KC and are intended solely for the WORK proposed herein.

7.3 No license or grant for any other use of the Bid Documents is extended.

8.0 MILESTONE SCHEDULE

8.1 Anticipated Notice To Proceed: Wednesday, February 22, 2017

8.2 Contractor shall coordinate all activities with site operator to minimize impact to PORT

KC ongoing operations.

8.3 Demolition complete and Port KC property cleared of all debris on or before April 30,

Monday, February 6, 2017

2017.

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9.0 REJECTION OF BIDS

9.1 PORT KC reserves the right to reject any or all Bids, waive any formality in bidding or

award only selected portions of the WORK.

9.2 By submitting a Bid proposal, Bidder acknowledges and agrees that PORT KC can reject

work for the reasons noted, or any reason, and that Bidder shall not seek any recourse of

any kind against PORT KC due to rejections.

10.0 EXCEPTIONS TO BID

10.1 The base Bid shall conform in all respects with the Request for Proposal (RFP).

10.2 Notices of discrepancies, omissions or clarifications must be in writing.

10.3 Alternate proposal(s) may be offered for PORT KC’s consideration, provided the

requested base WORK Bid proposal is submitted and all deviations or exceptions are

separately listed for the Alternate Bid Proposal.

10.4 Price(s) may be offered for PORT KC’s consideration, based upon lower-tier

subcontracting any or all portions of the WORK, provided that the bid proposal gives the

names and locations of each lower-tier subcontractor and a complete description of

WORK to be sub-subcontracted.

END OF SECTION 002200

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Section 004100

Bid Form

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January 27, 2017

SECTION 004100 – BID FORM

NOTE: For Iinvitations for Bids, the terms "Offer" and "Offeror" shall mean "Bid" and " Bidder" respectively; and for Requests for Proposal, the terms "Bid" and "Bidder"

shall mean Offer and "Offeror", respectively, in this solicitation and any associated exhibits. Bids must be submitted on all quantities specified on this schedule.

NAME & TITLE OF OFFEROR'S REPRESENTATIVE: __________________________________________________________________________________________ (print or type)

NAME OF OFFEROR: ________________________________________________________________________________________________________________ (print or type)

SIGNATURE: _________________________________________________________________________________________________ DATE: _______/_______/________

ITEM

NO.DESCRIPTION UNIT

QTY

(EST.)

UNIT PRICE

$

EXTENDED PRICE

$

001 Demolish and Remove Existing Warehouse Building Structure LS 1

SUBTOTAL

MOBILITATION

PERFORMANCE AND PAYMENT BOND

TOTAL BID

Port KC - Woodswether Terminal

Warehouse Demolition and Removal

BID SCHEDULE

The Offeror is required to Sign and Date Each Page of the Schedule

Submit All Pages with the Offer

MOBILIZATION

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January 27, 2017

DIVISION 01

GENERAL

REQUIREMENTS

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January 27, 2017

Section 011100

Summary of Work

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January 27, 2017

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 011100 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. The Port Authority of Kansas City (Port KC) is seeking qualified contractors to demolish

and remove an abandoned warehouse at their Woodswether Terminal located at 400 State

Street, Kansas City, Missouri.

B. The Work consists of the environmental remediation, asbestos abatement,

decommissioning, and demolition of all building components, foundations, associated

equipment, and all required civil Works necessary to completely remove the building and

associated elements from the site.

1.2 SITE DESCRIPTION

A. The Work includes asbestos abatement, removal and disposal of regulated materials

including universal wastes. The Work consists of demolition and complete removal of an

old warehouse structure that has not been in service for many years. Items to be

demolished and removed or otherwise noted include, but are not limited to the following:

1. Warehouse building structure with an approximate area of 28,000 square feet. The

entire building structure and miscellaneous attachments from the concrete

floor/foundation up shall to be removed.

2. The elevated concrete floor slab/foundation shall be demolished and completely

removed. The concrete piers shall not be demolished and shall remain in place.

Cut all concrete piers to a height 2 feet below the existing surrounding grade. All

reinforcing steel shall be cut flush with the final top of concrete pier.

3. All mechanical and electrical equipment associated with the building.

4. Structural steel to an elevation 2 feet below the existing surrounding grade.

5. Below grade conveyor structure and all associated mechanical and electrical

equipment.

6. All underground utility lines within 5 feet of building footprint.

7. Remove all existing debris under the elevated floor slab.

B. Several items will remain as part of the Work (See Contract Drawings) including the

following:

1. Railroad tracks beyond 5 feet from building footprint.

2. Pavement beyond 5 feet from building footprint.

3. Active and charged water lines and fire hydrants shall be protected in place.

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3. Active and charged water lines and fire hydrants shall be protected in place.

1.3 SITE LIMITATIONS

A. The Port KC Woodswether Terminal is located within the flight path of the Charles B

Wheeler Downtown Airport and has a crane height restriction for the entire property. .

Port KC has an FAA approved crane permit on file with the airport for the entire

Woodwether Terminal property for any type of crane as long as it does not exceed a

height of 70 feet above exiting ground. The contractor shall conduct all Work in

accordance with this permit.

1.4 UNIT PRICE

A. Contractor included unit prices for additional services as outlined in the Bid Form and

Schedule of Values. These unit prices include all labor, materials, equipment, permitting,

transportation and disposal fees (if applicable), etc. to complete the activity based on the

unit identified.

1.5 SCRAP CREDIT

A. No scrap credit is requested for this project.

1.6 CODES AND STANDARDS

A. All Work and Services provided in the Project shall be in accordance with Applicable

Law.

PART 2 - PRODUCTS - NOT APPLICABLE.

PART 3 - EXECUTION - NOT APPLICABLE


4. Overhead electric power lines serving adjacent storage dome structure.

existing ground.

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Appendix 011100

Scope of Work Matrix

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APPENDIX 011100 – SCOPE OF WORK MATRIX

This list is not intended to be an all-inclusive list of the Contractor’s Work. Contractor is

responsible for following the specifications and requirements outlined throughout the

Contract Documents.

Notes:

1. “Removal” shall include proper handling, storage, transportation and disposal.

WORK DESCRIPTION

Responsibility

By

Owner

By

Contractor

1.

Relocation of existing electric service to warehouse

building and adjacent buildings.

◆

5. De-energization of all electrical power to warehouse

prior to any structural demolition work. ◆

6.

Confirmation of electrical system de- energization from

warehouse prior to any demolition work.

◆

10. Removal of all building and exterior light fixture ballasts

and bulbs (i.e., universal wastes).

◆

11. Removal of all light poles and foundations connected to

or associated with warehouse.

◆

12. Removal of mercury containing circuitry including relay

panels, switches, etc.

◆

13. Removal of any remaining office equipment and

supplies not removed by Owner.

◆

14.

Removal of all chemical containers, chemical and oil

drums, totes, compressed gas cylinders and other like

◆

Contact utility companies to shut off all active utilities

serving warehouse building.

◆

16.

Cut to grade, cap and abandon in place all below ground

utilities within 5 feet of building footprint.

◆

17. Removal of any remaining maintenance tools and tool

racks not removed by Owner.

◆

18.

Removal of all remaining bulk and piece maintenance

materials (flat stock, pipe, cable, etc.) and material racks

◆

22. Removal of all mechanical equipment to existing

surrounding grade.

◆

23.

Removal of all above-ground electrical equipment and

cabling, and aboveground raceways, unless otherwise

stated herein. Confirm system de- energization by

Owner prior to removal.

◆

APPENDIX 011100 – SCOPE OF WORK MATRIX

This list is not intended to be an all-inclusive list of the Contractor’s Work. Contractor is

responsible for following the specifications and requirements outlined throughout the

Contract Documents.

Notes:

1. “Removal” shall include proper handling, storage, transportation and disposal.

WORK DESCRIPTION

Responsibility

By

Owner

By

Contractor

1. Relocation of existing electric service to warehouse

building and adjacent buildings.

◆

2. De-energization of all electrical power to warehouse

prior to any structural demolition work. ◆

3. Obtain demolition permit from KCMO. Obtain othe

permits required to progress work as needed.

◆

4. Confirmation of electrical system de- energization from

warehouse prior to any demolition work.

◆

5. Removal of all building and exterior light fixture ballasts

and bulbs (i.e., universal wastes).

◆

6. Removal of all light poles and foundations connected to

or associated with warehouse.

◆

7. Removal of mercury containing circuitry including relay

panels, switches, etc.

◆

8. Removal of any remaining office equipment and

supplies not removed by Owner.

◆

9. Removal of all chemical containers, chemical and oil

drums, totes, compressed gas cylinders and other like

containers prior to Work.

◆

10. Contact utility companies to shut off all active utilities

serving warehouse building.

◆

11. Cut to grade, cap and abandon in place all below ground

utilities within 5 feet of building footprint.

◆

12. Removal of any remaining maintenance tools and tool

racks not removed by Owner.

◆

13. Removal of all remaining bulk and piece maintenance

materials and material racks not removed by Owner.

◆

14. Removal of all mechanical equipment to existing

surrounding grade.

◆

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WORK DESCRIPTION

Responsibility

By

Owner

By

Contractor

24.

Removal of all control equipment, panels, monitors,

instruments, instrument cabling, and raceways.

◆

25.

Removal of all above-ground piping, plumbing piping

and fixtures, tubing, insulation and supports.

◆

27.

Removal of all architectural elements (roofing, siding,

windows, doors, door hardware, window and door

frames, etc.).

◆

28. Removal of all structural steel from buildings, structures,

etc.

◆

29. Removal of all fixed lift devices (elevators, cranes, crane

rails, trolley beams, loading dock lifts, hydraulics, etc.).

◆

30.

Removal of existing above-grade exterior slabs,

footings, and supports within the Work limits to match

the existing surrounding grade.

◆

31. Removal of existing interior equipment pedestals,

equipment containment structures, containment curbs, in

◆

32.

Removal and proper disposal of non-concrete building

walls and vertical building partitions above the existing

lowest slabs inside all buildings within the Work limits.

◆

36.

Removal of all Regulated Materials (e.g., mercury;

universal wastes; PCB impacted paints, caulk, oils, lead

impacted soils, oil impacted soils, etc.) present at the

◆

37. Prepare Stormwater Pollution Prevention plan and

obtain a construction stormwater permit, as necessary

◆

38.

Meet requirements of the Construction Storm Water

Permit and Storm Water Pollution Prevention Plan

(SWPPP).

◆

39. Responsibility for project site security and safety during

the Work.

◆

END OF APPENDIX 011100

WORK DESCRIPTION

Responsibility

By

Owner

By

Contractor

15. Removal of all above-ground electrical equipment and

cabling, and aboveground raceways, unless otherwise

stated herein. Confirm system de- energization by

Owner prior to removal.

◆

16. Removal of all control equipment, panels, monitors,

instruments, instrument cabling, and raceways.

◆

17. Removal of all above-ground piping, plumbing piping

and fixtures, tubing, insulation and supports.

◆

18. Removal of all architectural elements (roofing, siding,

windows, doors, door hardware, window and door

frames, etc.).

◆

19. Removal of all structural steel from buildings, structures,

etc.

◆

20. Removal of all fixed lift devices (elevators, cranes, crane

rails, trolley beams, loading dock lifts, hydraulics, etc.).

◆

21. Removal of existing above-grade exterior slabs,

footings, and supports within the Work limits to match

the existing surrounding grade.

◆

22. Removal of existing interior equipment, equipment

containment structures, containment curbs or walls

within building or below floor/foundation.

◆

23. Removal and proper disposal of concrete building

floor/foundation.

◆

24. Removal of all Regulated Materials (e.g., mercury;

universal wastes; PCB impacted paints, caulk, oils, lead

impacted soils, oil impacted soils, etc.).

◆

25. Prepare Stormwater Pollution Prevention plan and

obtain a construction stormwater permit, as necessary.

◆

26. Meet requirements of the Construction Storm Water

Permit and Storm Water Pollution Prevention Plan

(SWPPP).

◆

27. Responsibility for project site security and safety during

the Work.

◆

END OF APPENDIX 011100

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Section 013100

Project Coordination

and Meetings

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SECTION 013100 - PROJECT COORDINATION AND MEETINGS

PART 1 - GENERAL

1.01 SUMMARY

A. This Section includes administrative provisions for coordinating construction

operations on Project including, but not limited to, the following:

1. Project meetings.

2. Requests for information (RFIs).

B. Related Work Specified Elsewhere:

1. For preparing and submitting Contractor's construction Progress Schedule:

SECTION 013200.

2. For Submittal Requirements: SECTION 013300.

3. For coordinating closeout of the Contract: SECTION 017800.

1.2 DEFINITIONS

A. The meanings for all defined terms are identified in Section 014200.

1.3 PROJECT MEETINGS

A. Pre-Demolition Conference:

1. Owner’s Representative will conduct a meeting prior to Mobilization and

within 10 Days after the Notice to Proceed date, to review items stated in

the following agenda and to establish a working understanding between the

parties as to their relationships during performance of the Work.

2. Pre-Demolition conference shall be attended by:

a. Representative(s) of Contractor including Contractor’s Superintendent

and Site Safety Officer.

b. Representative(s) of Owner.

c. At Owner's option, representatives of principal Subcontractors and

Suppliers.

3. Meeting Agenda:

a. Construction Schedules.

b. Sequencing of Critical Path Activities.

c. Designation of Key Personnel and their duties; lines of communication.

d. Demolition Permit

e. Environmental Compliance.

f. Utility coordination, turn off, and procedures for disconnect.

g. Health and Safety, first-aid.

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h. Procedures for testing.

i. Temporary utilities.

j. Traffic Control.

k. Security.

l. Disposal site and approved permit.

m. Deliveries of Equipment and Materials.

4. Location of Meeting: Port KC offices.

5. Reporting:

a. Within three working days after the meeting, the Owner’s

Representative will prepare and distribute minutes of the meeting to

Owner and Contractor.

b. Contractor shall provide copies to Subcontractors and major Suppliers.

B. Construction Progress Meetings:

1. Contractor will at a minimum conduct weekly site meetings and at other times

as requested by Owner to discuss progress. Representatives of Owner and

Contractor shall be present at each meeting. With Owner's and Owner’s

Representative’s concurrence, Contractor may request attendance by

representatives of Subcontractors, Suppliers, or other entities concerned

with current program or involved with planning, coordination, or

performance of future Activities. Owner or Owner’s Representative may

request participation by Subcontractors, Suppliers or others to participate in

these meetings. All participants in the meeting shall be familiar with the

Project and authorized to conclude matters relating to the Work.

2. Contractor and each Subcontractor represented shall be prepared to discuss

the current construction progress report and any anticipated future changes

to the Schedule. Each Subcontractor shall comment on the Schedules of

Contractor and other Subcontractors and advise if their current progress or

anticipated Activities are compatible with that Subcontractor's Work.

3. Meeting Agenda:

a. Review of construction progress since previous meeting.

b. Field observations, interface requirements, conflicts.

c. Issues which may impede construction Schedule.

d. Hours of Work.

e. Hazards and risks.

f. Environmental report (waste characterization, permitting, transport,

disposal)

g. Housekeeping.

h. Corrective measures and procedures to regain construction Schedule if

necessary.

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PART 3 - EXECUTION - NOT APPLICABLE.


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Section 013300

Submittals

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SECTION 013300 – SUBMITTALS

PART 1 - GENERAL

1.1 PRE-WORK SUBMITTALS

A. Contractor shall issue the following submittals to, and ensure ample review time for,

Owner and Owner’s Representative.

Submittal

After Notice of

Award. Pre-

Mobilization

After Notice to

Proceed. Prior

to Start of Work

Site-Specific Health and Safety Plan (the “Safety

Plan”) ✓

Execution Plan / Permit Requirements

(Applications, Work Plans etc.) ✓

Spill Control Plan ✓

SWPPP Implementation Plan ✓

Dust Control Plan ✓

Dewatering Plan ✓

Traffic and track-out Control Plans ✓

Permits and Notifications ✓

Emergency Plan ✓

Waste Management Plan ✓

Safety Data Sheets (SDS) ✓

Project Schedule ✓

Executed Contract including Schedule of Values ✓

Performance and Payment Bond ✓

Certificate of Insurance ✓

1.2 WORK SUBMITTALS

A. Contractor shall issue the following submittals to Owner and Owner’s Representative

during the Work.

Submittal

After Notice of

Award. Pre-

Mobilization

After Notice to

Proceed. Prior

to Start of Work

Site-Specific Health and Safety Plan (the “Safety

Plan”) ✓

Execution Plan (Demolition Plan, HazMat /

Asbestos Abatement Plan), including Permit

Requirements (Applications, Work Plans etc.)

✓

Spill Control Plan ✓

SWPPP Implementation Plan ✓

Dust Control Plan ✓

Dewatering Plan ✓

Traffic and track-out Control Plans ✓

Permits and Notifications ✓

Emergency Plan ✓

Waste Management Plan ✓

Safety Data Sheets (SDS) ✓

Project Schedule ✓

Executed Contract including Schedule of Values ✓

Performance and Payment Bond ✓

Certificate of Insurance ✓

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1. Waste Management Records including results of waste characterization (as

received)

2. Progress Schedules (weekly)

3. Agency Inspection Records (as received)

4. SWPPP reporting requirements (weekly)


PART 3 - EXECUTION - NOT APPLICABLE.


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Section 013529

Safety and Emergency

Response

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SECTION 013529 – SAFETY AND EMERGENCY RESPONSE

PART 1 - GENERAL

1.1 GENERAL REQUIREMENTS

A. This Section addresses special procedures and requirements that shall be followed

for protection of health and safety of persons at the Project Site.

B. Contractor is responsible for site health & safety of its personnel and those of its

subcontractors. Owner or Owner’s Representative(s) are not responsible for health

and safety at the site.

C. Health and safety requirements established in this Section are based on Site

conditions anticipated from available Site data.

1. Procedures are intended for Work activities including, but not limited to:

a. Asbestos Abatement.

b. Scaffolding (if necessary)

c. Ladders.

d. Work on roofs

e. Demolition

f. Backfilling

g. Confined Space

2. Contractor shall be responsible for reviewing and revising their safety

program based on actual conditions encountered at the Site and to conform

with all applicable laws and regulations.

D. Before Work at the Site proceeds, all personnel involved in performing Work

activities shall read, understand, and sign the Site Health and Safety Plan (SHSP)

prepared by Contractor.

1.2 SUBMITTALS

A. Submit as specified in SECTION 013300.

B. Submittals shall include, but are not limited to:

1. Site health and safety plan (SHSP).

2. Personnel certificates of training.

3. Asbestos abatement license for Contractor

4. Daily logs of air monitoring.

5. Site entry register.

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1.3 SITE HEALTH AND SAFETY PLAN

A. General: Contractor shall prepare and submit a Site Health and Safety Plan (SHSP)

to Owner and Owner’s Representative. Contractor shall be responsible for the

safety and health of its staff and that of its Subcontractors. Owner and Owner’s

Representative will not be responsible for approving Contractor’s SHSP. Owner

and Owner’s Representative shall be notified in writing and consulted before any

changes to SHSP are implemented. Contractor shall include at a minimum the

items described in the following paragraphs.

B. Key Personnel:

1. Contractor shall designate a full-time onsite health and safety representative

(HSR) who will be responsible for the compliance to the SHSP including,

but not limited to the following activities:

a. Monitor workers’ breathing zone and periodically at the Site for

combustible gases, dusts, asbestos.

b. Oversee all operations at the Site.

c. Maintain proper medical surveillance.

d. Provide hazard communications to personnel at the Site.

e. Train personnel in safe operating procedures.

f. Advise Contractor on health and safety matters.

2. The SHSP shall name the HSR and an alternate, with necessary contact

information prior to the start of any onsite activities.

3. The HSR shall be a Certified Safety Professional (CSP) or Associate Safety

Professional (ASP) with a minimum of 3 years of experience with similar

projects.

4. The HSR shall not have any other responsibilities at the site and be

dedicated to the management of safety for Contractor.

5. The HSR identified in the proposal shall not be replaced without written

authorization of Owner or Owner’s Representative. Contractor shall

provide a minimum of 48 hour notice with documentation that the

replacement will meet the minimum standards identified above.

C. Health Risk Analysis: Contractor shall develop a health risk analysis to include all

hazards which may be encountered during the project.

D. Training Requirements:

1. General: Contractor shall provide training for personnel, including

supervisors, observers, and workers active on the Site. Training in safety

precautions, procedures, and personal protective equipment shall comply

with at a minimum, but not be limited to:

a. 29 CFR 1910.120 (e) – Hazardous Waste Operations and Emergency

Response-Training.

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b. 29 CFR 1910.146 – Permit-required confined spaces.

c. 29 CFR 1910.1200 – Hazard communication.

d. 29 CFR 1910.1001 – Asbestos

e. 29 CFR 1926 - OSHA Standards for the Construction Industry

f. 29 CFR 1926.59 - OSHA Hazard Communication Standard for

Construction Industry

g. Any other requirements not listed to conduct the work in accordance

with all Applicable Laws and Regulations.

2. Health and Safety Training: Prior to commencement of Work activities,

health and safety training shall be conducted by the HSR to review pertinent

sections of the SHSP.

a. All workers shall attend.

b. Personnel not attending shall be given a similar pre-Work orientation

individually or in groups by the HSR.

c. If a significant change in on-Site operations occurs during Work

activities, another Site-specific training session shall be given.

d. A record of training and attendance shall be provided in the Project

safety log.

3. Training Certification: Contractor shall submit copies of current training

certifications for all Project personnel to Owner and Owner’s

Representative prior to entry onto the Work Site.

4. Site Visitors: A visitor seeking entry into an exclusion zone or

contamination reduction zone on Site shall present documents of current

health and safety training and medical surveillance

examination/certification equivalent to that required for on-Site Work.

a. HSR shall provide orientation on relevant sections of the SHSP.

E. Personal Protective Equipment:

1. Contractor shall include in SHSP all personal protective equipment (PPE)

anticipated for use on Site according to level of protection indicated by

health risk analysis.

2. Level D with high visibility safety vest shall be the minimum level of

protection set for Site operations.

F. Site Security and Control:

1. Include procedures for Site security and control in SHSP.

2. Indicate Site exclusion and contamination reduction zone boundaries in

SHSP.

3. Provide register log form for entering and leaving the Site.

G. Contingency Plan:

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1. SHSP shall include a contingency plan for health and safety emergencies.

2. This plan shall incorporate any Site-specific or Owner-specific

requirements.

3. A copy of the contingency plan shall remain on-Site, signed by and

available for review by all personnel.

H. Standard Operating Procedures:

1. Contractor shall be familiar with and include in SHSP Owner’s standard

operating procedures (SOP) relevant to Work activities performed on Site.

PART 2 - PRODUCTS

2.1 PERSONAL PROTECTIVE EQUIPMENT

A. Level of Protection. Contractor shall include in SHSP all personal protective

equipment (PPE) anticipated for use on Site.

1. Level D Protection: Work activities shall be conducted with a minimum of

Level D protection indicated below. Contractor is responsible for

identification and providing additional protective equipment as deemed

necessary based on the identified hazards at the site. Level D protection

shall at a minimum consist of:

a. Work boots with steel toe and steel shank.

b. Hard hat.

c. Safety glasses

d. Safety vest

2.2 FIRST AID PROVISIONS AND EMERGENCY EQUIPMENT

A. Fire Extinguishers: Type and number of fire extinguishers shall be determined by

Contractor in accordance with Applicable Laws and regulations and submitted as

part of the SHSP. Inspection and maintenance shall be the responsibility of

Contractor. Other fire stations equipped with the appropriate type and size of fire

extinguishers shall be established by Contractor as needed. These stations shall be

clearly marked and identified in the SHSP. All combustible or flammable

materials used onsite shall be stored in Underwriter’s Laboratory (UL) listed

and/or Factory Mutual (FM) approved containers.

B. Contractor shall arrange for local emergency rescue support (i.e. local fire

department) or provide any and all emergency rescue equipment, such as safety

harness and lifeline, and/or basket stretcher that is required to rescue an individual

from an excavation cave-in and/or confined space.

PART 3 - EXECUTION

3.1 SITE SECURITY AND CONTROL

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A. Work Zones:

1. An exclusion zone for Work activities shall be established by the HSR.

2. Both zones shall be clearly delineated with the use of barrier tape or snow

fencing.

3. Contractor’s Site office, parking area, and other support operations shall be

located outside the exclusion zone.

4. Any changes in the exclusion zone shall be presented in a written SHSP

amendment by the HSR to Owner and Owner’s Representative for approval.

5. Boundaries of the exclusion and contaminated reduction zones shall be

clearly posted by Contractor.

B. Site Register: Contractor shall maintain a register of all personnel visiting,

entering, or working (on the Site) (in the exclusion zone).

C. Contractor is responsbile for securing Work Zone and Site office from

tresspassers.

D. Contractor shall coordinate with Owner and Owner’s Representative to provide

access as necessary for parties involved in other projects on the site, if any.

E. Signs: Before Site operations begin, Contractor shall post signs at the perimeter

of the exclusion zone stating:

DEMOLITION AREA – KEEP OUT

DANGER – NO SMOKING

AUTHORIZED PERSONNEL ONLY

1. Signs shall be printed in bold large letters on contrasting backgrounds.

2. Signs shall be visible from all points, where entry might occur and at such

distances from the restricted area that personnel may read the signs and take

necessary protective steps before entering.

3.2 CONTINGENCY PLAN

A. The following part of the SHSP shall be posted in Site construction office trailers,

kept in all Site vehicles, and provided to supervisory personnel on Site.

1. Emergency Action – Standard Operating Procedures:

a. Name, address, and telephone number of the nearest medical treatment

facility shall be conspicuously posted. A map and direction for locating

the facility, plus the travel time, shall be readily available.

b. If the facility lacks toxicological capability, arrangements shall be

made for consultant services.

c. Arrangements to quickly obtain ambulance, emergency, fire, and

police services. Telephone numbers and procedures for obtaining these

services shall be conspicuously posted.

d. Prior to mobilization at the Site, personal contact shall be made with

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emergency room personnel, the poison control center, and the local fire

department and police. If outside of an established town, contact shall

be made with county officials and local emergency services.

e. An eye wash kit and first aid equipment shall be readily available on

Site. Personnel shall have first aid and medical emergency training.

f. Sufficient water and/or dry chemical fire extinguisher and neutralizing

agents shall be maintained on Site to cope with any situation until

emergency services can arrive.

2. Medical Emergencies

a. For any person who becomes ill or injured on Site and the injury or

illness is minor, follow the requirements of the Site Health & Safety

Plan.

b. The SHSP shall outline how decontamination will occur should a

medical emergency arise in the containment area.

3. Site-Specific Information: The following shall be provided on a Site-

specific basis:

a. Nearest Hospital:

Name.

Address.

Phone number.

Directions from the Site (map attached).

b. Nearest Fire Department:

Phone number.

c. Facility Contact:

Phone number.

d. Other emergency contacts.

3.3 CONFINED SPACE

A. Confined Space: As part of the SHSP, Contractor shall identify all tasks that shall

be considered confined space entry (e.g., entrance into manholes, buildings and

trenches), any procedure for entry into these spaces (i.e., air testing), and permit

requirements.


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Section 014200

Definitions and

Standards

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SECTION 014200 - DEFINITIONS AND STANDARDS

PART 1 - GENERAL

1.1 SPECIFICATION FORMAT AND CONTENT EXPLANATIONS:

A. Specification Format: The Specifications are organized into Divisions and

Sections based on the Construction Specifications Institute's (CSI) Section Format

and Master Format numbering system. Some portions may not fully comply and

no particular significance will be attached to such compliance or noncompliance.

1. Divisions and Sections: For convenience, a basic unit of Specification text

is a "Section," each unit of which is numbered and named. These are

organized with related Sections, into "Divisions," which are recognized as

the present industry consensus on uniform organization and sequencing of

Specifications. The Section title is not intended to limit meaning or content

of Section, or to be fully descriptive of requirements specified therein, or to

be an integral part of text.

2. Section Numbering: Used for identification and to facilitate cross-

references in Contract Documents. Sections are placed in numeric

sequence; however, numbering sequence is not complete, and listing of

Sections in Table of Contents at beginning of the Project Manual must be

consulted to determine numbers and names of Specification Sections in

these Contract Documents.

3. Page Numbering: Numbered independently for each Section. Section

number is shown with page number at bottom of each page, to facilitate

location of text.

4. Parts: Each Section of Specifications generally has been subdivided into

three basic "parts" for uniformity and convenience (PART 1 - GENERAL,

PART 2 - PRODUCTS, and PART 3 - EXECUTION). These "Parts" do not

limit the meaning of text within. Some Sections may not contain all three

"Parts" when some are not applicable, or may contain more than three

"Parts" to add clarity to organization of Section.

5. Underscoring of Titles: Used strictly to assist reader of Specification in

scanning text for key words in content. No emphasis on or relative

importance is intended except where underscoring may be used in body of

text to emphasize a duty, critical requirement, or similar situation.

6. 6. Project Identification: Project file number and identification are recorded

at bottom of each page of Specifications to minimize possible misuse of

Specifications, or confusion with other Project Specifications.

B. Specification Content:

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1. These Specifications apply certain conventions in the use of language and

the intended meaning of certain terms, words, and phrases when used in

particular situations or circumstances. These conventions are explained as

follows:

a. Imperative and Streamlined Language: These Specifications are

written in imperative and abbreviated form. This imperative language

of the technical Sections is directed at Contractor, unless specifically

noted otherwise. Incomplete sentences shall be completed by inserting

"shall," " Contractor shall," and "shall be," and similar mandatory

phrases by inference in the same manner as they are applied to notes

on the Drawings. The words "shall be" shall be supplied by inference

where a colon (:) is used within sentences or phrases. Except as worded

to the contrary, fulfill (perform) all indicated requirements whether

stated imperatively or otherwise.

b. Specifying Methods: The techniques or methods of specifying

requirements varies throughout text, and may include "prescriptive,"

"compliance with standards," "performance," "proprietary," or a

combination of these. The method used for specifying one unit of Work

has no bearing on requirements for another unit of Work.

c. Overlapping and Conflicting Requirements: Where compliance with

two or more industry standards or sets of requirements is specified, and

overlapping of those different standards or requirements establishes

different or conflicting minimums or levels of quality, notify Owner’s

Representative in writing for a decision, which Owner’s Representative

will render in writing within a reasonable time.

d. Abbreviations: Throughout the Contract Documents are abbreviations

implying words and meanings which shall be appropriately interpreted.

Specific abbreviations have been established, principally for lengthy

technical terminology and in conjunction with coordination of

Specification requirements with notations on Drawings and in

Schedules. These are normally defined at first instance of use.

Organizational and association names and titles of general standards

are also abbreviated.

C. Assignment of Specialists: In certain instances, Specification text requires that

specific Work be assigned to specialists in the operations to be performed. These

specialists shall be engaged for performance of those units of Work, and

assignments are requirements over which Contractor has no choice or option.

These assignments shall not be confused with, and are not intended to interfere

with, enforcement of building codes and similar regulations governing the Work,

local trade and union jurisdictions, and similar conventions. Nevertheless, final

responsibility for fulfillment of Contract requirements remains with Contractor.

D. Trades: Except as otherwise specified or indicated, the use of titles such

as "carpentry" in Specification text, implies neither that the Work must be

performed by an accredited or unionized tradesperson of corresponding generic

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name (such as "carpenter"), nor that specified requirements apply exclusively to

work by tradespersons of that corresponding generic name.

1.2 DRAWING SYMBOLS:

A. Except as otherwise indicated, graphic symbols used on Drawings are those

symbols recognized in the construction industry for purposes indicated. Refer

instances of uncertainty to Owner’s Representative for clarification.

1.3 INDUSTRY STANDARDS:

A. A. Applicability of Standards: Except where the Contract Documents include

more stringent requirements, applicable construction industry standards have the

same force and effect as if bound or copied directly into the Contract Documents.

Such standards are made a part of the Contract Documents by reference and are

stated in each Section.

1. Referenced standards, referenced directly in Contract Documents or by

governing regulations, have precedence over non-referenced standards

which are recognized in industry for applicability to the Work.

2. Where compliance with an industry standard is required, the latest standard

in effect at time of opening Bids shall govern.

3. Where an applicable code or standard has been revised and reissued after

the effective date of the Contract and before performance of Work affected

by the revision, Owner’s Representative will decide whether to issue a

Change Order to proceed with the revised standard.

4. In every instance the quantity or quality level shown or specified shall be

the minimum to be provided or performed. The actual installation may

comply exactly, within specified tolerances, with the minimum quantity or

quality specified, or it may exceed that minimum within reasonable limits.

In complying with these requirements, indicated numeric values are

minimum or maximum values, as noted, or appropriate for the context of

the requirements. Refer instances of uncertainty to Owner’s Representative

for a decision before proceeding.

5. Each entity engaged in construction on the Project is required to be familiar

with industry standards applicable to that entity's construction Activity.

Copies of applicable standards are not bound with the Contract Documents.

a. Where copies of standards are needed for performance of a required

construction Activity, Contractor shall obtain copies directly from the

publication source.

B. Abbreviations and Names: Trade association names and titles of general standards

are frequently abbreviated. Where such acronyms or abbreviations are used in the

Specifications or other Contract Documents, they mean the recognized name of

the trade association, standards generating organization, authority having

jurisdiction, or other entity applicable to the context of the text provision.

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1.4 DEFINED TERMS

A. Wherever used in the Bidding Requirements or Contract Documents and printed

with initial capital letters, whether singular or plural thereof, all such terms shall

have the meaning provided in Section 1 of the Decommissioning and Demolition

Agreement or as follows:

1. Activity or Activities: A discrete part of a contract that can be identified for

planning, scheduling, monitoring, and controlling the construction Work.

Activities included in a construction Schedule consume time and resources,

but shall not include planned work stoppages. Activities shall not normally

reflect the Work of more than one trade.

a. Critical Activities: Activities on the Critical Path and have zero or

negative Float. Critical Activities must start and finish on the planned

early start and finish times.

b. Predecessor Activity: An Activity that precedes another Activity in the

network.

c. Successor Activity: An Activity that follows another Activity in the

network.

2. Addenda: Written or graphic instruments issued prior to the opening of Bids

which clarify, correct, or change the Bidding Requirements or the proposed

Contract Documents.

3. Adjacent Facilities: All property that is (1) located on the Site and is

designated to remain in place, and (2) neighboring properties or property

located in adjacent rights of way. Such Adjacent Facilities are identified on

the Contract Drawings and include but are not limited to the following:

a. Mid America Rail lines and facitilites

b. Roadways

c. Buildings and structures adjacent and not within the Phase 1 Area

which are to be demolished in a subsequent Phase.

4. Application for Payment: The form acceptable to Owner which is to be used

by Contractor during the course of the Work in requesting progress or final

payments and which is to be accompanied by such supporting

documentation as is required by the Contract Documents.

5. Baseline Schedule: The Schedule submitted and accepted by the Owner’s

Representative for the Work.

6. Bid: The offer or proposal of a Bidder submitted on the prescribed form

setting forth the prices for the Work to be performed.

7. Bidder: The individual or entity who submits a Bid directly to Owner.

facilities.

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8. Bidding Requirements: The advertisement or invitation to Bid, Instructions

to Bidders, Bid security of acceptable form, if any, and the Bid Form with

any supplements.

9. Business Day: Any day, except for Saturdays, Sundays and any holidays in

which banks in the State where the Site is located are closed.

10. Contractor’s Superintendent: Resident onsite person that manages and

directs all aspects of the Work to be conducted by Contractor and its

subcontractors.

11. General Requirements: Sections of Division 01 of the Specifications.

12. Landfill: Refers to a third party Landfill

13. Leak or Leaking: Any instance of a toxic substance present on any portion

of the external surface of an item of equipment or container.

14. Notice of Award: The written notice by Owner to the Successful Bidder

stating that upon timely compliance by the Successful Bidder with the

conditions precedent listed therein, Owner will sign and deliver the

Agreement.

15. PCBs: Polychlorinated biphenyls.

16. Progress Schedule: A Schedule, prepared and maintained by Contractor,

describing the sequence and duration of the Activities comprising

Contractor’s plan to accomplish the Work within the Contract Times.

17. Project: The total construction of which the Work to be performed under

the Contract Documents may be the whole, or a part.

18. Project Manual: Document that includes all plans, specifications, exhibits

describing the requirements for the project. This document becomes part of

the agreement for the project.

19. Owner’s Representative: Representative onsite overseeing the Project

Activities on behalf of Owner.

20. Samples: Physical examples of materials, equipment, or workmanship that

are representative of some portion of the Work and which establish the

standards by which such portion of the Work will be judged.

21. Schedule of Submittals: A Schedule, prepared and maintained by

Contractor, of required submittals and the time requirements to support

Scheduled performance of related construction Activities.

22. Shop Drawings: All drawings, diagrams, illustrations, Schedules, and other

data or information which are specifically prepared or assembled by or for

Contractor and submitted by Contractor to illustrate some portion of the

Work.

23. Site: Lands or areas indicated in the Contract Documents as being furnished

by Owner upon which the Work is to be performed, including rights-of-way

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and easements for access thereto, and such other lands furnished by Owner

which are designated for the use of Contractor.

24. Specifications: That part of the Contract Documents consisting of written

requirements for materials, equipment, systems, standards and

workmanship as applied to the Work, and certain administrative

requirements and procedural matters applicable thereto.

25. Successful Bidder: Bidder submitting a responsive Bid to whom Owner

makes an award.

26. Supplier: A manufacturer, fabricator, Supplier, distributor, materialman, or

vendor having a direct contract with Contractor or with any Subcontractor

to furnish materials or equipment to be incorporated in the Work by

Contractor.

27. Underground Facilities: All underground pipelines, conduits, ducts, cables,

wires, manholes, vaults, tanks, tunnels, or other such facilities or

attachments, and any encasements containing such facilities, including

those that convey electricity, gases, steam, liquid petroleum products,

telephone or other communications, cable television, water, wastewater,

storm water, other liquids or chemicals, or traffic or other control systems.

28. Waste Management Records: All records related to management of wastes

generated by the Work, including but not limited to waste profiles and

characterization data, waste shipping papers, bills-of-lading, Special Waste

or Hazardous Waste manifests, weigh tickets/disposal receipts, Salvagable

Material and/or recyclable material weight tickets.

1.5 TERMINOLOGY

A. The words and terms discussed in Paragraph 1.05.B through F are not defined but,

when used in the Bidding Requirements or Contract Documents, have the

indicated meaning.

B. Intent of Certain Terms or Adjectives:

1. The Contract Documents include the terms “as allowed,” “as approved,” “as

ordered,” “as directed” or terms of like effect or import to authorize an

exercise of professional judgment by Owner’s Representative. In addition,

the adjectives “reasonable,” “suitable,” “acceptable,” “proper,”

“satisfactory,” or adjectives of like effect or import are used to describe an

action or determination of Owner’s Representative as to the Work. It is

intended that such exercise of professional judgment, action, or

determination will be solely to evaluate, in general, the Work for

compliance with the information in the Contract Documents and with the

design concept of the Project as a functioning whole as shown or indicated

in the Contract Documents (unless there is a specific statement indicating

otherwise). The use of any such term or adjective is not intended to and shall

not be effective to assign to Owner’s Representative any duty or authority

to supervise or direct the performance of the Work, or any duty or authority

to undertake responsibility contrary to the provisions in the

1.5 B through E

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Agreement/General Conditions or any other provision of the Contract

Documents.

C. Day:

1. The word “day” means a calendar day of 24 hours measured from midnight

to the next midnight.

D. Furnish, Install, Perform, Provide, Construction:

1. The word “furnish,” when used in connection with services, materials, or

equipment, shall mean to supply, pay for and deliver said services,

materials, or equipment to the Site (or some other specified location) ready

for use or installation and in usable or operable condition.

2. The word “install,” when used in connection with services, materials, or

equipment, shall mean to put into use, pay for and/or place in final position

said services, materials, or equipment complete and ready for intended use.

3. The words “perform” or “provide,” when used in connection with services,

materials, or equipment, shall mean to furnish, pay for and install said

services, materials, or equipment complete and ready for intended use.

4. When “furnish,” “install,” “perform,” or “provide” is not used in connection

with services, materials, or equipment in a context clearly requiring an

obligation of Contractor, “provide” is implied.

5. The word “construction” when used in the Contract Documents includes,

but is not limited to, the following services: environmental remediation;

abatement of Regulated Materials, demolition; deconstruction;

dismantlement; material scrap or Salvage; waste hauling and disposal;

hazardous material handling and disposal; special waste handling, disposal

and recycling.

E. Unless stated otherwise in the Contract Documents, words or phrases that have a

well-known technical or construction industry or trade meaning are used in the

Contract Documents in accordance with such recognized meaning.

1.6 CODES AND STANDARDS

A. All Work and Services provided in the Project shall be in accordance with

Applicable Law.

B. Publications of the following nationally recognized organizations are applicable

to the engineering, design, manufacture, and testing of the equipment included in

the Specifications to the extent referenced in this Specification. All references to

publications are to the latest adopted issue of each together with all latest Addenda,

amendments, or additions thereto as of the date of this Agreement. References

shall be made in accordance with the abbreviations listed below:

1. American National Standards Institute (ANSI):

a. A10 Series - Safety Requirements for Construction and Demolition.

2. National Electrical Contractors Association (NECA):

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a. Electrical Design Library - Temporary Electrical Facilities.

3. National Fire Protection Association (NFPA)

a. 10 - Portable Fire Extinguishers

b. 70 - National Electrical Code.

c. 241 - Safeguarding Construction, Alterations, and Demolition

Operations.

4. National Electrical Manufacturers Association (NEMA).

5. Underwriters Laboratories (UL).

C. In the event that conflicts arise between Applicable Law and the standards of

practice, or specifications described herein, the more stringent code shall apply.

Contractor shall provide a written position of any such conflict clarifications to

Owner in writing.


PART 3 - EXECUTION - NOT APPLICABLE


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Section 015300

Temporary Barriers and

Controls

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SECTION 015300 - TEMPORARY BARRIERS AND CONTROLS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes General Requirements for:

1. Safety and protection of Work.

2. Safety and protection of existing Owner property, including adjacent

private property.

3. Barriers.

4. Security.

5. Environmental controls.

6. Access roads and parking areas.

7. Traffic control and use of roadways.

B. Related Work Specified Elsewhere

1. Temporary Utilities and Facilities: SECTION 015600.

1.2 DEFINITIONS

A. The meanings for all defined terms are identified in SECTION 014200.

PART 2 - PRODUCTS – NOT APPLICABLE

2.1 STORMWATER POLLUTION PREVENTATION PLAN

A. Contractor shall prepare a Stormwater Pollution Prevention Plan covering

the work outlined in the Contract Documents.

B. Contractor shall submit a copy to the Owner for review before finalizing.

2.2 STORMWATER PERMIT

A. Contractor shall obtain a stormwater permit for the work covered by the

Contract Documents as applicable.

B. Contractor shall provide a copy of the permit obtained prior to conducting

any work at the site.

PART 3 - EXECUTION

3.1 PROTECTION OF WORK AND PROPERTY

A. General

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1. Construct and maintain all necessary temporary drainage and stormwater

protection in accordance with the SWPPP and stormwater permit.

2. Conduct all pumping necessary to keep excavations, floors, pits,

trenches, manholes, and ducts free of water throughout this Project.

3.2 BARRIERS

A. General:

1. Furnish, install, and maintain suitable barriers as required to protect the

Work, adjacent property outside the Phase 1 Area, Mid America

Railroad and associated structures, existing water line designated to

remain, and roadways from demolition operations. Remove at

completion of the Work.

2. Materials may be new or used, suitable for the intended purpose, but shall

not violate requirements of applicable codes and standards or regulatory

agencies.

3. Barriers shall be of a neat and reasonable uniform appearance,

structurally adequate for the required purposes.

4. Maintain barriers in good repair and clean condition for adequate

visibility. Relocate barriers as required by progress of Work.

5. Repair damage caused by construction and restore the area to original or

better condition. Clean the area to the satisfaction of Owner.

3.3 ENVIRONMENTAL CONTROLS

A. Dust Control

1. Provide positive control methods and apply dust control materials to

minimize raising dust from demolition, excavation or backfilling

operations; and to prevent airborne dust from dispersing into the

atmosphere.

2. When using water for additional dust control the Contractor shall record:

a. the date; and

b. the area(s) at the facility where water is applied.

3. Observe and enforce vehicle speed limit of 15 mph or less on the Site to

minimize fugitive dust generated from vehicle traffic.

B. Water and Erosion Control

1. Provide methods to control surface water from the Site to prevent damage

to adjoining properties in accordance with the Project SWPPP and the

Drawings. Contractor shall meet the stricter of the requirements

specified herein, indicated on the Drawings, or stated in the Project

SWPPP.

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2. Plan and execute construction and earthwork by methods to control

surface drainage from cuts and fills, and from borrow and waste disposal

areas, to prevent erosion and sedimentation.

a. Hold the areas of bare soil exposed at one time to a minimum.

b. Provide temporary control measures such as berms, dikes, and drains.

3. Control fill, grading, and ditching to direct surface drainage away from

excavations, pits, tunnels, and other construction areas; and to direct

drainage to proper runoff.

4. Provide, operate, and maintain hydraulic equipment of adequate capacity

to control surface and groundwater.

5. Treat and dispose of surface runoff water in a manner to prevent flooding,

erosion, sedimentation, or other damage to any portion of the Site or to

adjoining areas, and in accordance with the storm water permit obtained

for the demolition and remediation Activities.

C. Debris Control and Clean-Up

1. Keep the Site free at all times from accumulations of debris, waste

materials, and rubbish caused by construction operations and

employees. Responsibilities shall include:

a. Adequate trash receptacles about the Site, emptied promptly when

filled.

b. Periodic cleanup to avoid hazards or interference with operations at

the Site and to maintain the Site in a reasonably neat condition.

c. The keeping of construction materials such as forms and scaffolding

neatly stacked.

d. Immediate cleanup to protect the Work by removing splattered

concrete, asphalt, oil, paint, corrosive liquids, and cleaning solutions

from walls, floors, and metal surfaces before surfaces are marred.

2. Prohibit overloading of trucks to prevent Spills on access and haul routes.

Provide periodic inspection of traffic areas to enforce requirements.

3. Final cleanup is specified in SECTION 017800 - Contract Closeout.

D. Pollution Control

1. Provide methods, means, and facilities required to prevent contamination

of soil, water, or atmosphere by the discharge of hazardous materials or

TSCA Materials from Site operations.

2. Provide equipment and personnel, perform emergency measures required

to contain any Spills, and remove contaminated soils or liquids. Contain

all soils on Site and return to areas of excavations to be used as fill on

Site. Only when approved by the Owner’s Representative,

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excavate and dispose of any contaminated earth off-Site in approved

locations, and replace with suitable compacted fill.

3. Contractor shall provide analytical results of proposed fill materials prior

to importing it to the site indicating the material does not contain

constituents above the IDEM standards.

4. Take special measures to prevent harmful substances from entering

public waters, sanitary, or storm sewers and ditches.

3.4 ACCESS ROADS AND PARKING AREAS

A. Existing On-Site Roads and Parking Areas:

1. Designated existing on-Site roads and parking facilities may be used for

construction traffic.

a. Provide temporary additional roads as needed for required

construction access.

b. Maintain existing construction, and restore to original, better, or

specified condition at completion of Work.

c. Do not allow heavy vehicles or construction equipment in parking

areas.

d. Employee parking during construction shall be in area designated on

the Contract Drawings.

3.5 TRAFFIC CONTROL AND USE OF ROADWAYS:

A. Site shall be accessed by using State Highway 62.

B. Contractor shall be responsible for any permitting, traffic control and repairs

as required by the City of Charlestown or Clark County.

C. Trucks waiting to loaded should assemble on the site along the roadway.

Trucks should avoid lining up on State Highway 62.

D. Maintenance of Roadways:

1. Repair roads, walkways, and other traffic areas damaged by Contractor’s

operations. Keep traffic areas as free as possible of excavated materials

and maintain in a manner to eliminate dust, mud, and hazardous

conditions.

2. All operations and repairs shall meet the approval of Owner or agencies

having jurisdiction.


State Street gate only.

City, State, or other governing authority.

shall not block railroad crossing at any time.

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Section 015600

Temporary Utilities and

Facilities

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SECTION 015600 - TEMPORARY UTILITIES AND FACILITIES

PART 1 - GENERAL

1.1 SUMMARY:

A. This Section includes requirements of a temporary nature not normally

incorporated into final Work. It includes the following:

1. Utility services.

2. Construction and support facilities.

3. Construction aids.

4. Safety and health.

5. Fire protection.

B. Related Work Specified Elsewhere:

1. Safety and Emergency Response: SECTION 013529

2. Temporary Barriers and Controls: SECTION 015300

3. Field Offices and Sheds: SECTION 015200

4. Material and Waste Management: SECTION 025100

5. Regulated and Hazardous Material Transport: SECTION 025500

1.2 REFERENCES:

A. American National Standards Institute (ANSI):

1. A10 Series - Safety Requirements for Construction and Demolition.

B. National Electrical Contractors Association (NECA):

1. Electrical Design Library - Temporary Electrical Facilities.

C. National Fire Protection Association (NFPA):

1. 10 - Portable Fire Extinguishers.

2. 70 - National Electrical Code.

3. 241 - Safeguarding Construction, Alterations, and Demolition Operations.

D. National Electrical Manufacturers Association (NEMA).

E. Underwriters Laboratories (UL).

1.3 DEFINITIONS


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1.4 SUBMITTALS: NONE

1.5 QUALITY ASSURANCE:

A. Regulations: Comply with industry standards and Applicable Law, including but

not limited to:

1. Building Code requirements.

2. Health and safety regulations.

3. Utility company regulations.

4. Police, Fire Department, and rescue squad rules.

5. Environmental protection regulations.

B. Standards:

1. Comply with NFPA 10 and 241, and ANSI A10 Series standards

“Temporary Electrical Facilities."

2. Comply with NEMA, NECA, NECS, and UL standards and regulations for

temporary electric service. Install service in compliance with NFPA 70.

C. Inspections: Arrange for authorities having jurisdiction to inspect and test each

temporary utility before use. Obtain required certifications and Permits.

1.6 PROJECT CONDITIONS:

A. Conditions of Use: Keep temporary services and facilities clean and neat in

appearance. Operate in a safe and efficient manner. Take necessary fire prevention

measures. Do not overload facilities, or permit them to interfere with progress. Do

not allow hazardous, dangerous, unsanitary conditions, or public nuisances to

develop or persist on the Site.

PART 2 - PRODUCTS

2.1 MATERIALS AND EQUIPMENT:

A. Water: Provide potable water from a location approved by the Owner.

B. Electrical Outlets: Provide properly configured, NEMA-polarized outlets to

prevent insertion of 110- to 120V plugs into higher voltage outlets. Provide

receptacle outlets equipped with ground-fault circuit interrupters, reset button, and

pilot light for connection of power tools and equipment.

C. Electrical Power Cords: Provide grounded extension cords. Use hard-service

cords where exposed to abrasion and traffic. Provide waterproof connectors to

connect separate lengths of electric cords if single lengths will not reach areas

where construction Activities are in progress. Do not exceed safe length-voltage

ratio.

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D. Lamps and Light Fixtures: Provide energy efficient general service lamps of

wattage required for adequate illumination and provide guard cages or tempered-

glass enclosures where exposed to breakage. Provide exterior fixtures where

exposed to moisture.

E. Heating Units: Provide temporary heating units that have been tested and labeled

by UL, FM, or another recognized trade association related to the type of fuel

being consumed.

F. Fire Extinguishers: Provide hand-carried, portable, UL-rated, Class A fire

extinguishers for temporary offices and similar spaces. In other locations, provide

hand-carried, portable, UL-rated, Class ABC, dry-chemical extinguishers or a

combination of extinguishers of NFPA recommended classes for the exposures.

Comply with NFPA 10 and NFPA 241 for classification, extinguishing agent, and

size required by location and class of fire exposure.

PART 3 - EXECUTION

3.1 TEMPORARY UTILITIES:

A. Furnish, install, and maintain temporary utilities required for adequate safety and

security during conduct of the Work. Modify, relocate, and extend systems as

Work progresses. Repair damage caused by installation or use of temporary

facilities. Grade the areas of Site affected by temporary installations to required

elevations and grades, and clean the area. Remove on completion of Work or until

service or facilities are no longer needed or are replaced by authorized use of

completed permanent facilities.

B. The types of temporary construction utilities and facilities required include, but

not by way of limitation, water distribution, drainage, dewatering equipment,

enclosure of Work, heat, ventilation, electrical power distribution, lighting,

hoisting facilities, stairs, ladders, and roads.

3.2 TEMPORARY ELECTRICAL:

A. Use of Existing System:

1. Owner's existing system may not be used for temporary electricity. Cost of

providing and power use shall be paid by Contractor.

3.3 TEMPORARY HEAT AND VENTILATION:

A. General:

1. Provide temporary heat, ventilation, and cooling as required to maintain

adequate environmental conditions to facilitate progress of the Work, to

meet specified minimum conditions for the installation of materials, and to

protect materials and finishes from damage. Protect from adverse effects of

low temperatures or high humidity, and to prevent hazardous accumulations

of dust, fumes, vapors, or gases.

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2. Methods of heating and fuel shall be suitable for particular purposes.

Portable heaters shall be standard approved units with controls.

3. Cost for temporary heat, cooling and ventilation shall be paid by Contractor.

B. Use of Existing Systems:

1. Existing systems shall not be used for temporary heating, cooling, or

ventilating.

3.4 TEMPORARY WATER:

A. Use of Existing System:

1. Owner's existing system may be used for temporary potable or non- potable

water. Contractor shall coordinate with the City Public Works Department

for access and supply of temporary water to be used for the Work

2. Contractor shall provide meters if requried and pay for all potable and non-

potable water required for the Project.

B. Temporary Water Source:

1. Contractor shall coordinate with the City Public Works Department for the

supply of temporary water to be used for the Work.

2. Contractor shall provide all connections from the City’s source to the Site,

as necessary.

3. Cost for temporary water shall be paid by Contractor.

3.5 TEMPORARY TELEPHONE AND INTERNET SERVICE:

A. General:

1. Owner will not provide telephone or internet service.

3.6 TEMPORARY SANITARY FACILITIES:

A. Contractor-Furnished Facilities:

1. Furnish, install, and maintain temporary sanitary facilities for use through

construction period by Contractor, Owner’s Representative, and Owner.

Remove on completion of Work.

2. Provide for all construction workers under this Contract.

3. Toilet facilities shall be of the chemical, aerated recirculation, or

combustion type, properly vented, and fully enclosed with a glass- fiber-

reinforced polyester shell or similar nonabsorbent material.

B. Wash Facilities:

1. Install potable water-supplied wash facilities at locations convenient to

construction personnel involved in the handling of compounds and

materials where wash-up is necessary to as required to maintain a safe,

healthy and sanitary condition.

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2. Where recommended or required by governing authorities and regulations

or recognized standards provide emergency safety showers, emergency eye-

wash fountains, showers, and similar facilities. Dispose of drainage

properly. Supply soap and other cleaning compounds appropriate for each

condition.

C. Drinking Water Fixtures:

1. Provide containerized tap-dispenser type drinking water units.

2. Supply and maintain toilet tissue, paper towels, paper cups and similar

disposable materials as appropriate for each facility. Provide appropriate

covered waste containers for used material.

3. Costs for providing temporary sanitary facilities shall be paid by Contractor.

D. Use of Existing Facilities:

1. Existing restroom facilities shall not be used.

3.7 SEWERS AND DRAINAGE:

A. General:

1. Provide temporary containers as required to remove, treat and dispose of

contaminated effluent off the Site in accordance with Applicable Law.

B. Use of Existing Facilities:

1. Existing onsite sewers shall not be used.

2. Wastes, oils, chemicals, etc. shall not be discharged to the onsite sewers at

any time. These materials shall be properly handled and disposed in

accordance with SECTIONS 025100 and 025500.

3. No materials shall be discharged to the onsite ponds or Ohio River.

3.8 TEMPORARY CONSTRUCTION AIDS:

A. General:

1. Provide construction aids and equipment required by personnel and to

facilitate the execution of the Work; lighting, scaffolds, staging, ladders,

stairs, ramps, runways, platforms, railings, hoists, cranes, chutes, and other

such facilities and equipment.

2. Materials may be new or used, must be suitable for the intended purpose,

and meet the requirements of applicable codes, regulations, and standards.

B. Use of Existing Elevators, Hoists, and Similar Facilities:

1. Existing facilities shall not be used.

C. Temporary Onsite Fuel Tanks

1. No fuel tanks larger than 5 gallons shall be stored on site.

Missouri River.

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3.9 TEMPORARY FIRE PROTECTION:

A. General:

1. Contractor shall be responsible for development of a fire prevention and

protection program for all Work.

2. The program shall comply with the applicable provisions for safety and

protection specified in the Contract Documents and with applicable parts of

the NFPA 10 and 241.

3. Locate fire extinguishers where convenient and effective for their intended

purpose, but not less than one extinguisher on each floor at or near such

usable stairwell, or in each Work area.

4. Store combustible materials in containers in fire-safe locations.

5. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary

fire protection facilities, stairways, and other access routes for fighting fires.

Prohibit smoking in hazardous fire exposure areas.

6. Provide supervision of welding operations and similar sources of fire

ignition.

7. Post warning and instructions at each extinguisher location, and instruct

construction personnel on proper use of extinguishers and other available

facilities at Project Site. Post local fire department telephone number on or

near each Work area within the Project Site.

3.10 INSTALLATION AND REMOVAL:

A. Relocation:

1. Relocate aids as required by progress of demolition, storage limitations, or

Work requirements and to accommodate requirements of Owner and other

contractors at the Site.

B. Removal:

1. Remove temporary materials, equipment, and services at completion of the

Project.

C. Repair:

1. Clean and repair damage caused by installation or by use of temporary

facilities.

2. Grade the areas of the Site affected by temporary installations to required

elevations and clean the area.


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Section 017800

Contract Closeout

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SECTION 017800 - CONTRACT CLOSEOUT

PART 1 - GENERAL

1.1 SUMMARY:

A. This Section includes administrative and procedural requirements for Contract closeout

including, but not limited to, the following:

1. Inspection procedures.

2. Project record document submittal.

3. Final cleaning.

B. Closeout requirements for specific demolition Activities are included in the appropriate

Sections of the Specifications.

C. Related Work Specified Elsewhere:

1. Submittals: SECTION 013300.

1.2 DEFINITIONS


1.3 SUBSTANTIAL COMPLETION:

A. Preliminary Procedures:

1. Before requesting inspection for Certification of Substantial Completion,

complete the following and list exceptions in the request:

a. In the Application for Payment that coincides with, or first follows, the date

Substantial Completion is claimed, show 100% completion for the Work.

Include supporting documentation for completion as indicated in these

Contract Documents and a statement showing an accounting of changes

to the Contract Price.

If 100% completion cannot be shown, include a list of incomplete items,

the value of incomplete Work, and reasons the Work is not complete

(the Punch List Items).

2. Submit damage or settlement surveys, property surveys, and similar final record

information.

3. Discontinue and remove temporary facilities from the Site, along with demolition

tools and similar elements.

4. Complete final cleanup requirements..

B. Inspection Procedures:

1. Contractor shall provide to Owner and Owner’s Representative at least 3 day

written notice of requested inspection.

2. On receipt of a request for inspection, Owner and Owner’s Representative will

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either proceed with inspection or advise Contractor of unfilled requirements.

Owner’s Representative will prepare the Certificate of Substantial Completion

following inspection or advise Contractor of demolition that must be completed or

corrected before the certificate will be issued.

3. Owner and Owner’s Representative will repeat inspection when requested and

assured by Contractor that the Work is Substantially Complete.

4. Results of the completed inspection will form the basis of requirements for final

acceptance.

1.4 FINAL ACCEPTANCE:

A. Preliminary Procedures:

1. Before requesting final inspection for certification of Final Acceptance and final

payment, complete the following. Please list all exceptions in the request.

a. Submit the final payment request with releases and supporting documentation

not previously submitted and accepted. Include insurance certificates for

products and completed operations where required.

b. Submit consent of surety to final payment.

c. Submit evidence of final, continuing insurance coverage complying with

insurance requirements described in the Agreement.

B. Re-inspection Procedure:

1. Owner and Owner’s Representative will re-inspect the Work upon receipt of notice

that the Work, including Punch List items from earlier inspections, has been

completed, except for items whose completion is delayed under circumstances

acceptable to Owner.

a. Upon completion of re-inspection, Owner’s Representative will prepare a

certificate of final acceptance. If the Work is incomplete, Owner will advise

Contractor of Work that is incomplete or of obligations that have not been

fulfilled but are required for final acceptance.

2. If necessary, re-inspection will be repeated.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION

3.1 FINAL CLEANING:

A. General:

1. Contractor shall keep the Site free from accumulations of waste materials, rubbish,

and other debris resulting from the Work. Regular Site cleaning is included in

SECTION 015300.

B. Cleaning:

1. Employ experienced workers or professional cleaners for final cleaning.

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a. Complete the following cleaning operations before requesting inspection for

certification of Substantial Completion.

Clean the Site, including landscape development areas, of rubbish, litter,

and other foreign substances. Sweep paved areas broom clean; remove

stains, Spills, and other foreign deposits. Rake grounds that are neither

paved nor planted to a smooth, even-textured surface.

b. Remove temporary structures, tools, Equipment, supplies, and surplus

materials.

c. Remove temporary protection devices and facilities which were installed to

protect previously completed Work.

C. Special Cleaning:

1. Cleaning for specific units of Work is specified in applicable Sections of

Specifications.

D. Removal of Protection:

1. Remove temporary protection and facilities installed for protection of the Work

during demolition.

E. Compliance:

1. Comply with regulations of authorities having jurisdiction and safety standards for

cleaning. When not otherwise indicated in the Contract Documents, the following

shall apply:

a. Do not burn waste or debris materials.

b. Do not discharge volatile, harmful, or dangerous materials into drainage

systems.

c. Remove waste and debris materials from the Site and dispose of lawfully.

F. Repairs:

1. Repair roads, fences, and other items damaged or deteriorated because of

demolition operations.


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DIVISION 02

EXISTING

CONDITIONS

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Section 024100

Demolition

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DIVISION 2 - EXISTING CONDITIONS

SECTION 024100 – DEMOLITION

PART 1 - GENERAL

SUMMARY:

A. This Section includes the decommissioning, dismantlement, demolition, and removal

requirements of non-regulated materials for Contractor’s Work indicated and referenced

in SECTION 011100 and specified herein.

RELATED SECTIONS:

A. DIVISION 01 SECTIONS

B. Material and Waste Management: SECTION 025100

C. Regulated and Hazardous Materials Transport: SECTION 025500

D. Asbestos Abatement: SECTION 028200

E. DIVISIONS 31 AND 32 SECTIONS

DEFINITIONS


SUBMITTALS:

A. Submit as specified in DIVISION 01.

ONSITE SUPERINTENDENT QUALIFICATIONS

A. Contractor’s Superintendent shall provide a full-time, resident onsite person qualified to

manage and direct all aspects of the Work to be conducted by the Contractor and its

subcontractors.

B. Superintendent shall have a minimum of 5 years experience directing asbestos abatement

and demolition activities at facilities with similar equipment (i.e. process equipment,

storage tanks, electrical substations, etc.) and structures.

C. Superintendent shall be the same person for both the asbestos abatement and demolition

portions of the project. The proposed Superintendent identified in the bid documents shall

not be replaced without written approval of the Owner.

1. To request a change in Superintendent for the project, an RFI shall be submitted to

the Owner at least 2 weeks before the planned replacement.

2. The RFI shall include a resume and documentation that the replacement

Superintendent has the minimum experience and training for this project.

3. Owner reserve the right to reject the request for replacement and require the

Contractor to provide another qualified candidate for review.

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SITE CONDITIONS:

A. Owner will not occupy either the buildings or areas in the asbestos abatement or

demolition Work areas.

B. Condition of Structures to be demolished:

1. Owner assumes no responsibility for actual condition of structures and utilities in

the Work to be decommissioned and demolished.

2. Site conditions existing at time of inspection for bidding purposes will be

maintained by Owner to the extent practicable.

3. All buildings and other structures on the Site to be demolished will be vacated by

Owner and use discontinued prior to the start of the Work.

C. Protections:

1. Ensure the safe passage of persons on public rights of way around the area of

demolition. Conduct operations to prevent injury to persons, and to adjacent

buildings, structures, railroad tracks, water lines designated to remain, roadways,

and other facilities that are to be removed in subsequent phases or will remain after

Substantial Completion. Restrict access temporarily (if possible) or erect temporary

covered passageways as required to ensure safe passage of persons on public rights

of way during the conduct of the operations.

2. Provide interior and exterior shoring, bracing, or support to prevent movement,

settlement, or collapse of structures to be demolished and Adjacent Facilities to

remain.

3. Protect Adjacent Facilities and neighboring landowners property from dust and

damage caused by the Work.

4. Remove protections at completion of Work.

D. Explosives:

1. The use of explosives is not permitted.

E. Traffic:

1. Conduct demolition operations and the removal of debris and salvaged material to

ensure no interference with roads, streets, walks, railroad track operations and other

adjacent occupied or used facilities that will remain after the Work.

2. Do not close, block, or otherwise obstruct streets, walks, or other occupied or used

facilities without prior permission from the Owner, City, or other jurisdictional

authority. Provide alternate routes around closed or obstructed traffic ways if

required.

3. Observe and enforce vehicle speed limit of 15 mph or less on the Site to minimize

fugitive dust generated from vehicle traffic.

F. Promptly report to Owner any damage caused to Adjacent Facilities or adjacent property

caused by the demolition and/or remediation operations and promptly repair any such

damage at no cost to Owner or owners of the Adjacent Facilities or property.

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G. Utility Services:

1. Maintain existing utilities indicated to remain; keep in service and protect against

damage during demolition operations. Utilities that shall be protected include:

a. Existing water line designated to be protected as shown in the Contract

Drawings.

2. Do not interrupt existing utilities serving occupied or used facilities including

neighboring businesses and property, except when authorized in writing by the

Owner’s Representative or Owner. Provide temporary services during interruptions

to existing utilities.

3. Contractor shall verify disconnection of utilities serving each structure and area

included in the demolition activities when authorized by the Owner’s

Representative and Owner. Disconnecting, locking out and tagging indicated

utilities before starting demolition operations and maintaining disconnection during

the Work shall be the responsibility of Owner.

PERMITS

A. Contractor shall obtain and comply with all local, state and federal Permits and their

associated requirements to conduct the demolition prior to starting the Work in

accordance with SECTION 013300.

1. Contractor will pay for any permit fees required to obtain the permits.

2. Contractor will be responsible for conducting all demolition Work in accordance

with any permits including activities not specifically called out in the Contract

Documents.

3. In the event that the permit requirements include activities not explicitly included

in the specification, Contractor shall comply and include in its cost the activities

required to fully comply with any permits.

PART 2 - PRODUCTS

MATERIALS FOR ABANDONMENT OF UNDERGROUND FACILITIES

A. Material for the filling of the below ground structures identified in paragraph 3.06 of this

Part shall meet the specification provided in SECTION 312323.

B. Other underground utilities shall be sealed at the ends with grout or flowable fill of

mixture and strength to adequately fill, set, and provide a seal at both ends a distance of

at least 3 times the diameter of the pipe into the each Underground Facilities present at

the Project Site. Grout mix may vary depending on size and construction of piping, and

intended method of placement.

1. Type I Portland cement grout complying with ASTM C150

2. Fine and coarse aggregates complying with ASTM C33

3. Low strength concrete having the following specifications:

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4. Compressive strength (28-day) minimum: 1,200 psi

5. Aggregate size (maximum): 1 inch

6. Slump: 6 inches (+ / - 1 inch)

7. Air content: 4 to 6 percent

8. Cement content: minimum 200 lbs. per cubic yard

SALVAGEABLE MATERIALS:

A. Remove and return the following equipment and materials to Owner:

1. NONE

B. Remove, store, redesign as required, and reinstall as indicated the following equipment

and materials:

1. NONE

C. All other existing items and materials to be removed shall become the property of

Contractor, except for Hazardous, Special or TSCA Waste. Contractor shall manage all

materials in accordnace with SECTION 025100.

D. All recycled materials shall be tracked as part of the overall project. Owner strongly

encourages recycling of materials. Tracking manifests or bills of lading including types

of materials, weight of the materials and final location for recycling shall be provided on

a weekly basis throughout the project. Any final documentation not provided during the

project shall be provided prior to the acceptance of final payment.

PART 3 - EXECUTION

GENERAL

A. Provide, erect and maintain temporary controls as indicated in the applicable DIVISION

1 Sections.

B. Demolition activities shall conform to all Applicable Law and Codes for demolition of

structures, safety of adjacent structures, dust control, noise control, service utilities and

hazardous materials management. Work shall be conducted without interference to public

or access to public areas. Dust control and management of loose material that may become

airborne during demolition shall prevent dust migration and loose material transport to

Adjacent Facilities.

C. Cleanup to the pre-Work condition any dust that migrates off Site to Adjacent Facilities.

Cleanup of any dust that migrates to Adjacent Facilities shall be the sole responsibility of

Contractor at no additional cost to Owner.

D. Ensure that site drainage, designated drainage structures, natural drainage or diversions

are not obstructed during the Work. Maintain these structures and drainage ways during

the conduct of the Work.

E. Manage all materials and wastes in accordance with SECTION 025100.

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INSPECTION:

A. Prior to commencement of demolition Work, inspect areas in which demolition will be

performed. Photograph existing conditions of structures, surfaces, equipment, or

surrounding properties which could be misconstrued as damage resulting from demolition

operations. File record photographs with Owner prior to starting Work.

PREPARATION:

A. Contractor must secure approval from the Owner’s Representative in writing indicating

that all Regulated Materials have been satisfactorarily removed, and other elements of the

environmental abatement Work, including but not limited to asbestos abatement, have

been completed, prior to building demolition.

B. Contractor shall remove, treat and dispose of all standing water and other liquids from all

basements and sumps within the Work Area.

C. It will be the responsibility of Contractor to remove, treat and dispose this water off the

Site at an approved facility in accordance with Applicable Law and SECTIONS 025100

and 025500.

D. All piping, conduits, and Underground Facilities shall be decommissioned by Contractor

in accordance with following when specified as Contractor’s responsibility in DIVISION

01:

1. Contractor shall locate all piping, conduits, and Underground Facilities including,

but not limited to, petroleum based fluids, automotive fluids, hydraulic fluid, fuel

oil, industrial sewer, solvent, de-icing fluid, and used oil piping.

2. All aboveground and below ground piping, tanks and conduits shall be drained and

be free of free-flowing liquids and flammable vapors and cleaned prior to being

released for general demolition. All of these items shall be cleaned prior to

demolition. Cleaning means to flush water or cleaning agent by hydro-mechanical,

hydro-jetting, or other methods as approved by the Owner’s Representative or

Owner. Cleaning shall be sufficient to remove all liquids or solids from the pipeline

such that it may be properly disposed offsite. In the event that, any remaining

material cannot be removed (i.e. solid residual oil, etc.), the piping shall be cut out

and disposed in accordance with SECTION 025100.

3. Disconnect supply lines from the each associated apparatus and drain and clean all

existing piping, conduits, and Underground Facilities including process piping,

utility piping, and sewers. This includes the removal of residual accumulations of

solids and liquids, or verification that no residuals exist in these lines.

4. Residual liquids and solids may contain elevated concentrations of Regulated

Materials. Remove and manage all residual materials contained in the piping,

conduits, and Underground Facilities in accordance with SECTION 025100 and

Applicable Law prior to decommissioning. No information regarding the amounts

of residual water and/or solids, if any, in these lines is available.

5. Contractor shall inspect the piping, conduits, and Underground Facilities with

Owner and/or Owner’s Representative to determine the presence and magnitude of

residual contents. If present, the contents of the piping shall be characterized by

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Contractor. Contractor shall, in conjunction with the Owner’s Representative,

determine the most logistically feasible points at which to sample the contents of

piping, conduits, and Underground Facilities. Contractor shall employ all

appropriate spill control measures prior to opening any piping, conduits, and

Underground Facilities, as identified in Contractor’s Spill Control Plan.

6. Contractor shall be responsible for identifying the locations, drain points, and

termination points of all piping, conduits, and Underground Facilities prior to

draining. If sections of piping, conduits, and Underground Facilities run under the

floor slab, Contractor shall address these areas per this section.

7. Contractor may disconnect and remove portions of piping, conduits, and

Underground Facilities to facilitate the pipe draining efforts. Contractor must

employ all spill control measures, according to Contractor’s Spill Control Plan. Any

spillage of such materials shall be immediately recovered by Contractor. In addition,

any other building surfaces or media impacted by spillage of piping residuals shall

be decontaminated or abated at no further cost to Owner.

8. Locate and remove oil trap assemblies that contain appreciable amounts of oil from

the respective air lines. Drain each designated oil trap of free-flowing oil. The oil

may be consolidated with other oil removed from the Work. Once drained of oil,

traps may be included with the general demolition debris for disposal.

9. Cut and cap piping, conduits, and underground utilities that penetrate foundations or

basement walls. Cut flush with grade or wall and fill at least 3 times the diameter of

the pipe with grout or flowable fill per the requirements in this section.

E. Contractor shall identify and note above grade concrete with visible oil staining which

will be removed. Stained concrete shall be segregated and disposed of offsite in

accordance with SECTION 025100, and not be reused at the site.

F. Mercury switches (MerCoid) and other mercury containing devices (i.e. pressure gauges,

thermometers, etc.) that remain in the facility shall be removed and disposed by

Contractor and managed as Universal Waste. Mercury containing devices shall be

extracted and disposed in whole (i.e. do not break and remove mercury) to prevent

releases.

G. Provide interior and exterior shoring, bracing, or support to prevent movement,

settlement, or collapse of structures to be demolished and adjacent facilities to remain:

1. In accordance with the Site Health and Safety Plan, cease operations and notify

Owner and Owner’s Representative immediately of any unsafe conditions. Take

precautions to support structure until determination is made for continuing

operations.

H. Contractor shall establish and maintain a noise, dust, vibration, and track-out control

system.

I. Locate, identify, stub off, and verify that Underground Facilities and utility services that

are indicated to remain have been disconnected.

1. Provide minimum of 72 hour advance written notice to Owner if shutdown of

service is necessary during demolition.

DEMOLITION:

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A. Perform demolition in a systematic manner. Use such methods as required to complete

demolition in accordance with demolition Schedule and governing regulations.

B. Locate demolition equipment and promptly remove debris in order to avoid imposing

excessive loads on supporting walls, floors, or framing.

C. Demolish foundation walls to existing grade as specified in the Contract Drawings.

D. If unanticipated mechanical, electrical, or structural elements which conflict with intended

Work are encountered, Contractor shall investigate and measure both nature and extent of

the conflict. Submit report to Owner and Owner’s Representative in written, accurate

detail. Contractor shall follow the procedures in Section 9 of the Decommissioning and

Demolition Services Agreement for changes in scope. Rearrange demolition Schedule as

necessary to continue overall job progress without delay.

E. Pollution Controls:

1. Use water sprinkling, temporary enclosures, and other suitable methods to limit the

amount of dust and dirt rising and scattering in the air to the lowest practical level.

Comply with Applicable Law pertaining to environmental protection.

2. Collect and properly dispose of water that is used for pollution control or wash

down.

3. Provide services for effective air and water pollution controls as required by

Applicable Law.

4. Limit use of water when it may create hazardous or objectionable conditions such

as ice, flooding, and pollution.

5. Clean Adjacent Facilities and property of dust, dirt, and debris caused by demolition

operations.

ABANDONMENT OF BELOW-GROUND STRUCTURES

A. Abandon any below-ground structures within the Project Site according to the procedures

described herein. Below-ground structures shall include: foundations; below grade walls;

current and former equipment pits, manholes, vaults, deep trenches, sumps, tunnels, and

any other similar structures but shall not include any below-ground structures designated

for filling under Section 3.06. For the purposes of this section, abandonment of below-

ground structures entails:

1. Capping underground piping or protrusions in foundation walls or floor that will

remain;

2. Filling of basements, pits, tunnels and other below-ground structures with concrete

removed and crushed onsite.

3. Manhole covers and rings shall be removed and backfilled in soil areas. The

manhole structure shall be filled with controlled low strength material (CLSM) in

accordance with SECTION 312323 following removal of the cover and ring. Pipes

exiting the manholes or cavities shall be sealed or plugged prior to placement of the

CLSM backfill.

4. Manhole covers in concrete and asphalt paved areas shall be secured to rings (either

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bolted or welded) and left in place. The underground manhole structure shall be

filled with controlled low strength material (CLSM) in accordance with SECTION

312323 prior to securing the manhole covers. Pipes exiting the manholes or cavities

shall be sealed or plugged prior to placement of the CLSM backfill.

FILLING OF BELOW GROUND STRUCTURES

A. All below ground structures shall be filled in accordance with SECTION 312323 and the

Contract Drawings to match the existing grade of the surrounding area.

B. Contractor shall fill all segments of underground structures per the contract limits in such

a manner to minimize the occurrence of voids, until piping is completely filled.

CAPPING OF UNDERGROUND FACILIITIES

A. Capping shall be employed to minimize storm runoff or other materials from infiltrating

the Underground Facilities, including but not limited to sanitary, storm, and industrial

sewer system piping that will remain in place.

B. Capping will also be accomplished for any piping or other protrusions from the foundation

walls or floor to remain in place.

C. Contractor to flush out underground facilities to be abandoned in place prior to capping.

Flush water and fluids shall be captured, characterized an properly disposed in accordance

with SECTION 025100 and Applicable Law.

D. Capping of Underground Facilities shall comply with Applicable Law. If no local

requirements are in place, Contractor shall provide the intended type of cap and method

of installation to the Owner’s Representative for review and approval. All underground

piping and conduits, regardless of size, must be capped at both ends unless otherwise

identified.

E. Methods for capping may include, but not be limited to, flush-mount expandable caps,

fitted steel or hard plastic caps with water tight sealant, foam fill (surficial only), concrete

cap, or other equivalent method.

SALVAGE

A. Contractor shall take title to all Salvagable Material when such Salvagable Material is

loaded onto a Contractor’s or Subcontractor’s vehicle.

B. Contractor shall identify the location and provide weight tickets for all Salvagable

Material removed from the site.

C. Location and weight tickets shall be submitted to the Owner’s Representative on a weekly

basis as the project proceeds.

D. Contractor is responsible for the security of Salvagable Materials as they are being

stockpiled onsite prior to the Contractor taking title to these materials.

DISPOSAL AND TRANSPORT OF DEMOLITION MATERIALS:

A. All materials and wastes generated by the demolition operations shall be transported and

disposed of, recycled or reused in accordance with SECTIONS 025100 and 025500.

B. Burning of removed materials from demolished structures is not permitted.

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CLEANUP, BACKFILL, AND REPAIR:

A. Upon completion of the Work, remove tools, equipment, and demolished materials from

Site. Remove protections and restore the site in accordance with final grading plan.

B. Final grading shall be completed in accordance with the Contract Drawings and

DIVISIONS 31 and 32.

C. Any silt fencing and other erosion/sedimentation controls required as part of the SWPPP

shall be removed upon completion of the Work or termination of related permits.


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Section 025100

Materials and Waste

Management

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SECTION 025100 – MATERIALS AND WASTE MANAGEMENT

PART 1 - GENERAL

1.1 SUMMARY

A. Contractor shall furnish all labor, materials, equipment, and related items required for

the proper handling, transportation and disposal of all materials generated during the

Work. For the purpose of this specification, the material or waste types that may are

expected to be encountered at the site are as follows:

1. Salvage: Metals and other materials with intrinsic value which Contractor will

take ownership of and provide Owner with a credit.

2. Recyclable Materials: Materials without intrinsic value that may be recycled

such as crushed concrete, bricks, etc.

3. Non-hazardous Solid Waste: Debris that is not regulated as Hazardous Waste or

Special Waste and which can be disposed at an Owner-approved disposal facility.

4. Hazardous Waste: waste regulated under the Resource Conservation and

RecoveryAct (RCRA)

5. Asbestos Containing Wastes: wastes regulated under National Emission Standards

for Hazardous Air Pollutants (NESHAP)

6. Polychlorinated biphenyl (PCB) Impacted Waste: waste regulated under

theToxic Substance Control Act (TSCA)

7. Universal Wastes: wastes regulated under the Resource Conservation and

RecoveryAct (RCRA)

8. Potentially contaminated surface water or groundwater.

9. Other waste classification which prohibits disposal at a solid waste landfill.

B. Contractor is responsible for determining the proper characterization of all materials

generated during the Work and recycling or disposal methods to ensure that waste is

recycled or disposed according to procedures that are consistent with Applicable Law.

This shall be accomplished through coordination with the Owner’s Representative as

described herein.

C. Note: the term “waste management” herein is a general term referring to the management

of waste streams, and is not meant to refer to any waste handling companies with similar

titles.

1.2 RELATED SECTIONS

A. The requirements of this section apply to ALL elements of the Work. Related sections

include, but are not limited to, all DIVISION 1 and DIVISION 2 sections, where relevant

and applicable:

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1.3 DEFINITIONS


1.4 SUBMITTAL AND PROJECT RECORD DOCUMENTS

1. Waste Management Plan

2. Waste Management Records

1.5 QUALIFICATIONS

A. Contractor will identify to Owner the waste disposal facility to be used by Contractor for

disposal of Non-Hazardous Solid Waste. The designated waste disposal facility must be

licensed and approved by the appropriate local, state, and/or federal agency for the

intended use.

B. Contractor will identify to Owner the recycling firms and facilities to be used by

Contractor. The designated recycling firms and facilities must be licensed and approved

by the appropriate local, state, and/or federal agency for the intended use.

1.6 SCHEDULING

A. Contractor must identify the waste management and disposal procedures in Contractor’s

Waste Management Plan for Owner’s approval.

B. Contractor must identify the materials to be recycled, sources of materials and recycling

firms to be used in Contractor’s Execution Plan for Owner’s approval.

1.7 PERMITTING

A. Contractor shall ensure that it and its Subcontractors have any and all required permits

and authorizations and their respective employees have any and all required certifications

and training to allow them to handle, package, transport, and dispose of all Regulated,

Special, Asbestos, TSCA, Universal, Hazardous Wastes generated during the course of

the Work in accordance with Applicable Law.

PART 2 - PRODUCTS

2.1 PACKAGING MATERIALS AND PRODUCTS

A. Packaging materials allowed include, but are not limited to, the following:

1. Removable head drums or steel roll-off boxes, DOT approved.

2. Miscellaneous plastic bags.

3. Drum labels and markings which conform to the requirements of 40 CFR 262,

29 CFR 1926 and Applicable Law.

4. Water and liquid storage tanks of appropriate chemical compatibility with

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wastes generated during the Work to be determined by Contractor.

B. Spill prevention and countermeasure materials and control products in accordance with

Contractor’s Spill Control Plan, including plastic sheeting and absorbent materials

consistent with the requirements of Title 49 CFR 173 and all Applicable Law.

PART 3 - EXECUTION

3.1 WASTE CHARACTERIZATION

A. Waste streams are to be characterized by Contractor as designated in these specifications

and in accordance with Contractor’s Waste Management Plan. Contractor shall sample

and analyze waste material for characterization purposes in accordance with requirements

of the receiving facility and Applicable Law. Analysis must be conducted by a NELAP

certified laboratory. Contractor shall include the methods and procedures it proposes for

the sampling and analysis of materials generated in the Waste Management Plan.

B. Contractor must determine the material waste profile for disposal based on

characterization results, generator knowledge, and other pertinent information. Waste

profiles developed by Contractor must be reviewed and approved by the Owner’s

Representative and/or Owner.

C. In the event that Contractor is unable to determine the classification or profile of a waste,

Contractor must notify the Owner’s Representative. Contractor must supply a detailed

description of the waste to be disposed and a sample of the waste, if requested, to the

Owner’s Representative to assist in determining the characteristic and/or profile of the

waste material.

D. All empty containers produced by Contractor that had previously contained Hazardous

Waste must be disposed as a Hazardous Waste unless the container meets requirements

and standards of Applicable Law for an “empty container” and is approved for alternative

disposal by Owner.

3.2 SALVAGABLE MATERIALS AND NON REGULATED WASTE

A. Contractor shall manage all Salvageable Materials in accordance with Applicable Law.

3.3 RECYCLABLE MATERIALS

A. Contractor shall manage all recyclable materials in accordance with Applicable Law.

B. Contractor is responsible for any characterization or profiling that may be required as part

of the recycling process.

C. Material recycling shall be conducted in accordance with all Applicable Law.

3.4 STORAGE AND PACKAGING OF WASTES AND RECYCLABLE MATERIALS

A. Contractor is to establish secured storage area(s) on the Site for temporary storage of all

waste materials as necessary. The storage facility must meet the requirements under

Applicable Law for the particular waste being stored.

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B. Contractor shall store all hazardous and liquid waste in containers appropriate for

transport as required by Applicable Law.

C. Prior to removal from the Project Site, combustible debris must be stored/managed in

such a manner to prevent combustion.

3.5 NON-HAZARDOUS WASTE GENERATION AND DISPOSAL

A. Contractor shall obtain approval of Owner in writing prior to disposal of any wastes

characterized as Non-Hazardous Waste.

B. Contractor shall identify to Owner for approval the waste disposal facility to be used by

Contractor for disposal of Non-Hazardous Solid Waste. The designated waste disposal

facility must be approved by Owner prior to use.

3.6 HAZARDOUS WASTE GENERATION AND DISPOSAL

A. Contractor shall manage all Hazardous Waste in accordance with Applicable Law

B. Contractor shall obtain approval of Owner in writing prior to disposal of any wastes

characterized as Hazardous Waste.

C. Contractor shall identify to Owner for approval the waste disposal facility to be used by

Contractor for disposal of Hazardous Waste. The designated waste disposal facility must

be approved by Owner prior to use.

D. A Hazardous Materials Survey was completed in addition to the Asbestos Survey (Exhibit

A). This inventory is not all-inclusive; there may be additional hazardous or regulated

wastes within the Work Area that require proper disposal.

E. Lead-based Paint (LBP )

1. EPA and the Department of Housing and Urban Development (HUD) defines lead-

based paint as paint or other surface coating that contains lead greater than or

equal to 0.5 percent by weight (5,000 micrograms per gram (ug/g) or 5,000 parts

per million (ppm) by weight). Based on the age of the buildings it is assumed that

paints within the building may contain lead. No lead sampling was performed as

part of this Hazardous Materials Survey. However, Contractor should treat all

paints as lead containing unless testing proves otherwise.

2. Components which contain lead do not necessarily need to be removed prior to

demolition activities; however, deteriorated lead-based paint inside occupied areas

may need to be removed prior to demolition activities to reduce the risk of exposure

to contractors. Contractor needs to be made aware of the presence and locations of

LBP and take the necessary precautions to protect their workers which may include

personal protective equipment (PPE) and/or removal of flaking/peeling paint.

OSHA regulations indicate air-monitoring must be conducted during demolition

activities in affected areas which contain lead.

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3.7 ASBESTOS CONTAINING MATERIALS GENERATION AND DISPOSAL

A. Contractor shall manage all Asbestos-containing materials in accordance with Applicable

Law and SECTION 028200.

B. Contractor shall obtain approval of Owner in writing prior to disposal of any wastes

characterized as Friable or Non-Friable Asbestos Containing Material.


Contractor for disposal of Friable and Non-Friable Asbestos-Containing Waste. The

designated waste disposal facility must be approved by Owner prior to use.

3.8 TSCA WASTE GENERATION AND DISPOSAL

A. Contractor shall manage all TSCA Waste in accordance with Applicable Law

B. Contractor shall obtain written approval of Owner prior to disposal of any wastes

characterized as TSCA Waste.


Contractor for disposal of TSCA Waste. The designated waste disposal facility must be

approved by Owner prior to use.

D. The subject property was not inspected for electrical equipment that may contain PCBs,

which were widely used in until the mid-1970s at which time they were banned from use.

Various transformers and other oil-containing equipment have been identified at the site;

PCB levels have not been previously tested. Prior to disposal of any oils remaining in

transformers or other equipment, Contractor shall test and determine if PCBs are present.

E. Fluorescent light fixtures were present within the building and based on the age of the

building, PCB-containing ballasts could be present. Leaking or unlabeled ballasts should

be disposed as TSCA Waste.

F. Owner has not tested the Site for PCB-containing caulk materials.

G. Owner has not tested the Site for PCB-containing concrete materials. Prior to demolition,

all concrete shall be tested for PCBs in accordance with the following guidelines:

1. Sampling design:

a. All suspected stained area(s) should be sampled

b. At each separate location, collect at least 3 samples of each type of porous

surface, regardless of the amount of each type of porous surface present. At

least 1 of 3 samples should be biased toward stained surfaces (if present), with

the remainder randomly distributed over the porous surface.

c. In areas where PCB equipment was used or where PCBs were stored, samples

should be collected at a frequency of 1 sample/100 square feet.

2. Sample collection:

a. Discrete samples shall be generated by collection of drill cuttings using an

impact hammer drill.

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b. If an in impact hammer drill is used, a bit no larger than 1-inch diameter shall

be used to drill holes not to exceed 0.5-inches in depth. As necessary at each

discrete location, more than one drill hole may be required to provide adequate

sample volume/weight.

c. The minimum volume/weight of each composite sample to be analyzed shall

be governed by the laboratory requirements. The volume of any sample shall

not exceed one, four-ounce jar.

d. Sampling methods should be consistent for all samples (i.e., do not mix

chiseling samples with drilled samples).

e. Drill bits shall be decontaminated with Alconox and distilled water, rinsed

with distilled water, and dried prior to use at a different location. All other

items (spoons, gloves, equipment, etc.) that may come in contact with the

sample shall be either decontaminated using a similar approach or disposed of

and replaced with new materials between each location.

3. Sample analysis:

a. Samples shall be analyzed for polychlorinated biphenyls (PCBs) using EPA

Method 8082. Turnaround time for sample results shall be dependent on

situation requirements, method restraints, and laboratory capacity. Samples

shall be packaged in a cooler on ice so that the samples arrive at the laboratory

at +/- 4˚C.

b. A chain-of-custody shall be prepared and shipped with the samples to the

laboratory. A chain-of-custody can be obtained from the laboratory and should

be completed with signatures as noted.

3.9 PCB REMEDIATION WASTE GENERATION AND DISPOSAL

A. Contractor shall manage all PCB remediation waste in accordance with Applicable Law.

B. Wastes characterized as PCB remediation waste shall be transported off-site and disposed

of at an Owner approved facility in accordance with all Applicable Law. Contractor shall

obtain approval of Owner prior to disposal of any wastes characterized as PCB

remediation waste.

3.10 UNVERSAL WASTE GENERATION AND DISPOSAL

A. Contractor shall manage all Universal Waste in accordance with Applicable Law.

B. Contractor shall obtain approval of Owner prior to disposal of any wastes characterized

as Universal Waste.


Contractor for disposal of Universal Waste. The designated waste disposal facility must

be approved by Owner prior to use.

D. Fluorescent light fixtures and other spent lamps are present within the building and shall

be removed and disposed by Contractor.

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E. Mercury switches (MerCoid) and other mercury containing devices (i.e. pressure gauges,

thermometers, etc.) that remain in the facility shall be removed and disposed by

Contractor as Universal Waste. Mercury containing devices shall be disposed in whole

(i.e. do not break and remove mercury) to prevent releases.

3.11 REFRIGERANT

A. Remove refrigerant from mechanical equipment according to Applicable Law before

starting demolition and recycle or dispose of appropriately.

3.12 WASTE WATER DISPOSAL AND DISCHARGE

A. Contractor is to collect liquid waste produced during the demolition activities in

containers suitable for transport and disposal as required in the Contract Documents (i.e.

decontamination water, high pressure wash water, etc.).

B. Contractor will be required to acquire one or more samples of non-hazardous liquids from

each container for characterization.

1. Samples will be analyzed for the following parameters, at a minimum:

a. Volatile Organic Compounds (US EPA Method SW 846)

b. Polynuclear Aromatic Hydrocarbons (US EPA Method 8270 SIM)

c. RCRA Metals (US EPA Method 6010/7470/7471)

d. Glycols (US EPA Method 8015).

e. Any additional analyses necessary to obtain disposal approval.

C. Sewer discharge is not available as a disposal option for this site. Liquid waste shall be

transported and disposed of at an approved facility in accordance with all Applicable Law.

D. In the event that liquid wastes are not suitable for a particular disposal facility, Contractor,

in conjunction with the Owner’s Representative, shall determine if onsite treatment of

liquid wastes is a viable option to render the waste stream appropriate for discharge at that

facility.

E. Any on-site treatment system proposed by Contractor shall be in accordance with

Applicable Law and approved by Owner prior to use. Contractor shall be required to

demonstrate the efficiency of the treatment system through sampling and analysis prior to

effluent discharge. Any permitting, sampling, reporting for this system will be the

responsibility of and paid for by the Contractor.

In the event that the waste characterization testing indicates that the water is either a

Hazardous Waste or TSCA Waste, Contractor may not conduct on-site treatment and the

Waste shall be transported and disposed of at an approved facility in accordance with all

Applicable Law.

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3.13 TRANSPORT FOR OFF-SITE DISPOSAL

A. Contractor is to use only licensed and bonded transporters to accomplish the off-site

transport and disposal of all solid wastes, recyclable materials and hazardous/special

wastes generated during performance of the Work. Transportation shall be conducted in

accordance with SECTION 025500.

3.14 MANIFEST AND BILL-OF-LADING

A. Contractor must coordinate the preparation of shipping records, including Universal

Hazardous Waste Manifests for transport of hazardous waste as required by Applicable

Law. Contractor must submit such shipping records to Owner’s Representative or Owner

for review and signature at least 48 hours prior to off-site transport in accordance with the

Waste Management Plan. Under no circumstances shall wastes (non-hazardous or

Regulated Materials) be removed from the premises without signature by, or knowledge

of, the Owner’s Representative.

B. Contractor is required to prepare a bill-of-lading for transport of solid waste as required

by the transporter and in conformance with all applicable transport regulations and

requirements.

3.15 DISPOSAL RECEIPTS AND EXECUTED MANIFESTS

A. The Contractor is required to submit to the Owner’s Representative copies of weigh

tickets/disposal receipts and fully executed manifest copies for all wastes. All such copies

shall be issued within 48 hours of transport.

B. A listing of materials recycled including total volumes, sources of recycled materials

including locations in building and recycling firms utilized must be maintained by

Contractor and provided to Owner on a weekly basis, with any outstanding information

provided at project completion.


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Section 025500

Regulated and

Hazardous Material Transport

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SECTION 025500 - REGULATED AND HAZARDOUS MATERIALS TRANSPORT

PART 1 - GENERAL

SUMMARY

A. Contractor shall furnish all labor, training, materials and equipment, and related items

required for the appropriate packaging and transportation of all Regulated Materials and

Wastes generated at the Project Site during the Work.

RELATED SECTIONS

A. The requirements of this section apply to ALL elements of the Work. Related sections

include, but are not limited to, all DIVISION 01 and DIVISION 02 sections, where

relevant and applicable:

DEFINITIONS


REGULATORY REQUIREMENTS

A. Comply with Applicable Law for the packaging and transportation of the Regulated

Materials and Wastes.

SUBMITTALS AND PROJECT RECORD DOCUMENTS

A. Provide all required submittals as identified in SECTION 013300.

B. Complete and submit all shipping papers, Hazardous Waste Manifests, and waste

management forms described in SECTION 025100.

QUALIFICATIONS

A. Transporters used by Contractor must have all appropriate licenses and Permits, and

copies of all such documentation shall be present with each vehicle used onsite and off-

site containing waste streams generated during this Work.

B. All personnel involved with the packaging and transportation of the Regulated Materials

must have the appropriate Department of Transportion (DOT) training and provide

evidence of such training to Owner and Owner’s Representative prior to offsite

transportation.

SCHEDULING

A. Contractor shall expeditiously characterize and transport offsite for disposal Regulated

Materials in accordance with SECTION 025100.

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B. Contractor shall comply with Applicable Law regarding accumulation time limits

pertaining to Regulated Materials. For example, Hazardous Wastes shall not be stored on-

Site for more than 90 days.

PART 2 - PRODUCTS – NOT APPLICABLE

PART 3 - EXECUTION

IDENTIFICATION OF WASTE MATERIALS FOR TRANSPORTATION

A. Contractor shall be responsible for the characterization of any materials that may be

required for off-site transportation in accordance with SECTION 025100.

B. For transportation purposes, it is assumed that all materials listed under 49 CFR 172.101

are considered Hazardous Materials. Contractor shall evaluate all Regulated Materials

discovered at the facility to designate which specific materials are to be classified as

Hazardous Materials for transportation purposes.

PACKAGING, LABELING, AND PLACARDING

A. Contractor shall package all Hazardous Materials for transportation and storage in

accordance with 49 CFR 172.101, any applicable sections of 49 CFR 173 and other

Applicable Law.

SHIPPING DOCUMENTS

A. Shipping Papers

1. Contractor shall prepare the shipping papers for all shipments of non-regulated

materials in accordance with the requirements of 49 CFR 172, Subpart C and 49

CFR 172.101. Shipping papers shall be provided to the Owner’s Representative for

review and Owner’s signature prior to transport offsite.

B. Waste Management Records

1. Contractor must prepare shipping papers including any Hazardous Waste manifest

for transport of Regulated Materials in accordance with SECTION 025100.

Contractor must submit such Waste Management Records to the Owner’s

Representative for review prior to signature prior to removal of any such material

from the Site.

C. Shipment Review

1. At the time the waste manifest is prepared, Contractor must make available for

review by the Owner’s Representative all packaged and/or bulk loaded Regulated

Materials and Wastes. In the period between observation by the Owner’s

Representative and off-site transport, Contractor must make provisions to ensure

that the waste is not changed in any manner.

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D. Emergency Response

1. Contractor is to provide transporter with an Emergency Response Guide concurrently with the

manifest to the driver of the transport vehicle before the material is loaded onto the vehicle.


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Section 028200

Asbestos Abatement

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SECTION 028200 - ASBESTOS ABATEMENT

PART 1 - GENERAL

1.1 GENERAL INFORMATION

A. Pre-Demolition Asbestos Inspection completed by Owner identifies the locations of the Regulated

Materials that require removal prior to demolition. A copy of this report is included in Exhibit A.

B. Contractor’s Base Bid price assumes that the building materials identified in the aforementioned

report contain asbestos requiring abatement prior to demolition activities.

1.2 REGULATORY REQUIREMENTS

A. In addition to and complimenting the Codes and Standards listed in SECTION 014200, the following

shall apply to the Work:

1. Comply with requirements and specifications of Environmental Protection Agency (EPA)

regulations, Occupational Safety & Health Administration (OSHA) regulations and State of

Missouri regulations.

2. Comply with National Emission Standards for Hazardous Air Pollutants (NESHAP), 40 CFR

Part 61, Subpart M.

B. All persons performing asbestos abatement Work shall be qualified to perform such Work. Submit

such evidence that all workers have attended training courses associated with asbestos abatement and

are certified in accordance with Applicable Law.

C. Air monitoring shall be performed by independent, third party certified asbestos inspector obtained

by Contractor.

D. Contractor shall give notification to EPA and/or state NESHAPs coordinator and other regulatory

agencies as required in advance of Work. A ten (10) day minimum notification is required.

E. Contractor shall be responsible for obtaining approval for disposal at one of the approved waste

disposal site identified in SECTION 025100.

1.3 DEFINITIONS


1.4 SUBMITTALS

A. The following submittals will be required prior to the implementation of the asbestos abatement

activities

1. Submit Schedule and detailed procedure to be used in the abatement of asbestos in

compliance with Applicable Law.

2. Submit evidence of worker training completion and required certifications prior to

commencement of the Work.

3. Copy of EPA and/or state notification and amendments, as necessary.

4. Copies of any regulatory response or confirmation regarding asbestos abatement

5. Copy of approval for disposal at one of the approved waste disposal site identified in

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SECTION 025100

B. The following Submittals will be required during the implementation of the asbestos abatement

activities:

1. Asbestos shipping records and landfill scale tickets.

2. Submit evidence of worker training completion and required certifications for additional staff

that may Work on the abatement project.

1.5 CONTRACTOR’S RESPONSIBILITIES

A. Provide equipment and materials as required to seal off area, remove asbestos, clean area, and dispose

of asbestos in accordance with Applicable Law.

B. Provide proper worker protection clothing (including coveralls, headcover, and footwear),

respirators, filters, and other items, as required. Eye protection and hard hats shall be available as

appropriate.

C. Provide proper worker protection during abatement activities on the roof as part of the Project in

accordance with the Contractor’s Site Health & Safety Plan.

D. Provide all temporary utilities including, but not limited to, lighting, electrical extension cords,

portable light fixtures, ground fault protection, water hoses, vacuums, pumps, filters and filtering

equipment, brooms, mops, and related essential items.

E. Contractor will be responsible for providing water for use at the site to wet the materials and the bags

prior to disposal.

F. Contain and properly dispose of all wash water from the containment area cleaning and

decontamination facility.

G. Provide a decontamination facility adjacent to the Work area for housing change room, shower area,

and equipment area if required. Provide with lockers or acceptable provisions to secure street and

Work clothes, towels, soap, and other necessary hygiene requirements if required.

H. Establish and maintain a system or log showing the following:

1. The number of barrels, drums and other containers, and sealed packages loaded onto the truck

for each trip to the approved disposal site.

2. The number of barrels, drums and other containers, and sealed packages buried at the disposal

site and the signature by the disposal site operator receiving the material. If a barrel or drum is

recycled for reuse, the number of bags taken from the drum and buried shall be recorded.

I. Contractor will be responsible for providing power for lighting, blowers, etc. related to the asbestos

abatement activities.

J. Owner will make available to Contractor the following items:

1. Area for unloading and loading of equipment and materials, and picking up of waste.

PART 2 - PRODUCTS: NOT USED

PART 3 - EXECUTION

3.1 ASBESTOS SAMPLING

A. Contractor shall collect samples of any suspect asbestos-containing materials that are discovered

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during demolition activities. Analytical results shall be provided to Owner’s Representative prior to

commencement of abatement or demolition.

B. In the event that asbestos is present in any of these areas, Contractor shall conduct abatement activities

in accordance with this section and the alternate bid price provided in the bid.

3.2 ASBESTOS ABATEMENT AIR MONITORING

A. Independent third party air monitoring will be provided by Contractor to confirm compliance with

Applicable Law. Air monitoring will be performed at the following intervals and in each Work area:

1. Prior to start of Work to identify fiber levels of ambient air.

2. During the abatement process to identify fiber levels inside and outside the Work areas. If

monitoring results show that airborne concentrations are in excess of allowable limits,

Contractor will be notified and be required to stop removal of asbestos and correct the condition

causing the increase.

3. Following final cleanup after all surfaces have dried and before containment barriers are

removed to ensure that the final decontamination levels have been met (as indicated in

Paragraph 3.03).

B. Samples shall be collected to identify the concentrations of asbestos fibers by laboratory analysis.

Following final cleanup, minimum analytical method shall be by Phase Contrast Microscopy

developed by NIOSH and performed by a certified laboratory participant in the NIOSH Proficiency

Analytical Testing Program.

C. Contractor is responsible for any personnel air monitoring inside and outside of the Work and

containment areas as required by Applicable Law.

D. Contractor will provide Owner’s Representative with a 24-hour notice for conducting the visual

inspection of the containment areas for final clearance inspection and air monitoring samples.

3.3 FINAL WORK AREA CLEAN-UP AND DECONTAMINATION

A. General Requirements: After all asbestos-containing or contaminated materials have been removed

and bagged for disposal, remove all appropriately contained asbestos containing wastes and perform

a final clean-up and decontamination of each Work area. Final cleaning shall be performed only after

all waste is packaged and removed, but prior to dismantling any barrier, decontamination facility, or

protective coverings. Cleaning will be subject to the Owner’s Representative’s approval based on a

visual inspection and/or surface dust wipe tests, and air testing results by the independent third party

air monitoring contractor.

B. Decontamination

1. Clean all waste containers and equipment with a HEPA-filtered vacuum, wash in the Shower

Room, and then remove from the Work area.

2. Wipe clean all surfaces in the Work area and, after drying, thoroughly decontaminate with a

HEPA-filtered vacuuming device.

C. Final Clearance Inspection

1. Contractor will provide Owner’s Representative with a 24-hour notice for conducting the visual

inspection of the containment areas for final clearance inspection and air monitoring samples.

87 | P a g e


January 27, 2017

2. If the independent air monitoring Contractor observes any asbestos waste or fibers within the

Work area during the inspection, perform additional cleanup and decontamination to correct

the situation.

3. If the independent air monitoring Contractor approves the cleaning through visual inspection,

this Contractor will collect air samples inside the Work area. Contractor shall assume that the

clearance analytical results will be available within 3 working days of sample collection.

4. If the air sample results are above acceptable limits, perform additional cleaning and

decontamination; and repeat the final inspection steps identified above.

5. If the air sample results are below acceptable limits, Owner’s Representative will give approval

to remove and package for disposal all protective coverings, all additional plastic sheeting,

seals, and other disposable items, and the Decontamination Facility.

6. Contractor shall not remove any containment area until final clearance authorization is

provided by the Owner’s Representative of each containment area.

3.4 WASTE GENERATION AND DISPOSAL

A. Asbestos Containing Materials

1. Asbestos wastes include all building materials, insulation, disposable clothing and protective

equipment, plastic sheeting and tape, exhaust systems or vacuum filters, or any equipment which

has been contaminated with asbestos and cannot be completely cleaned by vacuuming followed

by washing in the Decontamination Facility. Any panels, supports, or other demolished

building materials which are removed to gain access to asbestos materials shall be considered

asbestos wastes unless Contractor can demonstrate to Owner’s Representative an ability to

remove and totally clean them.

2. Handle, package, store, transport, and dispose of all asbestos wastes as specified in this Section

and Applicable Law.

3. Promptly place all waste material in plastic bags. Count or measure the volume of each filled

container, and maintain a written record of such for inspection by Owner’s Representative.

4. Affix warning labels, having waterproof print and permanent adhesive, to the lid and/or sides

of all containers. Warning labels shall be conspicuous and legible, and contain the proper

wording.

5. Thoroughly wet all waste when packaged. Insufficiently wetted bags shall be opened, rewetted,

and resealed. When a waste container is full, securely seal with tape. Seal drums with a solid

lid and retaining ring; label, and then transport.

B. Waste Container Removal and Disposal Documentation

1. To comply with the requirement that waste disposal at the approved disposal site be

documented, remove waste containers from Work areas only under the observation of Owner’s

Representative; and complete a waste disposal documentation form or log for each load of

waste removed from an area.

2. Transport the waste, and complete or obtain all required licenses, manifests, dump slips, or

other forms. Copies of all forms or licenses shall be given to Owner’s Representative prior to

any payments for Work completed.

88 | P a g e


January 27, 2017

3.5 NON-ASBESTOS RELATED CLEAN-UP WORK

A. Periodically accomplish removal of non-asbestos related debris, resultant dirt, and surplus or

damaged materials to keep the Site reasonably clean. Periodic cleaning shall encompass removal of

tools not in active use, and scaffolding and other equipment no longer needed.

B. Upon completion of the asbestos removal Work, remove all temporary construction, facilities, and

unused materials.

3.6 RECORDING OF ASBESTOS REMOVED

A. Establish and maintain a system or log showing the following:

B. The number of barrels, drums and other containers, and sealed packages loaded onto the truck for

each trip to the approved disposal site.

C. The number of barrels, drums and other containers, and sealed packages buried at the disposal site

and the signature by the disposal site operator receiving the material. If a barrel or drum is recycled

for reuse, the number of bags taken from the drum and buried shall be recorded.

3.7 REMOVAL AND DISPOSAL OF SMALL DIAMETER PIPING WITH ACM INSULATION

A. Small diameter piping of 6-inch OD (refers to outside diameter of the insulation) or less can be

wrapped, cut and disposed of in bulk (i.e. piping, insulation and skin) as ACM.


89 | P a g e


January 27, 2017

CONTRACT

DRAWINGS

CALL BEFORE

YOU DIG

1-800-336-9193

FIBEROPTICCABLE!

DESCRIPTIONDESCRIPTIONREVISION # BY DATEREVISION # BY DATE

FES #:

DRAWN BY:

CHECKED BY:

SHEET NUMBER

DRAWN BY:

CHECKED BY:

SHEET NUMBER

DATE:DATE:

ofof

LEGEND:LEGEND:

LOCATION & DESCRIPTION:

26861

D. DESEN

Fence

Railroad Right Of Way

Fiber Optic Cable

Track Removal

Future Industry Owned Trackage

Proposed Industry Owned Trackage

Existing Industry Owned Trackage

Proposed Railroad Owned Trackage

Existing Railroad Owned TrackageK. MOORE-COOKS

BID DOCUMENTS ONLY

For Use In Agreement With:

500 ftN

➤➤

N© 2016 Google© 2016 Google

State S

t

Woodswether Rd

Warehouse to be demolishedand removed. Approx. 28,000sf

Site Plan

CALL BEFORE

YOU DIG

1-800-336-9193

FIBEROPTICCABLE!


FES #:

DRAWN BY:

CHECKED BY:

SHEET NUMBER

DRAWN BY:

CHECKED BY:

SHEET NUMBER

DATE:DATE:

ofof

LEGEND:LEGEND:


26861

D. DESEN

Fence


Fiber Optic Cable

Track Removal






BID DOCUMENTS ONLY


Site Pictures

View of Bldgfrom east end

View of Bldgfrom south side

CALL BEFORE

YOU DIG

1-800-336-9193

FIBEROPTICCABLE!


FES #:

DRAWN BY:

CHECKED BY:

SHEET NUMBER

DRAWN BY:

CHECKED BY:

SHEET NUMBER

DATE:DATE:

ofof

LEGEND:LEGEND:


26861

D. DESEN

Fence


Fiber Optic Cable

Track Removal






BID DOCUMENTS ONLY


Site Pictures

View of Bldgfrom north side

CALL BEFORE

YOU DIG

1-800-336-9193

FIBEROPTICCABLE!


FES #:

DRAWN BY:

CHECKED BY:

SHEET NUMBER

DRAWN BY:

CHECKED BY:

SHEET NUMBER

DATE:DATE:

ofof

LEGEND:LEGEND:


26861

D. DESEN

Fence


Fiber Optic Cable

Track Removal






BID DOCUMENTS ONLY


Site Pictures

West End of Bldg

View offoundationpiers

View offoundationpiers

CALL BEFORE

YOU DIG

1-800-336-9193

FIBEROPTICCABLE!


FES #:

DRAWN BY:

CHECKED BY:

SHEET NUMBER

DRAWN BY:

CHECKED BY:

SHEET NUMBER

DATE:DATE:

ofof

LEGEND:LEGEND:


26861

D. DESEN

Fence


Fiber Optic Cable

Track Removal






BID DOCUMENTS ONLY


Site Pictures

Pictures insidethe building

90 | P a g e


January 27, 2017

EXHIBIT A

Asbestos and Hazardous Materials Survey Report: Warehouse at

Woodswether Terminal 400 State Street

Kansas City, Missouri

Port KC 400 State Street


Woodswether Terminal Project No. 86867

01/20/2017

Asbestos and Hazardous Materials Survey Report:

Warehouse at Woodswether Terminal

400 State Street Kansas City, Missouri

prepared for

Port KC Woodswether Terminal


Project No. 86867

01/20/2017

prepared by

Burns & McDonnell Engineering Company, Inc. Kansas City, Missouri

COPYRIGHT © 2017 BURNS & McDONNELL ENGINEERING COMPANY, INC.

INDEX

Port KC Asbestos and Hazardous Materials Survey Report: Warehouse at Woodswether

Terminal 400 State Street

Kansas City, Missouri Project No. 86867

Report Index Chapter Number Chapter Title

Number of Pages

1.0 Introduction 1 2.0 Asbestos Survey Procedures 2 3.0 Hazardous Materials Survey Methods 1 4.0 Results 1 5.0 Recommendations 1 Appendix A Certifications and Accreditations 1

Asbestos and Hazardous Materials Survey Report Table of Contents

Port KC i Burns & McDonnell

TABLE OF CONTENTS

Page No.

1.0 INTRODUCTION ............................................................................................... 1-1 1.1 Inspector Credentials ........................................................................................... 1-1 1.2 Functional Spaces Included in Survey ................................................................. 1-1

1.2.1 Historical Records Review ................................................................... 1-2

2.0 ASBESTOS SURVEY PROCEDURES ............................................................. 2-1 2.1 Asbestos Sampling Methods ................................................................................ 2-1 2.2 Asbestos Containing Material Definitions ........................................................... 2-2

3.0 HAZARDOUS MATERIALS INVENTORY ........................................................ 3-1 3.1 Hazardous Materials Survey Methods ................................................................. 3-1

3.2 Lead Based Paint Sample Results………………………………………………3-1

4.0 RESULTS .......................................................................................................... 4-1 4.1 Asbestos Results .................................................................................................. 4-1 4.2 Hazardous Materials Inventory Results ............................................................... 4-1

5.0 RECOMMENDATIONS ..................................................................................... 5-1 5.1 Asbestos Recommendations ................................................................................ 5-1 5.2 Hazardous Materials Recommendations .............................................................. 5-1

APPENDIX A - CERTIFICATIONS AND ACCREDITATIONS

APPENDIX B – EHS LABORATORY REPORT

Asbestos and Hazardous Materials Survey Report Table of Contents

Port KC ii Burns & McDonnell

LIST OF TABLES

Table 1 .................................................................................... Hazardous Materials Inventory Table 2-1 ......................................................... Functional Spaces and Homogeneous Materials Table 2-2 …………………………………....Suspect Asbestos Sample Results and Locations Table 2-3 …………………………………..Positive Asbestos Sample Results and Locations Table 2-4 ………………………..………….Lead Based Paint Sample Results and Locations

LIST OF FIGURES

Figure 1 ..................................................................................................................... Photo Log Figure 2 .................................................................................................................. Aerial View

Asbestos and Hazardous Materials Survey Report INTRODUCTION

Port KC 1-1 Burns & McDonnell

1.0 INTRODUCTION

This report summarizes the results of an asbestos and hazardous material survey performed at the Port KC

Woodswether Terminal Warehouse at 400 State Street in Kansas City, Missouri. The survey was

completed by Burns & McDonnell Engineering Company, Inc. (Burns & McDonnell), on January 12,

2017.

Professional judgment was used to determine survey methods, procedures, and report format, particularly

regarding the location and number of collected samples. Although efforts were made to follow customary

practices of environmental and/or industrial hygiene sciences to identify all suspect hazardous materials,

no guarantee or warranty is provided regarding the existence or absence of such materials, and a

possibility remains for the presence of additional suspect materials that were inaccessible, including

above ceilings, behind walls & mirrors, underground, etc. Therefore, prior to renovation or demolition

activities, a contractor must first verify locations and amounts of materials identified in this report, then

be alert to isolate any newly discovered, suspect hazardous materials and promptly communicate the

discovery to the owner, manager, and/or general contractor as appropriate and seek further direction to

properly protect occupants, workers and the public. Semi-destructive sampling methods were used,

causing unavoidable blemishes or damage to facility structures and finishes. Findings in this report are

based on conditions at the time of the survey and results rely on third-party laboratory analyses.

1.1 Inspector Credentials

Missouri-certified inspector, Mr. Adrian Wenker conducted the survey and collected the associated

samples at the Site. Asbestos inspector accreditation was assured by following the EPA Model

Accreditation Program (MAP) for asbestos training, as required by the Asbestos School Hazard

Abatement Reauthorization Act (ASHARA). Inspector certifications and accreditations are provided as

Appendix A

1.2 Functional Spaces Included in Survey

The areas included in this survey were grouped by the inspector(s) into functional spaces, which are

areas/mechanical systems within the building that are used for a specific purpose and may be included in

future renovation activities. Functional spaces included in this survey are listed below.

All interior and exterior areas of the building except the roof, were entered and visually

inspected to determine the presence of suspect materials.

Asbestos and Hazardous Materials Survey Report INTRODUCTION


1.2.1 Historical Records Review

No historical inspection records were found.

Asbestos and Hazardous Materials Survey Report ASBESTOS SURVEY PROCEDURES


2.0 ASBESTOS SURVEY PROCEDURES

2.1 Asbestos Sampling Methods

The purpose of this asbestos survey was to identify whether asbestos is present in building areas that may

be impacted by anticipated demolition activities. Therefore, this survey was primarily intended to meet

the EPA National Emissions Standards for Hazardous Air Pollutants (NESHAP) for asbestos in 40 CFR

61, Subpart M, which requires, prior to demolition or renovation activities, that the owner is responsible

to “thoroughly inspect the affected facility” for the presence of asbestos. Applicable portions of the

Occupational Safety and Health Administration (OSHA) standard 29 CFR 1926.1101 for asbestos were

also followed. Other guidelines, including the ASTM E2356-10, Standard Practice for Comprehensive

Building Asbestos Surveys, were reviewed and utilized as needed or noted in this report.

The accredited inspector(s) visited each functional space and identified materials suspect for asbestos that

were uniform in color, texture, and apparent date of installation (per ASTM) as homogeneous areas.

Suspect materials are commonly grouped into one of three classifications:

Thermal-system insulation (TSI)

Surfacing Materials

Miscellaneous Materials

Then, according to OSHA 29 CFR 1926.1101(K)(5)(B) and EPA MAP bulk sampling methods, the

inspector(s) collected a sample(s) from each homogeneous area, and followed the MAP exception for TSI

that ‘convenience sampling…may be more appropriate for…non-school buildings”.

Semi-destructive sampling methods were used and this caused unavoidable minor impact and blemishes

to facility structures and finishes. Amended water spray was used during sample collection to control

dust and fiber release. Wetted bulk samples were placed into individual, sealable containers. The

inspector(s) retained the samples until submittal to the laboratory.

An effort was made to collect at least three samples of each suspect, homogeneous material, unless the

inspector determined that the material was small and appeared to be of a consistent, manufactured product

(per ASTM standard) such that fewer samples would be representative, or where three would not be

practical. Typically, no samples were collected of non-suspect materials such as: fiberglass, foam glass,

rubber, glass, steel, concrete, porcelain, and wood. Sampling did not include cloth-like casing of electric

wiring, which, if found, may be assumed positive. In some cases where suspect materials are present,

asbestos may be assumed or presumed without collecting bulk samples.

Asbestos and Hazardous Materials Survey Report ASBESTOS SURVEY PROCEDURES


A total of 18 bulk asbestos samples were collected from the Site. Sampled items include: window

glazing, floor tile, adhesive, mastic, TSI, and plaster. A Photo Log is provided as Figure 1.

Samples were submitted to Environmental Hazards Services, LLC (EHS) of Richmond, Virginia for

asbestos analysis. EHS is certified by the National Voluntary Laboratory Accreditation Program

(NVLAP), Laboratory Number 101882-0, to perform laboratory analyses for bulk asbestos samples. EHS

analyzed the bulk samples using polarized light microscopy (PLM) with dispersion staining in accordance

with the EPA test method for the determination of asbestos in bulk samples (EPA 600/R-93/116). The

laboratory provides the approximate percentage of asbestos fibers in the sample and also identifies the

crystal form of the asbestos. Some collected samples had two or more layers, such as a material with

adhesive, and the laboratory analyzed all layers.

2.2 Asbestos Containing Material Definitions

Materials are considered asbestos-containing material (ACM) if they contain greater than one percent

(1%) asbestos. ACM is categorized by the inspector as either:

Friable (can be crumbled, pulverized, or reduced to powder by hand pressure, when dry),

Category I non-friable (asbestos-containing packings, gaskets, resilient floor coverings

and asphalt roofing products), or

Category II non-friable (any other non-friable asbestos material).

Asbestos and Hazardous Materials Survey Report HAZARDOUS MATERIALS INVENTORY


3.0 HAZARDOUS MATERIALS INVENTORY

3.1 Hazardous Materials Survey Methods

The Burns & McDonnell inspector walked through the building in an effort to visually identify and

catalogue (no sampling) the quantity and location of polychlorinated biphenyl (PCB)-containing

materials, mercury-containing materials, and other visible, hazardous materials.

PCBs are no longer commercially produced in the United States. However, PCBs are still present in

products where PCBs have been used including electrical transformers, electrical lamp ballasts, hydraulic

fluids, etc. The facility was surveyed for the potential presence of such materials. According to the EPA,

suspect materials, including transformers and lighting ballasts, must be considered positive for PCBs

unless the product is clearly marked with a label stating “NO PCBs” in the product.

Mercury can be present in liquid form, such as in switches/thermostats, which were identified in this

survey. Electrical lamps including fluorescent tubes, neon, compact fluorescent lamps, high-pressure

sodium, mercury vapor, metal halide, and high-intensity discharge (HID) lamps may contain mercury at

levels classifying tube disposal as hazardous waste according to the EPA. Recently, lighting companies

have begun producing “low-level” mercury lamps. These “green” lamps are typically marked by green

end caps (Phillips brand) or green labeling (GE and Sylvania brand). Other lighting companies may have

varying methods of identifying low-level mercury lamps. Lighting tubes were identified and counted.

3.2 Lead Based Paint Sample Results

Paint samples were collected from four surfaces and submitted for analysis to determine if the paint is

lead based as defined in 24 CFR Part 35.86. Paint is considered lead based if it contains lead equal to or

in excess of 1.0 milligram per square centimeter or 0.5% by weight. OSHA lead regulations for general

industry can be found in 29 CFR 1910.1025. OSHA has established a Permissible Exposure Limit (PEL),

which is based on an 8-hour, Time-Weighted-Average (TWA), at not greater than 50 µg/m³, with an

action level set at 30 µg/m³. In order to minimize lead vapor exposure, grinding, sawing, or torch cutting

should not be used on lead paint,. Care should be taken to not use hot work methods in demolishing lead

coated structures. If lead is encountered on the site, employees must be notified and informed by their

employer as to safe work practices.

None of the analyzed samples contained lead.

Asbestos and Hazardous Materials Survey Report RESULTS


4.0 RESULTS

Results of the surveys are representative of conditions on the day of sampling. There is a possibility that

other materials may be discovered during future activities.

4.1 Asbestos Results

The EHS laboratory report is provided as Appendix B. As indicated in Appendix B and summarized in

Table 2-3, both friable TSI and category I non-friable ACM were identified during the survey of the Site.

Friable ACM includes approximately 100-square feet (ft2) of thermal system insulation on a tank in the

boiler room and associated TSI on piping. Category I non-friable ACM includes approximately 350 ft2

Floor Tile (9”x9”) and mastic, and 20 windows containing asbestos window caulk. Material quantities

presented in Table 2 are considered to be estimates only.

4.1 Lead-Paint Results

Although none of the samples are considered to be lead-based paint, the laboratory identified low

concentrations of lead in each of the paint samples (i.e. lead-containing paint).

4.2 Hazardous Materials Inventory Results

A summary of the hazardous materials, and associated quantities identified during the survey is presented

in Table 1:

Table 1 Material Quantity Unit

High Intensity Discharge (HID) Light Bulbs Throughout warehouse

19 --

Green Waste, First Floor Office 1 --

Mercury on Thermostat in warehouse 1 --

Potential Polychlorinated Biphenyl (PCB) Ballasts associated with fluorescent light fixtures

10 --

Asbestos and Hazardous Materials Survey Report RECOMMENDATIONS


5.0 RECOMMENDATIONS

5.1 Asbestos Recommendations

This survey has identified the presence of friable and non-friable ACM. All ACM identified in this

survey must be properly abated by an asbestos contractor licensed in the State of Missouri and in

accordance with all applicable local, state, and federal regulations prior to demolition.

Retain a copy of this survey report for future reference and update by the building owner.

In the future, if a specific remediation or demolition project scope of work is developed, a project-specific

specification is recommended to be prepared for the project, and included in the construction project

manual.

5.2 Lead-Paint Recommendations

The paint is not considered to be lead-based paint, but since it does contain low concentrations of lead,

contractors must be made aware of the lead concentrations and take actions to follow the OSHA lead

construction regulations to reduce and limit potential worker exposure to lead fumes or lead dust.

5.3 Hazardous Materials Recommendations

This survey has identified the presence of potential hazardous materials. All hazardous materials

identified in this survey should be properly characterized and profiled prior to disposal or recycling in

accordance with applicable local, state, and federal guidelines prior to demolition.

TABLE

TABLE 2-1

FUNCTIONAL SPACES AND HOMOGENEOUS MATERIALS Kansas City Ports

Kansas City, Missouri 1/12/2017

FUNCTIONAL SPACE No.

LOCATION HOMOGENEOUS MATERIALS

1

Warehouse Office

TSI.= Tank Insulation TSI.= Line Insulation Misc.= Window Caulk Misc.= 9”x9” Floor tile w/mastic Misc.= Plaster Misc.= Wall Adhesive Misc.= White Block Misc.= Drywall

Misc- Miscellaneous TSI- Thermal System Insulation

TABLE 2-2

SUSPECT ACM RESULTS Kansas City Ports


Location (Functional Space) and

Description Sample

No. Homogeneous Material Type

PLM Results (Present/ NAD1)

TEM Results (% and type asbestos)

Warehouse Office: Boiler Room; TSI- Tank Insulation

112-1 TSI 45% Chrysotile -



Warehouse Office: Boiler Room; TSI- Pipe Insulation




Warehouse Office: Second Floor, SE Office; Window Caulk

112-5 Miscellaneous 3% Chrysotile -

Warehouse Office: Second Floor, NE Office; 9”x9” floor tile w/ mastic

112-6 Miscellaneous 5% Chrysotile

<1% Chrysotile, Trace in mastic

-



2% Chrysotile in mastic

-




-

Warehouse Office: Second Floor Restroom; 9”x9” floor tile w/ mastic



-

Warehouse Office: Second Floor, NE Office; Plaster 112-10 Miscellaneous NAD -

Warehouse Office: Second Floor, Inner Office; Wall Adhesive

112-11 Miscellaneous NAD -

Warehouse Office: Second Floor, Inner Office; Wall Adhesive



112-13 Miscellaneous 3% Chrysotile -

Warehouse Office: Stairwell; Plaster 112-14 Miscellaneous NAD -

Warehouse Office: Second Floor; White Block 112-15 Miscellaneous NAD -

Warehouse Office: Second Floor; White Block 112-16 Miscellaneous NAD -

Warehouse Office: First Floor; Drywall 112-17 Miscellaneous NAD -

Location (Functional Space) and

Description Sample

No. Homogeneous Material Type

PLM Results (Present/ NAD1)

TEM Results (% and type asbestos)

Warehouse Office: First Floor, SE Office; Window Caulk


NAD- No Asbestos Detected by PLM Analysis; PLM- Polarized Light Microscopy TEM- Transmission Electron Microscopy TSI- Thermal System Insulation Bold- Samples positive for asbestos.

TABLE 2-3

POSITIVE ASBESTOS SAMPLE RESULTS AND LOCATIONS Kansas City Ports


Location (Functional Space) and Description Sample No.

Homogeneous Material Type

PLM Results (Present/ NAD)

Estimated Quantity


112-1-112-2

TSI 45% Chrysotile 100 Ft2


112-3- 112-4

TSI 55% Chrysotile 30 LF


112-5, 112-13

Miscellaneous 3% Chrysotile 20 windows


112-6- 112-9

Miscellaneous 5% Chrysotile <1-3% Chrysotile

350 Ft2

NAD- No Asbestos Detected by PLM Analysis; PLM- Polarized Light Microscopy TEM- Transmission Electron Microscopy TSI- Thermal System Insulation Bold- Samples positive for asbestos.

TABLE 2-4

LEAD PAINT SAMPLE RESULTS AND LOCATIONS Kansas City Ports


Sample # Location Lead Result (% by weight)

PB-1 First Floor Office Foyer 0.11%

PB-2 Exterior wood paint, East Structure attached to warehouse

0.011%

PB-3 Warehouse by electrical room 0.0085%

PB-4 Support by shaft and electrical room in warehouse

0.0072%

Lead-based paint equals or exceeds 0.5% lead, lower detections of lead are considered to be lead-containing paint.

FIGURE

PHOTO LOG

9”x9” Floor Tile with mastic (5% Chrysotile in tile, trace-3% Chrysotile in Mastic.

Boiler Insulation (45% Chrysotile)

Pipe Wrap (TSI) (55% Chrysotile)

Windows with asbestos caulk (3% Chrysotile)

Wall Adhesive (No asbestos detected)

White Block (No asbestos detected)

500 ftN

➤➤

N© 2016 Google

© 2016 Google

© 2016 Google

State S

t

Woodswether Rd

Warehouse to be demolishedand removed. Approx. 28,000sf

APPENDIX A - CERTIFICATIONS AND ACCREDITATIONS

APPENDIX B – EHS LABORATORY REPORT

Asbestos BulkAnalysis Report

Client:

Report Number:

Project/Test Address:

Client Number:

Reported Date:

Received Date:

Analyzed Date:

Burns & McDonnell Engineering 01/16/2017

26-3514

01/19/2017

17-01-01681

7469 Whitepine Rd

Telephone: 800.347.4010

Richmond, VA 23237

Environmental Hazards Services, L.L.C.

86867, KC Ports; Kansas City, MO

Laboratory ResultsFax Number:

816-822-3494

9400 Ward Pkwy.Kansas City, MO 64114

01/17/2017, 01/18/2017

Layer Type AsbestosClient SampleNumber

OtherMaterials

Lab Gross DescriptionLab SampleNumber

Brown Fibrous;Homogeneous

17-01-01681-001 0112-1 50% Fibrous Glass5% Non-Fibrous

45% Chrysotile

45%Total Asbestos:

Brown Fibrous;Homogeneous

17-01-01681-002 0112-2 50% Fibrous Glass5% Non-Fibrous

45% Chrysotile

45%Total Asbestos:

Gray Fibrous;Homogeneous

17-01-01681-003 0112-3 40% Cellulose5% Non-Fibrous

55% Chrysotile

55%Total Asbestos:

Gray Fibrous;Homogeneous


55% Chrysotile

55%Total Asbestos:

Tan Chalky;Homogeneous

17-01-01681-005 0112-5 97% Non-Fibrous3% Chrysotile

3%Total Asbestos:

1 of 4Page

Tan Vinyl; Homogeneous17-01-01681-006A 0112-6 95% Non-FibrousTile 5% Chrysotile

5%Total Asbestos:

Yellow/Black Adhesive;Inhomogeneous

17-01-01681-006B 0112-6 2% Cellulose98% Non-Fibrous

Mastic Trace <1% Chrysotile

Unable to cleanly separate mastics. Possible contamination from tile.

Trace <1%Total Asbestos:

Dark Red Vinyl;Homogeneous

17-01-01681-007A 0112-7 95% Non-FibrousTile 5% Chrysotile

5%Total Asbestos:

Black Adhesive;Homogeneous


Mastic 2% Chrysotile

2%Total Asbestos:


5%Total Asbestos:




3%Total Asbestos:


5%Total Asbestos:




2%Total Asbestos:

Yellow/Brown Granular;Inhomogeneous

17-01-01681-010 0112-10 100% Non-FibrousNAD

Environmental Hazards Services, L.L.C


Client Number: Report Number:26-3514 17-01-01681


OtherMaterials

AsbestosLab SampleNumber

Layer Type Lab Gross DescriptionClient SampleNumber

2 of 4Page

Brown Brittle;Homogeneous

17-01-01681-011 0112-11 100% Non-FibrousNAD

Brown Brittle;Homogeneous

17-01-01681-012 0112-12 100% Non-FibrousNAD

Red Paint-Like; Pink/TanChalky; Inhomogeneous

17-01-01681-013 0112-13 97% Non-Fibrous3% Chrysotile

Chrysotile present throughout

3%Total Asbestos:

Tan Granular;Homogeneous

17-01-01681-014 0112-14 100% Non-FibrousNAD

Tan Chalky; BrownFibrous; Inhomogeneous


NAD

Tan Chalky; BrownFibrous; Inhomogeneous


NAD

Gray Chalky; BrownFibrous; Inhomogeneous


NAD

Red/Gray Paint-Like; RedChalky; Inhomogeneous

17-01-01681-018 0112-18 100% Non-FibrousNAD





OtherMaterials



3 of 4Page





OtherMaterials



Tasha Eaddy

1% Asbestos

Analyst:

Reporting Limit:

Method:

QC Blank:

QC Sample:

Meredith Outlaw

EPA Method 600/R-93/116, EPA Method 600/M4-82-020

QA/QC Clerk

Reviewed By Authorized Signatory:

83-M22010-3, 87-M12011-3

SRM 1866 Fiberglass

NAD = no asbestos detectedLEGEND:

The condition of the samples analyzed was acceptable upon receipt per laboratory protocol unless otherwise noted on this report. Each distinct

component in an inhomogeneous sample was analyzed separately and reported as a composite. Results represent the analysis of samples submitted

by the client. Sample location, description, area, volume, etc., was provided by the client. This report cannot be used by the client to claim product

endorsement by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without the written consent of the

Environmental Hazards Service, L.L.C. California Certification #2319 NY ELAP #11714 NVLAP #101882-0 VELAP 460172. All information concerning

sampling location, date, and time can be found on Chain-of-Custody. Environmental Hazards Services, L.L.C. does not perform any sample collection.

Environmental Hazards Services, L.L.C. recommends reanalysis by point count (for more accurate quantification) or Transmission Electron Microscopy

(TEM), (for enhanced detection capabilities) for materials regulated by EPA NESHAP (National Emission Standards for Hazardous Air Pollutants) and

found to contain less than ten percent (<10%) asbestos by polarized light microscopy (PLM). Both services are available for an additional fee.

400 Point Count Analysis, where noted, performed per EPA Method 600/R-93/116 with a Reporting Limit of 0.25%.

* All California samples analyzed by Polarized Light Microscopy, EPA Method 600/M4-82-020, Dec. 1982.

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Burns & McDonnell Engineering Co., Inc. 1431 Opus Place, Suite 400 Downers Grove, IL 60515

O 630-724-3200 F 630-724-3201

www.burnsmcd.com

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