17B0007_Amendment_0003_Specifications_(2_of_3).pdf

ECS Crane Replacement 16002 Lake Washington Ship Canal, WA

00 73 00-A

W912DW-17-B-0007 R0003

INDEX OF DRAWINGS

FILE NO. E-2-3-244 DATED 14 JUNE 2017

SHEET

NUMBER

SHEET ID

TITLE

REVISION

DATE

1 G-001 TITLE, LOCATION AND VICINITY MAPS

2 G-002 DRAWING INDEX AND GENERAL

PROJECT DESCRIPTION

R0002 08/02/2017

3 C-101 GENERAL SITE AND ACCESS PLAN

4 C-102 CIVIL SITE PLAN

5 S-001 GENERAL NOTES R0002 08/02/2017

6 S-101 STRUCTURAL PLAN AND DETAILS

7 A-001 LEGEND, ABBREVIATIONS AND

GENERAL NOTES

8 AD101 DEMO 1 - OPERATING HOUSE DOOR

9 A-101 FLOOR PLANS AND SECTION

10 A-501 ARCHITECTURAL DETAILS

11 MD101 DEMO 1 - DERRICK CRANE AND DECK

12 MD401 DEMO 2 - OPERATING HOUSE

EQUIPMENT AND DECK

13 M-101 LUFFING CRANE LIFTING

REQUIREMENTS

14 M-201 LUFFING CRANE ELEVATION

15 M-501 DIESEL POWER GENERATOR

INSTALLATION

R0003 08/11/2017

16 M-502 MECHANICAL DETAILS

17 E-001 ELECTRICAL LEGEND

18 ED101 ELECTRICAL DEMOLITION PLAN

19 ED401 EMERGENCY DAM HOIST HOUSE

DEMOLITION PLAN AND SECTIONS

R0003 08/09/2017

20 ED402 CONTROL HOUSE DEMOLITION PLAN

AND SECTION

21 ED601 EXISTING ELECTRICAL ONE-LINE

DEMOLITION

22 E-101 EMERGENCY DAM HOIST HOUSE PLAN

AND SECTIONS

R0002 08/02/2017

23 E-401 CONTROL HOUSE ENLARGED PLANS

SHEET

SHEET ID

TITLE

24 E-601 ONE-LINE DIAGRAM R0002 08/02/2017

REFERENCE DRAWINGS

Reference drawings provided show conditions at time of construction. These drawings are furnished for information only and the Government does not warrant that conditions will be exactly as shown. Minor deviations can be anticipated and shall not be the basis for a claim for extra compensation.

Drawing File number_______________

REFERENCE

DRAWING

TITLE

1 14038 STIFF LEG DERRICK DESIGN -

OVERALL PLAN & SECTION

2 14051 GENERAL ARRANGEMENT OF

DERRICK CRANE

3 12424 DERRICK FOUNDATION

4 14040 MAST DESIGN

5 14122 BULL WHEEL DETAILS

6 14032 STEP BEARING (BASE OF MAST)

7 14117 STIFF LEGS DETAILS

8 14034 BOOM DETAILS

9 14118 BOOM DETAILS

10 14119 BOOM DETAILS

11 12458 MAIN HOIST BLOCK

12 12459 MAIN HOIST HANGER

13 12422 BLOCK & RIGGING (AUX HOIST)

14 14050 SWINGER (ROTATES CRANE)

15 12416 HOIST (SERVES BOOM, MAIN,

AND AUX HOISTS)

16 14044.1 CRANE OPERATING HOUSE

ELECTRICAL & GENERAL LAYOUT

17 14044.2 CRANE OPERATING HOUSE

ELECTRICAL & GENERAL LAYOUT

18 C-2-4-213_60 ELEVATION 125 TO 130

19 C-2-4-213_59 ELEVATION 120 TO 125

20 C-2-4-213_58 ELEVATION 115 TO 120

21 C-2-4-213_57 ELEVATION 110 TO 115

22 C-2-4-213_56 ELEVATION 105 TO 110

23 C-2-4-213_55 ELEVATION 100 TO 105

24 C-2-4-213_54 ELEVATION 95 TO 100

25 C-2-4-213_53 ELEVATION 90 TO 95

26 C-2-4-213_52 ELEVATION 85 TO 90

27 C-2-4-213_51.1 ELEVATION 80 TO 85

28 C-2-3-179_12 LOCK BULKHEADS TYPE

“A” PLAN AND SECTIONS

29 C-2-3-179_13 LOCK BULKHEADS TYPE

“B” PLAN AND SECTIONS

30 C-2-3-179_14 LOCK BULKHEADS TYPE

“C” PLAN AND SECTIONS

31 C-2-3-179_15 LOCK BULKHEADS

ROLLER END FRAMING

32 C-2-3-179_16 LOCK BULKHEADS PICK-

UP TRUSS GENERAL ARRANGEMENT

33 C-2-3-179_17 LOCK BULKHEADS PICK-

UP TRUSS PLAN AND ELEVATIONS

34 C-2-3-179_18 PICK-UP TRUSS SECTIONS

AND DETAILS I

35 C-2-3-179_19 PICK-UP TRUSS SECTIONS

AND DETAILS II

36 C-2-3-179_20 PICK-UP TRUSS HOOK

MECHANISM ASSEMBLY

37 C-2-3-179_21 PICK-UP TRUSS HOOK

MECHANISM DETAILS

38 C-2-3-179_22 PICK-UP TRUSS HOOK-UP

BEAM DETAILS

39 C-2-3-179_23 PICK-UP TRUSS

MISCELLANEOUS DETAILS

40 C-2-3-179_31A BULKHEAD STORAGE

PLAN SECTION AND DETAILS

41 C-2-3-179_31 STORAGE WHARF

REPLACEMENT, PLANS, SECTIONS AND

DETAILS

42 151 LAND WALL AT UPPER GUARD

GATE

R0002 R0003 08/02/2017 08/10/2017

43 14036 75 TON STIFF LEG DERRICK

GRIILLAGE & SHEAVE HANGER

R0003 08/10/2017

LWSC ESC Crane Replacement 16002

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

05/11

PART 1 GENERAL

1.1 COORDINATION AND WORK HOURS

1.1.1 Work hours

1.1.2 Preconstruction Conference

1.1.3 Coordination with Others

1.2 CONSTRUCTION PROGRESS CHARTS AND STATUS REPORTS:

1.3 GENERAL ACCESS REQUIREMENTS

1.3.1 Contractor's Vehicles

1.3.2 Contractor Employee Privately-Owned Vehicles

1.4 CONTRACTOR SECURITY

1.5 SUBMITTALS

1.6 PERSONNEL IDENTIFICATION

1.6.1 Employee Listing

1.6.2 Identification Credentials

1.6.3 Employee Termination

1.6.4 Access Control

1.7 SUPPLEMENTAL ANTITERRORISM/OPERATIONS SECURITY REQUIREMENTS

1.7.1 AT Level 1 Training

1.7.2 Access and General Protection/Security Policy and Procedures

1.7.3 Suspicious Activity Reporting Training

1.7.4 OPSEC Training

1.7.5 Access to Sensitive/Restricted Areas

1.7.6 E-Verify Pre-Screening

1.8 UTILITY OUTAGES

PART 2 PRODUCT

PART 3 EXECUTION

3.1 PROTECTION OF GOVERNMENT PROPERTY

3.2 Contingency Crane

3.3 RESTRICTED USE OF MONOLITH

3.4 ADVANCED NOTICE OF LOCK INTERRUPTION

-- End of Section Table of Contents --

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

05/11

PART 1 GENERAL

1.1 COORDINATION AND WORK HOURS

All coordination with government and non-government personnel shall be through the Contracting Officer. This is to ensure that the Contractor can complete the work with a minimum of interference and inconvenience.

1.1.1 Work hours

Work hours in the construction area will be restricted to the hours of 7 a.m. and 5:30 p.m. Monday-Friday, and between the hours of 9 a.m. and 5:30 p.m. on weekends. Equipment that creates sound by impact or pulse, such as the vibratory pile driver is permitted between the hours of 8 a.m. and 5 p.m. on weekdays, and 9 a.m. to 5 p.m. on weekends. Requests for alternate work schedules may be considered, but will be approved only by the Contracting Officer. Alternate work schedules will not be approved if a Government quality assurance inspector is not available to be on site full time during all hours outside those previously stated.

1.1.2 Preconstruction Conference

A Preconstruction Conference will be held between the Contractor and the Government prior to start of field work, after approval of all pre-construction submittals. Refeernce Sections 01 33 00 , 01 35 26 , and 01 45 00.00 10 for requirements.

1.1.3 Coordination with Others

All coordination with government personnel shall be through Contracting Officer's Representative.

1.2 CONSTRUCTION PROGRESS CHARTS AND STATUS REPORTS:

Follow requirements in Section 01 32 01.00 10 PROJECT SCHEDULE

1.3 GENERAL ACCESS REQUIREMENTS

(Also see SECTION 01 50 00 : CONSTRUCTION FACILITIES AND TEMPORARY

CONTROLS.)

1.3.1 Contractor's Vehicles

Contractor's vehicles shall only park in approved areas in accordance with the parking plan indicated.

1.3.2 Contractor Employee Privately-Owned Vehicles

The parking of privately-owned vehicles (POV's) belonging to Contractor personnel is prohibited inside the interior fence, west of the District Garage, at the Hiram M. Chittenden Locks, Lake Washington Ship Canal Project.

SECTION 01 14 00 Page 2

1.4 CONTRACTOR SECURITY

The Corps of Engineers will not be responsible for providing security for Contractor-owned/controlled equipment, supplies, or materials. The Contractor shall provide those necessary security measures.

1.5 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Employee Listing ; F

1.6 PERSONNEL IDENTIFICATION

1.6.1 Employee Listing

The Contractor shall submit a complete listing of Contractor personnel, including job title and identification credential number, who will be working on the project. This listing shall be updated as needed to insure that the Government has been notified of any changes of Contractor Personnel in advance of new personnel engaging in work on the project. The Government will allow access to the controlled areas of only the Contractor Personnel authorized in advance and included on the employee listing.

1.6.2 Identification Credentials

Contractor personnel shall either be issued a photo identification card (ID) by the Contractor or agree to provide their individual vehicle driver's license as an appropriate identification credential. In either case, the identification number shall be included on the listing required above. If the Contractor determines to issue ID cards to its employees, the following information shall be included:

Contractor Identification and Card Number Indicating Employees:

o Full Name o Height o Current Address o Weight o Birth Date o Hair Color o Recent Photograph o Eye Color

1.6.3 Employee Termination

If a Contractor employee resigns or is terminated the Contracting Officer, or designated representative shall be so notified at the earliest opportunity, but in no case later than the start of the succeeding workday.

1.6.4 Access Control

Contractor personnel shall be instructed to present identification credential upon request by proper authority as established by the Contracting Officer.

1.7 SUPPLEMENTAL ANTITERRORISM/OPERATIONS SECURITY REQUIREMENTS

The Contractor shall be responsible for compliance with all applicable

SECTION 01 14 00 Page 3

Antiterrorism/Operations Security Items as outlined below.

1.7.1 AT Level 1 Training

All contractor employees, to include subcontractor employees, requiring access to installations, facilities and controlled access areas shall complete AT Level 1 awareness training within 30 calendar days after contract start date. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR within 5 calendar days after completion of training by all employees and subcontractor personnel. AT Level 1 awareness training is available at the following website:

https://atlevel1.dtic.mil/at.

1.7.2 Access and General Protection/Security Policy and Procedures

Contractor and all associated subcontractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by installation Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available).

1.7.3 Suspicious Activity Reporting Training

The contractor and all associated sub-contractors shall receive a brief/training (provided by the Government) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

1.7.4 OPSEC Training

All new contractor employees will complete Level I OPSEC Training within 30 calendar days of their reporting for duty. Additionally, all contractor employees must complete annual OPSEC awareness training. The contractor shall submit certificates of completion for each affected contractor and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training.

OPSEC awareness training will be provided by the Government in

SECTION 01 14 00 Page 4 presentation form which will be documented via memorandum.

1.7.5 Access to Sensitive/Restricted Areas

All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

The contractor will coordinate with the COR and/or the facility security office for access when required.

1.7.6 E-Verify Pre-Screening

The Contractor must pre-screen Candidates using the E-verify Program (http://www.dhs.gov/E -Verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to ensure the correct information is entered into the E -verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award.

1.8 UTILITY OUTAGES

Contractor shall notify the Contracting Officer at least 7 days in advance about any utility outages needed.

PART 2 PRODUCT

Not used.

PART 3 EXECUTION

3.1 PROTECTION OF GOVERNMENT PROPERTY

In addition to requirements of the CONTRACT CLAUSES, Contractor shall protect all Government property, except for such property as is required to be demolished. Property which is to be demolished shall be protected until its scheduled demolition time. Protection shall include, but not be limited to, protection from construction generated dust, debris, water, and vibration.

3.2 Contingency Crane

A contingency crane shall be moored on-site , upstream of the large locks from before existing crane demolition until the new crane has been shown as functional. This contingency crane shall not obstruct traffic leaving the large lock chamber. It must be capable of putting the emergency closure system into service (all while not being moored inside of the large lock navigation channel) if needed during the project. An operational exercise will be performed in which the contingency crane crew will place the emergency closure system and recover it before site demolition shall commence. This exercise will be supported by locks staff, and shall afford the contingency crew the opportunity to place the closure system in a non-emergency situation. It will be permissible to allow 10 hours for a crane crew to arrive on-site to place the emergency closure system in the event of emergency

SECTION 01 14 00 Page 5

3.3 RESTRICTED USE OF MONOLITH

Contractor shall not place any materials or equipment on the monolith structure without prior written approval by the Contracting officer.

3.4 ADVANCED NOTICE OF LOCK INTERRUPTION

Contractor shall provide a minimum of 30 day notice to the Government of all construction activities that will interrupt large lock operation for more that 4 hours. Requests for outages that effect lock traffic during high traffic periods of time (i.e. SEAFair, Labor Day, etc) may be denied.

-- End of Section --

SECTION 01 14 00 Page 6

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SINGLE JOB PAYMENT ITEMS

1.2.1 Item No. 0001 Mobilization and Demobilization

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Item No. 0002 Crane Operating Crew Demonstrate ECS Stoplog

Installation/Removal Capabilities

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Item No. 0003 Electrical Demolition and Disposal

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.4 Item No. 0004 Demolish & Dispose of Existing Stiff Leg Derrick

Crane

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.5 Item No. 0005 Design Foundation for New Crane

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.6 Item No. 0006 Install New Foundation for New Crane

1.2.6.1 Payment

1.2.6.2 Unit of Measure

1.2.7 Item No. 0007 Furnish, Ship & Install New Luffing Crane

1.2.7.1 Payment

1.2.7.2 Unit of Measure

1.2.8 Item No. 0008 Install New Electrical Items for Luffing Crane

1.2.8.1 Payment

1.2.8.2 Unit of Measure

1.2.9 Item No. 0009 No Load and Load Testing

1.2.9.1 Payment

1.2.9.2 Unit of Measure

1.2.10 Item No. 0010 On-Site Training

1.2.10.1 Payment

1.2.10.2 Unit of Measure

1.2.11 Item No. 0011 Install Additional Site Features

1.2.11.1 Payment

1.2.11.2 Unit of Measure

1.2.12 Item No. 0012 O&M Manuals

1.2.12.1 Payment

1.2.13 Item No. 0013 As-Built Drawings

1.2.13.1 Payment

1.2.14 Item No. 0014 Crane Crew Mobilized for 24 hours (OPTION)

1.2.14.1 Payment

1.2.14.2 Unit of Measure

SECTION 01 22 00.00 10 Page 1

1.2.15 Item No. 0015 Crane Crew Mobilized for 120 hours (OPTION)

1.2.15.1 Payment

1.2.15.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 22 00.00 10 Page 2

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

1.2 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BID SCHEDULE and described below.

All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.1 Item No. 0001 Mobilization and Demobilization

1.2.1.1 Payment

Payment for Mobilization and Demobilization will be paid for under CLIN No. 0001. Price and payment shall constitute full compensation for:

a. Site mobilization of all materials, equipment, and labor required to accomplish the work. Mobilization will be considered complete when the Contractor is ready to commence work.

b. Site demobilization will be considered complete when the Contractor has removed all construction equipment, cleaned the area, and restored the work area to "as-found" pre-contract conditions, unless otherwise approved.

c. Payment for Mobilization and Demobilization will be paid as a JOB at a rate of 60 percent for mobilization and 40 percent for demobilization.

d. Payment for the contingency crane identified in Section 01 14 00 will be paid for under CLIN No. 0001.

1.2.1.2 Unit of Measure

Unit of measure: job.

SECTION 01 22 00.00 10 Page 3

1.2.2 Item No. 0002 Crane Operating Crew Demonstrate ECS Stoplog Installation/Removal Capabilities

1.2.2.1 Payment

All work associated with an operational training exercise in which the contractor crew, utilizing a contractor provided crane, places the Emergency Closure system Stoplogs and recovers them, for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

1.2.2.2 Unit of Measure

Unit of measure: job.

1.2.3 Item No. 0003 Electrical Demolition and Disposal

1.2.3.1 Payment

All work associated with removal of existing conduits and conductors to the crane switchboard including the controls portion and the 400 amp breaker in the main distribution panel, for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

1.2.3.2 Unit of Measure

Unit of measure: job.

1.2.4 Item No. 0004 Demolish & Dispose of Existing Stiff Leg Derrick Crane

1.2.4.1 Payment

All work associated with Demolish & Dispose of Existing Stiff Leg Derrick Crane, for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

1.2.4.2 Unit of Measure

Unit of measure: job.

1.2.5 Item No. 0005 Design Foundation for New Crane

1.2.5.1 Payment

All work associated with Design Foundation for New Crane, for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

1.2.5.2 Unit of Measure

Unit of measure: job.

1.2.6 Item No. 0006 Install New Foundation for New Crane

1.2.6.1 Payment

All work associated with Install New Foundation for New Crane, for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

SECTION 01 22 00.00 10 Page 4

1.2.6.2 Unit of Measure

Unit of measure: job.

1.2.7 Item No. 0007 Furnish, Ship & Install New Luffing Crane

1.2.7.1 Payment

All work associated with Furnish, Ship, and installation of the New Luffing Crane, for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

1.2.7.2 Unit of Measure

Unit of measure: job.

1.2.8 Item No. 0008 Install New Electrical Items for Luffing Crane

1.2.8.1 Payment

All work associated with providing a generator to power the crane and existing hydraulic pumps, Motor Control Center with breakers to feed hydraulic pumps and new crane, 100 amp 240V panel for crane auxiliary loads, relocation of ECS controller and providing ECS controls in new crane, along with all required conduit and conductors, and rewiring the existing hydraulic pumps from a 240V system to a 480V system, for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

1.2.8.2 Unit of Measure

Unit of measure: job.

1.2.9 Item No. 0009 No Load and Load Testing

1.2.9.1 Payment

All work associated with No Load and Load Testing, for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

1.2.9.2 Unit of Measure

Unit of measure: job.

1.2.10 Item No. 0010 On-Site Training

1.2.10.1 Payment

All work associated with On-Site Training, for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

1.2.10.2 Unit of Measure

Unit of measure: job.

SECTION 01 22 00.00 10 Page 5

1.2.11 Item No. 0011 Install Additional Site Features

1.2.11.1 Payment

All work associated with hand railing installation, crane operating house door replacement and all other associated operating house historical preservation work for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

1.2.11.2 Unit of Measure

Unit of measure: job.

1.2.12 Item No. 0012 O&M Manuals

1.2.12.1 Payment

Price and payment will constitute full compensation to furnish Operations and Maintenance Manuals as specified in Section 01 78 23 OPERATIONS AND MAINTENANCE MANUALS from preparation to final approval. No partial of full payments will be authorized until final documents are approved by the Contracting Officer.

Unit of Measure

Unit of measure: job.

1.2.13 Item No. 0013 As-Built Drawings

1.2.13.1 Payment

Price and payment will constitute full compensation to furnish As-Built Drawings as specified in Section 01 78 00 CLOSEOUT SUBMITTALS from preparation to final approval. No partial of full payments will be authorized until final documents are approved by the Contracting Officer.

Unit of Measure

Unit of measure: job.

1.2.14 Item No. 0014 Crane Crew Mobilized for 24 hours (OPTION)

1.2.14.1 Payment

The contractor must provide a crane operating crew on-site within 10 hrs of notification from USACE. Once the crane operating crew is on-site, the Contractor must maintain a crew on-site continuously for up to 14 hrs to install/remove the ECS stoplogs as directed by the USACE COR in order to assist in emergency operation, for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

1.2.14.2 Unit of Measure

Unit of measure: job.

SECTION 01 22 00.00 10 Page 6

1.2.15 Item No. 0015 Crane Crew Mobilized for 120 hours (OPTION)

1.2.15.1 Payment

The contractor must provide a crane operating crew on-site within 10 hrs of notification from USACE. Once the crane operating crew is on-site, the Contractor must maintain a crew on-site continuously for up to 110 hrs to install/remove the ECS stoplogs as directed by the USACE COR in order to assist in emergency operation, for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

1.2.15.2 Unit of Measure

Unit of measure: job.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used -- End of Section --

SECTION 01 22 00.00 10 Page 7

This page was intentionally left blank for duplex printing.

DIVISION 02 - EXISTING CONDITIONS

SECTION 02 82 13.00 10

ASBESTOS ABATEMENT

02/10

PART 1 GENERAL

1.1 PAYMENT PROCEDURES

1.2 REFERENCES

1.3 DEFINITIONS

1.3.1 Amended Water

1.3.2 Asbestos-Containing Material (ACM)

1.3.3 Authorized Person

1.3.4 Building Inspector

1.3.5 Class II Asbestos Work

1.3.6 Clean Room

1.3.7 Competent Person

1.3.8 Contractor/Supervisor

1.3.9 Critical Barrier

1.3.10 Decontamination Area

1.3.11 Demolition

1.3.12 Disposal Bag

1.3.13 Disturbance

1.3.14 Equipment Room or Area

1.3.15 Fiber

1.3.16 Friable ACM

1.3.17 Glovebag

1.3.18 High-Efficiency Particulate Air (HEPA) Filter

1.3.19 Intact

1.3.20 Model Accreditation Plan (MAP)

1.3.21 Negative Initial Exposure Assessment

1.3.22 NESHAP

1.3.23 Nonfriable ACM

1.3.24 Nonfriable ACM (Category I)

1.3.25 Nonfriable ACM (Category II)

1.3.26 Permissible Exposure Limits (PELs)

1.3.26.1 PEL-Time Weighted Average(TWA)

1.3.26.2 PEL-Excursion Limit

1.3.27 Regulated Area

1.3.28 Removal

1.3.29 Surfacing ACM

1.3.30 Worker

1.4 SYSTEM DESCRIPTION

1.4.1 Abatement Work Tasks

1.5 SUBMITTALS

1.6 QUALITY ASSURANCE

1.6.1 Written Qualifications and Organization Report

1.6.2 Specific Requirements

1.6.3 Federal, State or Local Citations on Previous Projects

1.6.4 Preconstruction Conference

1.7 SAFETY

SECTION 02 82 13.00 10 Page 1

1.7.1 Asbestos Hazard Abatement Plan Appendix

1.7.2 Activity Hazard Analyses Appendix

1.7.3 Local Exhaust System

1.8 SECURITY

1.8.1 Licenses, Permits and Notifications

1.8.2 Regulated Areas

1.8.3 Warning Signs and Tape

1.8.4 Warning Labels

1.9 MEDICAL SURVEILLANCE REQUIREMENTS

1.9.1 Respiratory Protection Program

1.9.2 Respiratory Fit Testing

1.9.3 Respirator Selection and Use Requirements

1.9.4 Personal Protective Equipment

1.9.5 Whole Body Protection

1.9.5.1 Coveralls

1.9.5.2 Gloves

1.9.5.3 Foot Coverings

1.9.5.4 Head Covering

1.9.5.5 Protective Eye Wear

1.10 HYGIENE

1.10.1 Load-Out Unit

1.10.2 Single Stage Decontamination Area

1.10.3 Decontamination Area Exit Procedures

1.10.4 Smoking

1.11 TRAINING PROGRAM

PART 2 PRODUCTS

2.1 ENCAPSULANTS

2.2 ENCASEMENT PRODUCTS

2.3 EXPENDABLE SUPPLIES

2.3.1 Duct Tape

2.3.2 Disposal Containers

2.3.3 Sheet Plastic

2.3.3.1 Flame Resistant

2.3.3.2 Reinforced

2.3.4 Leak-tight Wrapping

2.3.5 Wetting Agents

2.3.6 Strippable Coating

2.4 EQUIPMENT

2.4.1 Scales

2.4.2 Tools

2.4.3 Rental Equipment

2.4.4 Air Monitoring Equipment

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 PROTECTION OF ADJACENT WORK OR AREAS TO REMAIN

3.3 OBJECTS

3.3.1 Removal of Mobile Objects

3.3.2 Stationary Objects

3.4 BUILDING VENTILATION SYSTEM AND CRITICAL BARRIERS

3.5 METHODS OF COMPLIANCE

3.5.1 Mandated Practices

3.5.2 Control Methods

3.5.3 Unacceptable Practices

3.5.4 Class II Work

3.5.5 Specific Control Methods for Class II Work

SECTION 02 82 13.00 10 Page 2

3.5.5.1 Brake liners and brake pad(s)

3.5.6 Enclosure of ACM

3.5.7 Encapsulation of ACM

3.5.8 Encasement of ACM

3.5.9 Sealing Contaminated Items Designated for Disposal

3.6 FINAL CLEANING AND VISUAL INSPECTION

3.7 EXPOSURE ASSESSMENT AND AIR MONITORING

3.7.1 General Requirements

3.7.2 Initial Exposure Assessment

3.7.3 Negative Exposure Assessment

3.7.4 Preabatement Environmental Air Monitoring

3.7.5 Environmental Air Monitoring During Abatement

3.7.6 Final Clearance Air Monitoring

3.7.6.1 Final Clearance Requirements, NIOSH PCM Method

3.7.6.2 Final Clearance Requirements, EPA TEM Method

3.7.6.3 Air Clearance Failure

3.7.7 Air-Monitoring Results and Documentation

3.8 CLEARANCE CERTIFICATION

3.9 CLEANUP AND DISPOSAL

3.9.1 Title to ACM Materials

3.9.2 Collection and Disposal of Asbestos

3.9.3 Records and Management Plan

3.9.3.1 Asbestos Waste Shipment Records

3.9.3.2 Asbestos Management Plan

ATTACHMENTS:

"Certificate of Workers Acknowledgment"

Training course completion certificates

Table 1

Table 3

-- End of Section Table of Contents --

SECTION 02 82 13.00 10 Page 3

SECTION 02 82 13.00 10

ASBESTOS ABATEMENT

02/10

PART 1 GENERAL

1.1 PAYMENT PROCEDURES

Submit copies of weight bills and delivery tickets for payment to the Contracting Officer during the progress of the work. Furnish scale tickets for each load of ACM weighed and certified. These tickets shall include tare weight; identification mark for each vehicle weighed; and date, time and location of loading and unloading. Tickets shall be furnished at the point and time individual trucks arrive at the worksite.

A master log of all vehicle loading shall be furnished for each day of loading operations. Before the final statement is allowed, file with the Contracting Officer certified weigh bills and/or certified tickets and manifests of all ACM actually disposed by the Contractor for this contract.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE Z9.2 (2012) Fundamentals Governing the Design and Operation of Local Exhaust Ventilation Systems

ASTM INTERNATIONAL (ASTM)

ASTM D4397 (2016) Standard Specification for Polyethylene Sheeting for Construction, Industrial, and Agricultural Applications

ASTM E1368 (2014) Visual Inspection of Asbestos Abatement Projects

COMPRESSED GAS ASSOCIATION (CGA)

CGA G-7 (2014) Compressed Air for Human Respiration; 6th Edition

INTERNATIONAL SAFETY EQUIPMENT ASSOCIATION (ISEA)

ANSI/ISEA Z87.1 (2015) Occupational and Educational Personal Eye and Face Protection Devices

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 701 (2015) Standard Methods of Fire Tests for Flame Propagation of Textiles and Films

SECTION 02 82 13.00 10 Page 4

NATIONAL INSTITUTE FOR OCCUPATIONAL SAFETY AND HEALTH (NIOSH)

NIOSH NMAM (2016; 5th Ed) NIOSH Manual of Analytical Methods

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

EPA 340/1-90/018 (1990) Asbestos/NESHAP Regulated Asbestos Containing Materials Guidance

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910.134 Respiratory Protection

29 CFR 1910.147 Control of Hazardous Energy (Lock Out/Tag Out)

29 CFR 1926.1101 Asbestos

29 CFR 1926.32 Safety and Health Regulations for Construction - Definition

40 CFR 61 National Emission Standards for Hazardous Air Pollutants

40 CFR 763 Asbestos

42 CFR 84 Approval of Respiratory Protective Devices

49 CFR 107 Hazardous Materials Program Procedures

49 CFR 171 General Information, Regulations, and Definitions

49 CFR 172 Hazardous Materials Table, Special Provisions, Hazardous Materials Communications, Emergency Response Information, and Training Requirements

49 CFR 173 Shippers - General Requirements for Shipments and Packagings

UNDERWRITERS LABORATORIES (UL)

UL 586 (2009; Reprint Sep 2014) Standard for High-Efficiency Particulate, Air Filter Units

SECTION 02 82 13.00 10 Page 5

WASHINGTON INDUSTRIAL SAFETY & HEALTH ACT (WISHA), WASHINGTON

ADMINISTRATIVE CODE (WAC), DEPARTMENT of OCCUPATIONAL SAFETY &

HEALTH (DOSH)

PUGET SOUND CLEAN AIR AGENCY (PSCAA)

1.3 DEFINITIONS

1.3.1 Amended Water

Water containing a wetting agent or surfactant with a surface tension of at least 29 dynes per square centimeter.

1.3.2 Asbestos-Containing Material (ACM)

Any materials containing more than one percent asbestos.

1.3.3 Authorized Person

Any person authorized by the Contractor and required by work duties to be present in the regulated areas.

1.3.4 Building Inspector

Individual who inspects buildings for asbestos and has EPA Model Accreditation Plan (MAP) "Building Inspector" training; accreditation required by 40 CFR 763 , Subpart E, Appendix C, has EPA/State certification/license as a "Building Inspector".

1.3.5 Class II Asbestos Work

Activities defined by OSHA involving the removal of ACM which is not thermal system insulation or surfacing material. This includes, but is not limited to, the removal of asbestos - containing wallboard, floor tile and sheeting, roofing and siding shingles, and construction mastic.

Certain "incidental" roofing materials such as mastic, flashing and cements when they are still intact are excluded from Class II asbestos work. Removal of small amounts of these materials which would fit into a glovebag may be classified as a Class III job.

1.3.6 Clean Room

An uncontaminated room having facilities for the storage of employees' street clothing and uncontaminated materials and equipment.

1.3.7 Competent Person

In addition to the definition in 29 CFR 1926.32 (f), a person who is capable of identifying existing asbestos hazards as defined in 29 CFR 1926.1101 , selecting the appropriate control strategy, has the authority to take prompt corrective measures to eliminate them and has EPA Model Accreditation Plan (MAP) "Contractor/Supervisor" training; has EPA/State certification/license as a "Contractor/Supervisor".

1.3.8 Contractor/Supervisor

Individual who supervises asbestos abatement work and has EPA Model Accreditation Plan "Contractor/Supervisor" training; has EPA/State certification as a "Contractor/Supervisor".

SECTION 02 82 13.00 10 Page 6

1.3.9 Critical Barrier

One or more layers of plastic sealed over all openings into a regulated area or any other similarly placed physical barrier sufficient to prevent airborne asbestos in a regulated area from migrating to an adjacent area.

1.3.10 Decontamination Area

An enclosed area adjacent and connected to the regulated area and consisting of an equipment room, shower area, and clean room, which is used for the decontamination of workers, materials, and equipment that are contaminated with asbestos.

1.3.11 Demolition

The wrecking or taking out of any load-supporting structural member and any related razing, removing, or stripping of asbestos products.

1.3.12 Disposal Bag

A 6 mil thick, leak-tight plastic bag, pre-labeled in accordance with 29 CFR 1926.1101 , used for transporting asbestos waste from containment to disposal site.

1.3.13 Disturbance

Activities that disrupt the matrix of ACM, crumble or pulverize ACM, or generate visible debris from ACM. Disturbance includes cutting away small amounts of ACM, no greater than the amount which can be contained in 1 standard sized glovebag or waste bag, not larger than 60 inches in length and width in order to access a building component.

1.3.14 Equipment Room or Area

An area adjacent to the regulated area used for the decontamination of employees and their equipment.

1.3.15 Fiber

A fibrous particulate, 5 micrometers or longer, with a length to width ratio of at least 3 to 1.

1.3.16 Friable ACM

A term defined in 40 CFR 61 , Subpart M and EPA 340/1-90/018 meaning any material which contains more than 1 percent asbestos, as determined using the method specified in 40 CFR 763 , Polarized Light Microscopy (PLM), that when dry, can be crumbled, pulverized, or reduced to powder by hand pressure.

1.3.17 Glovebag

Not more than a 60 by 60 inch impervious plastic bag-like enclosure affixed around an asbestos-containing material, with glove-like appendages through which material and tools may be handled.

SECTION 02 82 13.00 10 Page 7

1.3.18 High-Efficiency Particulate Air (HEPA) Filter

A filter capable of trapping and retaining at least 99.97 percent of all mono-dispersed particles of 0.3 micrometers in diameter.

1.3.19 Intact

ACM which has not crumbled, been pulverized, or otherwise deteriorated so that the asbestos is no longer likely to be bound with its matrix.

Removal of "intact" asphaltic, resinous, cementitious products does not render the ACM non-intact simply by being separated into smaller pieces.

1.3.20 Model Accreditation Plan (MAP)

USEPA training accreditation requirements for persons who work with asbestos as specified in 40 CFR 763 .

1.3.21 Negative Initial Exposure Assessment

A demonstration by the Contractor to show that employee exposure during an operation is expected to be consistently below the OSHA Permissible Exposure Limits (PELs).

1.3.22 NESHAP

National Emission Standards for Hazardous Air Pollutants. The USEPA NESHAP regulation for asbestos is at 40 CFR 61 , Subpart M.

1.3.23 Nonfriable ACM

A NESHAP term defined in 40 CFR 61 , Subpart M and EPA 340/1-90/018 meaning any material containing more than 1 percent asbestos that, when dry, cannot be crumbled, pulverized or reduced to powder by hand pressure.

1.3.24 Nonfriable ACM (Category I)

A NESHAP term defined in 40 CFR 61 , Subpart E and EPA 340/1-90/018 meaning asbestos-containing packings, gaskets, resilient floor covering, and asphalt roofing products containing more than 1 percent asbestos.

1.3.25 Nonfriable ACM (Category II)

A NESHAP term defined in 40 CFR 61 , Subpart E and EPA 340/1-90/018 meaning any material, excluding Category I nonfriable ACM, containing more than 1 percent asbestos.

1.3.26 Permissible Exposure Limits (PELs)

1.3.26.1 PEL-Time Weighted Average(TWA)

Concentration of asbestos not in excess of 0.1 fibers per cubic centimeter of air (f/cc) as an 8 hour time weighted average (TWA).

1.3.26.2 PEL-Excursion Limit

An airborne concentration of asbestos not in excess of 1.0 f/cc of air as averaged over a sampling period of 30 minutes.

SECTION 02 82 13.00 10 Page 8

1.3.27 Regulated Area

An OSHA term defined in 29 CFR 1926.1101 meaning an area established by the Contractor to demarcate areas where Class I, II, and III asbestos work is conducted; also any adjoining area where debris and waste from such asbestos work accumulate; and an area within which airborne concentrations of asbestos exceed, or there is a reasonable possibility they may exceed, the permissible exposure limit.

1.3.28 Removal

All operations where ACM is taken out or stripped from structures or substrates, and includes demolition operations.

1.3.29 Surfacing ACM

Asbestos-containing material which contains more than 1 percent asbestos and is sprayed-on, troweled-on, or otherwise applied to surfaces, such as acoustical plaster on ceilings and fireproofing materials on structural members, or other materials on surfaces for acoustical, fireproofing, or other purposes.

1.3.30 Worker

Individual (not designated as the Competent Person or a supervisor) who performs asbestos work and has completed asbestos worker training required by 29 CFR 1926.1101 , to include EPA Model Accreditation Plan (MAP) "Worker" training; accreditation if required by the OSHA Class of work to be performed or by the state where the work is to be performed.

1.4 SYSTEM DESCRIPTION

This section covers all operations in which asbestos-containing materials (ACM) are encountered. These procedures and equipment are required to protect workers and building occupants from airborne asbestos fibers and ACM dust and debris. Activities include OSHA Class II work operations.

This section also includes containment, storage, transportation and disposal of the generated ACM wastes.

1.4.1 Abatement Work Tasks

The specific PACM to be abated has been identifed as existing brake liners and brake pads of the hoist. These components and any other components that have been contaminated with PACM fibers shall be removed as ACM. Only certified AHERA workers (overseen by an AHERA asbestos supervisor) are allowed to remove any ACM that will require abatement prior to demolishing the LWSC Crane.

1.5 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

SECTION 02 82 13.00 10 Page 9

Asbestos Waste Shipment Records; G

Weight Bills and Delivery Tickets

Respiratory Protection Program;

Cleanup and Disposal;

Qualifications; G

Training Program

Licenses, Permits and Notifications

Asbestos Management Plan; G

SD-06 Test Reports

Exposure Assessment and Air Monitoring

Local Exhaust System

SD-07 Certificates

Local Exhaust System

Medical Surveillance Requirements

1.6 QUALITY ASSURANCE

In addition to detailed requirements of this specification, work performed under this contract shall comply with EM 385-1-1 , applicable federal, state, and local laws, ordinances, criteria, rules and regulations regarding handling, storing, transporting, and disposing of asbestos waste materials. Matters of interpretation of standards shall be submitted to the appropriate administrative agency for resolution before starting work. Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements shall apply. The following state and local laws, rules and regulations regarding demolition, removal, handling, storing, transporting and disposing of asbestos material apply: WAC 173-400-10, WAC 296-62-077, and WAC 296-65(2009.

1.6.1 Written Qualifications and Organization Report

Submit a written qualifications and organization report providing evidence of qualifications of the Contractor, Contractor's Project Supervisor, Designated Competent Person, supervisors and workers; all subcontractors to be used including disposal transportation and disposal facility firms, subcontractor supervisors, subcontractor workers ; and any others assigned to perform asbestos abatement and support activities. Include in the report an organization chart showing the Contractor's staff organization chain of command and reporting relationship with all subcontractors. The report shall be signed by the Contractor, the Contractor's onsite project manager, Designated Competent Person, designated testing laboratory and the principals of all subcontractors to be used. Include the following statement in the report: "By signing this report I certify that the personnel I am responsible for during the course of this project fully

SECTION 02 82 13.00 10 Page 10 understand the contents of 29 CFR 1926.1101 , 40 CFR 61 , Subpart M, and the federal, state and local requirements for those asbestos abatement activities that they will be involved in."

1.6.2 Specific Requirements

Designate in writing, personnel meeting the following qualifications:

a. Asbestos Abatement Contractor: Certified/licensed Washington to perform asbestos-related activities.

b. Designated Competent Person: Qualified in accordance with 29 CFR 1926.32 and 29 CFR 1926.1101 , has EPA MAP "Contractor/Supervisor" training accreditation, has EPA/State certification/license as a "Contractor/Supervisor" and is experienced in the administration and supervision of asbestos abatement projects , including exposure assessment and monitoring, work practices, abatement methods, protective measures for personnel, setting up and inspecting asbestos abatement work areas, evaluating the integrity of containment barriers, placement and operation of local exhaust systems, ACM generated waste containment and disposal procedures, decontamination units installation and maintenance requirements, site safety and health requirements, notification of other employees onsite, etc. The Designated Competent Person shall be responsible for compliance with applicable federal, state and local requirements, the Contractor's Accident Prevention Plan (APP) and Asbestos Hazard Abatement Plan (AHAP). Submit the "Contractor/Supervisor" course completion certificate and the most recent certificate for required refresher training, EPA/State certification/license with the employee "Certificate of Worker Acknowledgment". Submit evidence that this person has a minimum of 2 years of on-the-job asbestos abatement experience relevant to OSHA competent person requirements. The Designated Competent Person shall be onsite at all times during the conduct of this project.

c. Project and Other Supervisors: Have EPA MAP "Contractor/Supervisor" training accreditation. Submit the "Contractor/Supervisor" course completion certificate and the most recent certificate for required refresher training, EPA/State certification/license with the employee "Certificate of Worker Acknowledgment". Also submit evidence that the Project Supervisor has a minimum of 2 years of on-the-job asbestos abatement experience relevant to project supervisor responsibilities and the other supervisors have a minimum of 1 year on-the-job asbestos abatement experience commensurate with the responsibilities they will have on this project.

d. Asbestos Abatement Workers: Meet the requirements contained in 29 CFR 1926.1101 , 40 CFR 61 , Subpart M, and other applicable federal, state and local requirements. Worker training documentation shall be provided as required on the "Certificate of Workers Acknowledgment".

Training documentation is required for each employee who will perform OSHA Class II ACM removal . Such documentation shall be submitted on a Contractor generated form titled "Certificate of Workers Acknowledgment", to be completed for each employee in the same format and containing the same information as the example certificate at the end of this section. Training course completion certificates (initial and most recent update refresher) required by the information checked on the form shall be attached.

SECTION 02 82 13.00 10 Page 11

e. Physician: Resume of the physician who will or has performed the medical examinations and evaluations of the persons who will conduct the asbestos abatement work tasks. The physician shall be currently licensed by the state where the workers will be or have been examined, have expertise in pneumoconiosis and shall be responsible for the determination of medical surveillance protocols and for review of examination/test results performed in compliance with 29 CFR 1926.1101 .

The physician shall be familiar with the site's hazards and the scope of this project.

f. Disposal Facility, Transporter: Written evidence that the landfill to be used is approved for asbestos disposal by the USEPA and Washington regulatory agencies. Copies of signed agreements between the Contractor (including subcontractors and transporters) and the asbestos waste disposal facility to accept and dispose of all asbestos containing waste shall be provided. The Contractor and transporters shall meet the DOT requirements of 49 CFR 171 , 49 CFR 172 , and 49 CFR 173 as well as registration requirements of 49 CFR 107 and other applicable state or local requirements. The disposal facility shall meet the requirements of 40 CFR 61 , Sections .154 or .155, as required in 40 CFR 61 150(b), and other applicable state or local requirements.

1.6.3 Federal, State or Local Citations on Previous Projects

The Contractor and all subcontractors shall submit a statement, signed by an officer of the company, containing a record of any citations issued by Federal, State or local regulatory agencies relating to asbestos activities (including projects, dates, and resolutions); a list of penalties incurred through non-compliance with asbestos project specifications, including liquidated damages, overruns in scheduled time limitations and resolutions; and situations in which an asbestos-related contract has been terminated (including projects, dates, and reasons for terminations). If there are none, a negative declaration signed by an officer of the company shall be provided.

1.6.4 Preconstruction Conference

The Contractor and the Contractor's Designated Competent Person, Project Supervisor, and Designated Competnat Person shall meet with the Contracting Officer (CO) prior to beginning work at a safety preconstruction conference to discuss the details of the Contractor's submitted APP to include the AHAP and AHAs appendices. Deficiencies in the APP will be discussed. Onsite work shall not begin until the APP has been accepted.

1.7 SAFETY

Prepare a written comprehensive site-specific Accident Prevention Plan (APP) at least 14 days prior to the preconstruction conference. The APP shall be in accordance with the format and requirements in Appendix A of EM 385-1-1 . The APP shall incorporate an Asbestos Hazard Abatement Plan (AHAP), and Activity Hazard Analyses (AHAs) as separate appendices into one site-specific document. See Section 01 35 26 GOVERNMENT SAFETY REQUIREMENTS for additional requirements.

1.7.1 Asbestos Hazard Abatement Plan Appendix

The AHAP shall include, but not be limited to, the following:

SECTION 02 82 13.00 10 Page 12

a. The personal protective equipment to be used;

b. The location and description of regulated areas including clean and dirty areas, access tunnels, and decontamination unit (clean room, shower room, equipment room, storage areas such as load-out unit) ;

c. Initial exposure assessment in accordance with 29 CFR 1926.1101 ;

d. Level of supervision;

e. Method of notification of other employers at the worksite;

f. Abatement method to include containment and control procedures;

g. Interface of trades;

h. Sequencing of asbestos related work;

i. Storage and disposal procedures and plan;

j. Type of wetting agent and asbestos encapsulant ;

k. Location of local exhaust equipment;

l. Air monitoring methods (personal, environmental and clearance );

m. A detailed description of the method to be employed in order to control the spread of ACM wastes and airborne fiber;

n. Fire and medical emergency response procedures;

o. The security procedures to be used for all regulated areas.

1.7.2 Activity Hazard Analyses Appendix

AHAs for each major phase of work, shall be submitted and updated during the project. The AHAs format shall be in accordance with Figure 1-1 of EM 385-1-1 . The analysis shall define the activities to be performed for a major phase of work, identify the sequence of work, the specific hazards anticipated, and the control measures to be implemented to eliminate or reduce each hazard to an acceptable level.