800-606 - CSF Specifications (Bid - Volume 2)- WATERMARK.pdf

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Enhanced Treatment and Site Upgrade (ETSU) Program - Campus Solar Facilities
Solicitation number
800-606
Issued by
Alameda County, California

About this file

This document is a Project Manual for the Enhanced Treatment Site Upgrade (ETSU) Campus Solar Facilities Project, issued by the Union Sanitary District located in Union City, California. The project, designated as Project No. 800-606, involves comprehensive construction improvements including demolition, environmental remediation, transport, and disposal across civil, mechanical, process, instrumentation, structural, architectural, HVAC, fire protection, plumbing, and electrical domains. Sealed bids will be received until 2:00 p.m. local time on Tuesday, November 18, 2025, with bidders required to purchase an official USB memory drive containing project documents for a non-refundable $75 charge from the District's office.

The project documents specify detailed technical requirements for campus solar facilities, with a substantial focus on creating a complete and functional solar installation at the Alvarado Wastewater Treatment Plant. Bidders must comply with Build America, Buy America (BABA) Act requirements and submit comprehensive documentation including shop drawings, product data, coordination drawings, and detailed installation plans. The project manual includes extensive technical specifications across multiple divisions, covering everything from site demolition and concrete work to electrical systems and photovoltaic installations, indicating a comprehensive approach to facility upgrade and renewable energy implementation.

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Union Sanitary District

Alvarado Wastewater Treatment Plant

PROJECT MANUAL

FOR

ENHANCED TREATMENT SITE UPGRADE (ETSU)

Campus Solar Facilities Project

October 2025

Issued For Construction

VOLUME 2 OF 3

________________________10/6/2025__

Approved for construction

Richard A. Pipkin P.E.

ETSU Program Manager

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SECTION 00001

PROJECT TITLE PAGE

PROJECT MANUAL

FOR

ENHANCED TREATMENT SITE UPGRADE (ETSU)

Campus Solar Facilities Project

October 2025

Professional Engineer Certifications

Amy H. Thurston___, PE __Jack Yao_________, PE ___William Russell____, PE

License No. __6068____ License No. __18390____ License No. ___34743____

Divisions __Structural__ Divisions __Electrical__ Divisions___Architectural_

__Swaid M. Alhajri___, PE __Gregg Cummings_, PE __Chris Portner Jr_______, PE

License No. 34897 License No. __45158____ License No. ___77893____

Divisions _HVAC/Plumb/Fire Divisions __Civil___ Divisions___General______ r's Exc ha r's Exc ha

CAMPUS SOLAR FACILITIES 00002-1 OCTOBER 2025

UNION SANITARY DISTRICT

SECTION 00 01 10

TABLE OF CONTENTS

VOLUME 1 OF 3

DIVISION 00 − PROCUREMENT AND CONTRACTING REQUIREMENTS

Section Title

00010 Notice Inviting Bids

00100 Instruction to Bidders

00200 Supplemental Project Information Available to Bidders

00300 Bid Form

00310 Bid Schedule

00410 Bidder’s Bond

00420 Certification of Bidder’s Experience and Qualifications

00421 Certification of Electrical Subcontractor’s Experience and

Qualifications

00430 Designation of Subcontractors

00440 Site Visit Affidavit

00450 Schedule of Major Equipment and Material Suppliers

00460 Review of Project Affidavit

00470 Acknowledgement of Insurance Requirements

00480 Noncollusion Affidavit

00481 In Use Off Road Diesel Fleet Cert

00485 Iran Contracting Act Certification

00490 Build America, Buy America (BABA) Act Certification

00500 Agreement

00610 Form of Performance Bond

00620 Form of Payment Bond

00630 Escrow Agreement

00650 General Liability Endorsement

00651 Auto Liability Endorsement

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00700 General Conditions

00800 Supplementary General Conditions

00810 California Environmental Quality Act (CEQA)

00840 Build America, Buy America (BABA) Act Requirements

DIVISION 01 − GENERAL REQUIREMENTS

01010 Summary of Work

01025 Measurement and Payment

01035 Modification Procedures

01050 Field Engineering

01060 Regulatory Requirements and Permits

01090 References

01200 Project Meetings

01210 Project Control System

01310 Progress Schedules

01340 Shop Drawings

01345 Requests for Information and Clarifications

01400 Quality Control

01510 Temporary Utilities

01560 Temporary Controls

01600 Material and Equipment

01612 Seismic Design Criteria

01614 Wind Design Criteria

01660 Equipment and System Performance and Operational Testing

01710 Final Cleanup

01720 Project Record Documents

01730 Operation and Maintenance Data

01740 Warranties and Bonds

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Section Title

01750 Spare Parts

VOLUME 2 OF 3

DIVISION 02 − EXISTING CONDITIONS

02 41 00 Site Demolition

02 61 13 Excavation and Handling of Contaminated Material

02 81 00 Hazardous Materials Remediation

02 81 01 Transportation and Disposal of Hazardous Material

DIVISION 03 − CONCRETE

03 15 00 Concrete Accessories

03 15 16 Joints in Concrete

03 31 10 Cast-in-Place Concrete

03 60 00 Grout

DIVISION 05 − METALS

05 05 13 Galvanizing

05 05 23 Metal Fastening

05 10 00 Metal Materials

05 12 00 Structural Steel

05 31 00 Metal Decking

05 50 00 Metal Fabrications

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DIVISION 07 − THERMAL AND MOISTURE PROTECTION

07 60 00 Flashing and Sheet Metal

07 61 13 Standing Seam Metal Roofing and Wall Panels

07 84 00 Firestopping

07 90 00 Joint Fillers, Sealants and Caulking

DIVISION 09 − FINISHES

09 90 00 Painting

DIVISION 10 − SPECIALTIES

10 14 00 Identifying Devices

10 22 13 Wire Mesh Partitions

10 44 16 Fire Extinguisher

10 81 13 Bird Control Devices

DIVISION 21 − FIRE SUPPRESSION

21 05 00 Basic Fire Suppression Requirements

21 05 29 Hangers and Supports for Fire Suppression Piping and

Equipment

21 05 48 Vibration and Seismic Controls for Fire Suppression Piping and

Equipment

21 05 53 Identification for Fire Protection, Mechanical Process, and Life

Safety System Equipment

21 07 19 Fire Suppression Piping Insulation

21 08 00 Commissioning of Fire Suppression

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21 13 13 Wet Pipe Sprinklers

DIVISION 22 − PLUMBING

22 05 00 Basic Plumbing Requirements

22 05 29 Hangers and Supports for Plumbing Piping and Equipment

22 05 48 Vibration and Seismic Controls for Plumbing Piping and

Equipment

22 05 53 Identification for Plumbing Piping and Equipment

22 07 19 Plumbing Piping Insulation

22 11 13 Facility Water Distribution Piping

22 11 19 Domestic Water Piping Specialties

DIVISION 23 − HVAC

23 00 00 Basic HVAC Requirements

23 05 48 Vibration and Seismic Controls HVAC

23 05 93 HVAC Balancing

23 05 95 HVAC Field Testing

23 09 02 HVAC Automatic Temperature Controls

23 31 13 Metal Ducts and Duct Accessories

23 34 00 HVAC Fans

DIVISION 26 − ELECTRICAL

26 05 00 Basic Electrical Requirements

26 05 13 Medium Voltage Cables

26 05 19 Low-Voltage Conductors and Cables

26 05 26 Grounding and Bonding for Electrical Systems

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26 05 29 Hangers and Supports for Electrical Systems

26 05 33.13 Conduit for Electrical Systems

26 05 33.16 Boxes for Electrical Systems

26 05 36 Cable Trays for Electrical Systems

26 05 53 Identification for Electrical Systems

26 05 73 Power System Studies

26 09 16 Electric Controls and Relays

26 12 19 Pad-Mounted, Liquid-Filled, Medium-Voltage Transformers

26 234 13 Low Voltage Switchboards

26 27 26 Wiring Devices

26 43 13 Surge Protective Devices

26 50 00 Lighting

DIVISION 31 − EARTHWORK

31 00 01 Earthwork

31 05 16 Aggregate Materials

31 25 00 Erosion and Sedimentation Control

31 63 29 Drilled Piers

DIVISION 32 − EXTERIOR IMPROVEMENTS

32 10 00 Paving and Surfacing

DIVISION 33 − UTILITIES

33 24 00 Storm Drains and Roof Drains

33 71 19 Underground Electrical

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DIVISION 40 − PROCESS INTERCONNECTIONS

40 05 97 Piping and Equipment Identification Systems

DIVISION 48 − ELECTRICAL POWER GENERATION

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VOLUME 3 OF 3

Appendix Title

A Geotechnical Investigation Report Proposed Union

Sanitary District New Administration Building and

Corporation Yard

As prepared by: Kleinfelder, Inc

B Pre-Renovation Hazardous Materials Survey Union Sanitary

District – Covered Storage Structure

As prepared by: Vista Environmental Consulting

C Notice of Exemption / Categorical Exemption

As prepared by: Union Sanitary District (Hazen and Sawyer)

D Lockout/Tagout Procedures for Contractors

As prepared by: Union Sanitary District

E Soil and Shallow Groundwater Investigation Work Plan

As prepared by: Brown and Caldwell

F Department of Energy Special Terms and Conditions

As prepared by: Department of Energy

G Davis-Bacon Prevailing Wage Determination

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SECTION 02 41 00

SITE DEMOLITION

PART 1 – GENERAL

1.01 THE REQUIREMENT

A. The Contractor shall furnish all labor, materials, and equipment in accordance with the requirements of applicable sections of Divisions 1 and 2.

B. In addition, the Contractor shall demolish and remove all concrete and asphalt paving, curbs, sidewalk, and miscellaneous yard piping, utilities, and structures as required and shown on the Contract Drawings during the construction work.

1.02 RELATED WORK SPECIFIED ELSEWHERE

A. Section 01090– References

1.03 SUBMITTALS

A. In accordance with the procedures and requirements set forth in Section 01340 – Shop

Drawings. The Contractor shall submit the following:

1. Copies of all photographs and other records from the joint existing conditions surveys.

PART 2 – EXECUTION

2.01 DEMOLITION

A. Existing concrete and asphalt paving, curbs, sidewalk and miscellaneous yard piping, utilities, and structures, including portions of the covered storage, within the areas designated for new construction work shall be completely demolished and all debris and demolished material removed from the site.

B. Excavation caused by demolition shall be backfilled with fill free from rubbish and debris.

Select fill or structural fill shall be used where specifically required on Contract Drawings.

C. Work shall be performed in such manner as not to endanger the safety of the workmen or the public or cause damage to nearby structures.

D. Provide all barriers and precautionary measures in accordance with Owner's requirements and other authorities having jurisdiction.

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E. Where parts of existing pavements or structures are to remain in service, demolish the portions to be removed, repair damage, and leave the pavement or structure in proper condition for the intended use. Remove asphalt or concrete pavement, concrete, and masonry to the lines designated by saw-cutting, drilling, chipping, or other suitable methods. Leave the resulting surfaces reasonably true and even, with sharp straight corners that will result in neat joints with new construction and be satisfactory for the purpose intended. Where existing reinforcement extends into new construction, remove the concrete so that the reinforcing is clean and undamaged. Cut off other reinforcing

1/2-inch below the surface and fill with epoxy resin binder flush with the surface.

F. Prior to the execution of the work, the Contractor, Owner and Engineer shall jointly survey the condition of the adjoining and/or nearby pavements and structures.

Photographs and records shall be made of any prior settlement or cracking of structures, pavements, and the like, that may become the subject of possible damage claims.

Contractor shall provide Owner a copy of all records of the joint survey of conditions before demolition activities may begin.

2.02 DISPOSAL OF MATERIAL

A. All debris resulting from the demolition and removal work shall be disposed of by the

Contractor at a properly permitted facility as part of the work of this Contract. All regulations covering material handling and disposal shall be followed. Material designated by the Engineer to be salvaged shall be stored on the construction site as directed. All other material shall be disposed of off-site by the Contractor at the

Contractor’s expense.

B. Burning of any debris resulting from the demolition will not be permitted at the site.

PART 3 – EXECUTION (NOT USED)

END OF SECTION

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SECTION 02 61 13

EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

PART 1 - GENERAL

1.1 THE REQUIREMENT

A. The Contractor shall furnish all labor, materials, and equipment in accordance with the requirements of:

1. Section 00810 – California Environmental Quality Act (CEQA)

2. Section 01010 – Summary of Work

B. In addition, the Contractor shall demolish and remove all concrete and asphalt paving, curbs, sidewalk, wall and miscellaneous yard piping, utilities, and structures as required and shown on the Contract Drawings during the construction work.

1.2 RELATED WORK SPECIFIED ELSEWHERE

A. Section 00810 – California Environmental Quality Act (CEQA)

B. Section 01010 – Summary of Work

C. Section 01090 – References

1.3 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS

A. References shall be in accordance with reference standards, codes, and specifications as set forth herein.

ASTM International (ASTM)

ASTM D698 (2012; 2014; E 2015 (2012; E 2014; E 2015) Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/cu. ft. (600 kN-m/cu. m.))

ASTM D1556/ D1556M (2015; E 2016) Standard Test Method for Density and Unit Weight of Soil in Place by Sand-Cone Method

ASTM D1557 (2012; E 2015) Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3) (2700 kN-m/m3)

ASTM D2167 (2015) Density and Unit Weight of Soil in Place by the Rubber Balloon Method

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ASTM D2487 (2017; E 2020) Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)

ASTM D5434 (2012) Field Logging of Subsurface Explorations of Soil and Rock

ASTM D6938 (2017a) Standard Test Method for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth)

ASTM D7928 (2017) Standard Test Method for Particle-Size Distribution (Gradation) of Fine-Grained Soils Using the Sedimentation (Hydrometer) Analysis

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety – Safety and Health Requirements Manual

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

29 CFR 1926 Safety and Health Regulations for Construction

40 CFR 302 Designation, Reportable Quantities, and Notification

1.4 DESCRIPTION OF WORK

All excavated material in the project area shall be considered contaminated and only suitable for disposal at a Class I landfill unless testing demonstrates otherwise. Submit a Work Plan as specified below. Backfill material is not available onsite. Ground water is approximately five (5) feet below pre-excavation ground surface.

A. Scheduling

1. Notify the District 14 calendar days prior to the start of excavation of contaminated material. The Contractor is responsible for contacting regulatory agencies in accordance with the applicable reporting requirements.

B. Work Plan

1. Submit a Work Plan within 30 calendar days after notice to proceed. Do not perform work at the site, with the except site inspections and surveys, until the Work Plan is approved. Allow 15 calendar days in the schedule for the District's review. No adjustment for time or money will be made if resubmittals of the Work Plan are required due to deficiencies in the plan. At a minimum, include the following in the Work Plan:

a. Schedule of activities.

b. Method of excavation and equipment to be used.

c. Shoring or side-wall slopes proposed.

d. Dewatering plan.

e. Storage methods and locations for contaminated material.

f. Procedure for sampling excavated material.

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g. Borrow sources and haul routes.

h. Decontamination procedures.

i. Spill contingency plan.

1.5 SUBMITTALS

A. Submit the following in accordance with Section 00100 Instructions to Bidders:

1. Preconstruction Submittals

a. Work Plan

2. Shop Drawings

a. Surveys

3. Test Reports

a. Hazardous Material Tests

1.6 RGULATORY REQUIRMENTS

A. Permits and Licenses

1. Obtain required federal, state, and local permits for excavation and storage of contaminated material. Obtain permits at no additional cost to the District.

PART 2 - PRODUCTS

2.1 SPILL RESPONSE MATERIALS

A. Provide appropriate spill response materials including, but not limited to the following: containers, adsorbents, shovels, and personal protective equipment.

Make spill response materials available at all times when contaminated materials/wastes are being handled or transported. Provide spill response materials that are compatible with the type of materials and contaminants being handled.

PART 3 - EXECUTION

3.1 NOT USED

3.2 EXISTING STRUCTURES AND UTILITIES

A. Do not perform excavation until site utilities have been field located. Take the necessary precautions to ensure no damage occurs to existing structures and utilities. Repair damage to existing structures and utilities resulting from the Contractor's operations at no additional cost to the District. Do not disturb utilities encountered that were not previously shown or otherwise located without approval from the District.

3.3 CONTAMINATED MATERIAL REMOVAL

A. Excavation

1. Excavate areas of contamination to the depth and extent shown on the drawings and not more than 0.5 ft beyond the depth and extent shown on

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the drawings unless directed by the District. Maintain an excavation log describing visible signs of contamination encountered for each area of excavation. Prepare excavation logs in accordance with ASTM D5434.

3.4 SAMPLING AND ANALYSIS

A. Parameters to Analyze: Determine soil characteristics, including but not limited to:

1. pH, moisture content, and organic matter

2. Heavy metals (e.g., lead, arsenic, cadmium)

3. Hydrocarbons (e.g., TPH, BTEX)

4. Volatile and semi-volatile organic compounds

5. Other site-specific contaminants of concern needed for the disposal site of the contractors choice.

3.5 CONTAMINATED MATERIAL STORAGE

Place material in temporary storage immediately after excavation. The following paragraphs describe acceptable methods of material storage. Provide storage units that are in good condition and constructed of materials that are compatible with the material or liquid to be stored. If multiple storage units are required, clearly label each unit with an identification number and keep a written log to track the source of contaminated material in each temporary storage unit.

A. Stockpiles

1. Construct stockpiles to isolate stored contaminated material from the environment. Stockpile size greater than 100 cubic yards is prohibited.

2. Excavated material may only be stored on site for a maximum of 7 calendar days.

3.6 NOT USED

3.7 DISPOSAL REQUIRMENTS

A. Perform offsite disposal of contaminated material in accordance with Section 02 81 01 - Transportation and Disposal of Hazardous Materials.

3.8 CLOSURE REPORT

Submit an electronic copy of a Closure Report within 14 calendar days of completing work at the site. Label the report with the contract number, project name, location, date, name of general Contractor, and the District contracting for the work. As a minimum, include the following information:

A. A cover letter signed by a Professional Engineer registered in the State of California who is a responsible company official certifying that all services involved have been performed in accordance with the terms and conditions of the contract documents and regulatory requirements.

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B. A narrative report including, but not limited to, the following:

1. site conditions, ground water elevation, and cleanup criteria;

2. excavation logs;

3. field screening readings;

4. quantity of materials removed from each area of contamination;

5. quantity of water/product removed during dewatering;

6. sampling locations and sampling methods;

7. sample collection data such as time of collection and method of preservation;

8. sample chain-of-custody forms; and

9. source of backfill.

C. Copies of all chemical and physical test results.

D. Copies of all manifests and land disposal restriction notifications.

E. Copies of all certifications of final disposal signed by the responsible disposal facility official.

F. Waste profile sheets.

G. Progress Photographs. Use color photographs to document progress of the work.

Take a minimum of four views of the site showing the location of the area of each excavation site, entrance/exit road, and any other notable site conditions before work begins. After work has been started, photographically record weekly activities at each work location. Provide photographs that are a minimum of 76.2 by 127.0 mm 3 by 5 inches and include:

1. Soil removal and sampling.

2. Dewatering operations.

3. Unanticipated events such as spills and the discovery of additional contaminated material.

4. Contaminated material/water storage, handling, treatment, and transport.

5. Site or task-specific employee respiratory and personal protection.

6. Fill placement and grading.

7. Post-construction photographs. After completion of work at each site, take a minimum of four views of each excavation site.

*** END OF SECTION ***

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SECTION 02 81 00

HAZARDOUS MATERIALS REMEDIATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. General provisions of the Contract, including General and Supplementary Conditions and other Division1 Specification Sections, apply to this Section.

B. Drawings including, but not limited to, Civil, Mechanical, Structural, Electrical, & Instrumentation.

C. “Hazardous Materials Survey Report, Enhanced Treatment and Site Upgrade Program

– Phase 1A Project, Covered Storage Structure, Alvarado Wastewater Treatment Plant, 5072 Benson Rd. Union City, CA” prepared by Vista Environmental Consulting and dated September 18, 2024.

1.2 SUMMARY

A. This Section includes the following:

1. A general description of the hazardous materials related work associated with this project and including information regarding known and assumed (presumed) existing hazardous materials likely to be impacted and abated by this project.

2. Requirements and procedures related to lead-related selective demolition work.

3. Requirements for removal and disposal of PCB ballasts and universal waste items prior to demolition.

B. Existing Hazardous Materials Conditions.

1. The Contractor shall take into account the known and presumed existing lead-containing materials, and other hazardous materials known or assumed present based on existing survey reports provided by the Union Sanitary District and the contract documents.

2. The Contractor’s work requires removal of hazardous materials such as PCBs, universal wastes (UW), and the disturbance of lead containing paints and coatings during selective demolition structures, components and equipment. All associated costs of hazardous material remediation, lead-related construction work, worker protection, clean up and disposal resulting wastes are to be included in the bid price submitted.

3. Hazardous Materials known or assumed to be present in building to be demolished and areas to be disturbed by work of this project include:

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a. Lead-Containing Paints (LCP) - All paints including untested paints shall be considered lead-containing paint (LCP) with detectable levels of lead and for pre-1978 construction untested paints shall be considered to be lead-based paint (LBP) unless proven otherwise. Existing survey results by XRF testing are as follows:

1) Covered Storage Structure:

a) LBP: None detected;

b) LCP: E xt erior doors and bollards tested were 0.01 mg/cm2 lead.

b. Polychlorinated Biphenyl (PCB): Fluorescent light fixtures with approximately 39 assumed PCB ballasts are present in the covered storage structure will require the Contractor’s inspection of each removed fixture’s ballast for labeling or marking regarding date of manufacture and/or PCB content.

c. Universal Waste (UW) Items: Approximately 78 fluorescent light tubes are present total all project areas. In addition, a total of 2 batteries for emergency lights and exit signs are present in the project area and also shall be considered to be UW items for disposal

d. Silica (crystalline quartz): This project involves demolishing, saw cutting, coring, and other activities involving concrete which can generate airborne levels of crystalline silica.

e. Review the referenced hazardous materials survey report for more specific information regarding hazardous materials and substances present at this site and review the project drawings for reference information regarding other site conditions for known or suspect hazardous materials that may be disturbed or demolished. All quantities of each known or suspect hazardous material are to be field verified by the Contractor prior to submitting a bid.

C. Summary of Hazardous Materials-Related Work

1. The work of this project involves mitigating the identified hazardous materials likely to be disturbed during selected structural demolition and other construction activities; removal of other hazardous materials including the removal of all impacted assumed PCB lighting ballasts; removal of all impacted Universal Waste Items; demolishing structural and equipment components that contain lead-containing paints; and conducting demolition and other construction operations involving structural concrete building components that contain crystalline silica.

2. The Contractor shall review any available as-built plans and all project demolition and construction plans for the building and infrastructure associated with this project and shall coordinate the hazardous materials work with those plans and the information they provide. This project will require Contractor personnel qualified to conduct lead-related construction/demolition work; and concrete work that involves crystalline silica dust generation. The project also requires removal and proper disposal of PCB ballasts, and Universal Wastes. Review the hazardous

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material survey report and project drawings in detail to verify the location and approximate extent of hazardous materials-impacted work and include the cost of that work in the project bid price.

3. All hazardous materials and substance disturbance and removal work shall be undertaken utilizing the proper lead and hazardous materials work practices, protective measures, controls, waste stream profiling and testing, and waste disposal of properly characterized removed materials as required to support this project.

a. Removed lead paint chips and PCB ballasts are to be disposed of as hazardous waste;

b. Universal Wastes shall be disposed of as hazardous waste or recycled by a permitted TSD.

4. The Contractor’s work scope all required lead-related protective measures for Cal/OSHA and Cal/EPA compliance associated with demolition and other finish disturbing activities of this project.

5. Conduct removal of all lead-containing paints and coating disturbance, and all concrete related work in compliance with federal and state (Cal/OSHA) worker protection rules and this section.

6. Clean up all surfaces affected by demolition so as to leave each work area free of visible lead dust and debris and leave the project site with lead levels below all recognized hazard thresholds at the end of each day’s work shift and prior to any site preparation for new construction.

7. The Contractor shall treat all “assumed” hazardous materials as actual confirmed hazardous materials for bidding purposes. Assumed PCB ballasts will be verified to be PCB or non-PCB by the Contractor’s visual inspection as part of the fixture removal process. During Construction, Assumed ACM water proofing on subsurface concrete can be tested for asbestos content once exposed at each separate structure to be demolished via the Contract’s request for information (RFI) process but must be bid as ACM.

D. Contractor’s Observation Service

1. The Contractor must retain the services of a qualified industrial hygiene consultant certified for lead consulting in the State of California, for the purpose of monitoring the day-to-day operations of the Contractor on an ongoing or as needed basis to ensure each work area is completed before it is released for unrestricted access.

This consultant shall have authority to review the Contractor’s pre-start, progress, and close out submittals; inspect containments, observe Contractor’s procedural compliance, review Work Areas for completion, and conduct clearance inspection and testing with regard to hazardous material removals and lead-related demolition.

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1.3 REFERENCES:

A. General: Codes, regulations, and references to hazardous materials abatement work include, but are not limited to the most current versions of the following:

1. California Code of Regulations (CCR):

Title 8 Section 1530.1 Control of Employees Exposures for Dust Generat-ing Operations Conducted on Concrete or Masonry Materials

Title 8 Section 1531 Construction Safety Orders, Respiratory Protection

Title 8 Section 1532.1 Construction Safety Orders, Lead in Construction

Title 8 Section 1536 Ventilation Requirements for Welding, Brazing, and Cutting

Title 8 Section 1537 Welding, Cutting, and Heating of Coated Metals

Title 17, Div. 1, Ch. 8 Accreditation, Certification, and Work Practices for Lead-Based Paint and Lead Hazards

Title 22, Div. 4.5 Environmental Health Standards for the Manage-ment of Hazardous Waste

2. California Health and Safety Code, Division 20, Chapter 6.5, Section 25143.2 (d)(7), (e), & (f) and sections 25143.9 & 25143.10 – regarding the recycling of CFC or HCFC gases.

3. Code of Federal Regulations (CFR)

a. 29 CFR 1926.1153 Respirable Crystalline Silica

b. 40 CFR Part 82 Protection of Stratospheric Ozone: Supplemental Rule Regarding a Recycling Standard Under Section 608 of the Clean Air Act;

Final Rule

c. 40 CFR Part 61 USEPA NESHAPS Rule

d. 40 CFR Part 745 Lead; Identification of Dangerous Levels of Lead

e. 40 CFR Part 761 , PCB’s Manufacturing, Processing, Distribution, in Commerce, and use Prohibitions

4. Regional Air Quality Management District or Air Pollution Control District rules:

a. Bay Area Air Quality Management District (BAAQMD), Regulation 2, Rule

1.4 DEFINITIONS

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A. Definitions Specific to Work of this Section.

1. Abatement – Procedures to control airborne contaminates and other releases from hazardous material-containing building materials. Includes removal, repair, encapsulation, and enclosure as well as proper packaging, transportation and disposal of removed hazardous materials.

2. Aggressive Method – removal of building materials by sanding, abrading, grinding, or other methods that causes intact ACM to become friable.

3. Airlock – A system for permitting ingress and egress with minimum air movement between a contaminated area and an uncontaminated area.

4. Air Monitoring – The processing of measuring the air contaminants such as asbestos or lead for measured volume of air collected over the specific period of time being monitored.

5. Amended Water – A water to which a suitable surfactant has been added in accordance with the manufacturer’s instructions for the surfactant product.

6. Asbestos – The term asbestos includes chrysotile, amosite, crocidolite, tremolite, anthophyllite, and actinolite.

7. Asbestos Containing Construction Material (ACCM) – Any construction material with an asbestos content of 0.1 percent or greater by weight.

8. Asbestos Containing Material (ACM) – Any material which contains over one percent asbestos as determined by current EPA bulk sample analysis method.

9. Asbestos Fibers – This expression refers to asbestos fibers longer than five micrometers with an aspect ratio of 3:1 or larger under phase contrast microscopy (PCM) analytical procedures.

10. Authorized Visitor – Any District Representative, Consultant or Agent and any representative of a regulatory of other agency having jurisdiction over the project and who meets regulatory requirements for entry including training, medical, and proper personal protective equipment use.

11. Class I Asbestos Removal – Class I Asbestos work means activities involving the removal of known or presumed thermal system insulation (TSI) ACM and surfacing

ACM.

12. Class II Asbestos Work – Class II Asbestos Work means activities associated with removal of any ACM that is not a Class I surfacing material or thermal system insulation. This includes but is not limited to, removal of resilient flooring materials, roofing materials, asbestos cement products, sealants, caulking materials as well as other ACM’s.

13. Class III Asbestos Work – For this project-small scale removal work incidental to support removal or installation of equipment and devices where not intentional asbestos abatement work or removal is involved and the quantity of asbestos

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waste can be contained in one standard waste bag or glove bag with dimension no greater than 60”by60” (60 inches square).

14. Class IV Asbestos Work- work by maintenance and custodial workers that requires contact with ACM but for this section does not involve activities that required disturbance of ACM in a manner that could result in airborne asbestos fiber exposure to the workers.

15. Clean Room – An uncontaminated area or room that is a part of the worker decontamination enclosure with provisions for storage of Workers’ street clothes and uncontaminated protective equipment and other uncontaminated materials and equipment.

16. Competent Person – An individual who is capable of identifying asbestos or lead hazards in the workplace and who has sufficient experience and authority to take prompt corrective measures to eliminate them. The Competent Person is required to have been specially trained for the type and level of work to be conducted. The Competent Person is responsible for conducting all required set/containment, in process, completion, and pre-clearance inspections as specified subject to verification and approval by the District’s Consultant.”

17. Coolant gasses – Refrigerant gasses that are known or suspected to contain regulated chlorofluorocarbon (CFC) or HCFC gasses whose release to the atmosphere is prohibited and that required special equipment and EPA certified refrigerant reclaimer personnel to safely and properly remove the gas for recycling or destruction at a permitted facility so that the remaining equipment to be demolished or removed can be disposed of in accordance with regulation.

18. Critical Barrier – A unit of temporary construction of air-tight and impermeable barrier which provides effective separation between a contained asbestos Work Area and an adjacent, potentially occupied area. Typically consists of at least two layers of plastic sealed to prevent fiber migration into a non-involved adjacent area.

19. Crystalline Silica - A common mineral (quartz) found naturally in rock, sand, clay, soil and common construction materials such as concrete, brick, and mortar materials. Exposure to airborne crystalline silica in construction typically results from mechanical work on concrete or masonry involving grinding, cutting, jack hammering, chipping, drilling or coring into concrete and tuck-pointing masonry materials. Airborne silica, especially respirable size particles, can cause serious lung disease such as silicosis and lung cancer with excessive exposure. OSHA requires dust reduction systems to effectively reduce exposure to below the PEL through application of water or local exhaust ventilation and other worker protection measures including a written exposure control plan, training, medical surveillance, exposure monitoring, and respiratory protection when feasible controls are inadequate to control below the PEL (50 ug/m3 respirable silica).

20. Decontamination Enclosure System (Decon Unit) – A series of connected rooms, with air lock doorways between any two adjacent rooms, for the decontamination of Workers and of materials and equipment. The decontamination enclosure system includes an Equipment Room, Shower Room, and Clean Room and must

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be contiguous to the Work Area Containment. Alternative systems including remote Decon Units and/or showers require prior approval.

21. Differential Pressure Equipment – A portable local exhaust system equipped with HEPA filtration and capable of maintaining a constant, low velocity air flow into contaminated area from adjacent uncontaminated areas. Also referred to as HEPA Exhaust Units, Negative Air Machines (NAM’s) or Negative Pressure Units (NPU’s). This equipment must meet the HEPA filter efficiency as an installed system, typically by on-site testing prior to use.

22. Disturbance – contact with asbestos-containing construction materials that disrupt their matrix (e.g. render friable) and create visible dust or debris and potential airborne fiber exposure.

23. Encapsulant (sealant) – A liquid material which can be applied to asbestos-containing material or surface and which controls the possible release of asbestos fiber from the material or surface by creating a membrane over the surface (bridging encapsulant), or by penetrating into the material and binding its components together (penetrating encapsulant), or by locking down invisible fibers (lockdown encapsulant).

24. Equipment Room – a contaminated room in the Decon Unit for decontamination of PPE and equipment prior to entering the shower room or area. The Equipment Room or area is supplied with impermeable waste bags or containers for the disposal of contaminated PPE and equipment.

25. Fluorescent Light Ballast (FLB) -- A device that electrically controls fluorescent light fixtures. Most existing FLBs include a capacitor containing 0.1 kilograms or less of a dielectric fluid that may contain PCBs if the ballast was manufactured prior to 1979. More recently, electronic ballasts that do not contain PCBs have come into use. Pre-1979 ballasts may also contain asphalt potting compounds that also contain PCB.

26. Fluorescent Lamp or Tube – A low pressure electric discharge lamp that generates ultraviolet light radiation by the passage of an arc through mercury vapor; the inner surface of the lamp or tube is coated with a phosphor which absorbs the ultraviolet light and converts some of it to visible light. Spent fluorescent light tubes typically contain mercury in concentrations exceeding the total threshold limit concentration (TTLC) and/or the soluble threshold limit concentration (STLC) making them a presumptive hazardous waste in California. Under current regulation, they are considered a Universal Waste requiring special handling and disposal or recycling.

27. Friable ACM – An ACM that that when dry can be crumbled, pulverized, or reduced to power by hand pressure. A non-friable ACM that has not be rendered friable by mechanical or other means is considered “intact.”

28. Hazardous Materials – Hazardous materials include, but are not limited to:

asbestos- containing construction materials, lead and lead-based paint, mercury, PCB, coolant gases, universal wastes, solvents, petroleum hydrocarbon fuels and other chemical products or wastes.

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29. Hazardous Waste – Any waste material ta is listed or meets the criteria for hazardous waste as set forth in the California Code of Regulations (CCR), Title 22, Chapter 11.

30. HEPA Filter – A high-efficiency particulate absolute (HEPA) filter capable of trapping and retaining 99.97 percent of particles equal or greater than 0.3 micrometers (micron) in mass median aerodynamic equivalent diameter.

31. HEPA Vacuum Equipment – Vacuuming equipment with a HEPA (UL 586 labeled) filter system. The vacuum must meet the HEPA efficiency of 99.97% efficiency for mono-dispersed 0.3 micron diameter particle as a system. On site testing may be required to verify the vacuum system meets HEPA requirements.

32. Hot Work Requirements– Welding or Cutting (e.g. torch cutting) of coated metals requires special procedures and controls such as removal of coatings with toxic constituents such as, but not limited to lead and other toxic heavy metals, to a minimum of 4 inches or the use of supplied air respirators, and/or effective local exhaust ventilation to control toxic welding fume and smoke. Refer to 8 CCR 1536 & 1537 for detailed requirements.

33. Ionization Technology Smoke Detector – Smoke detectors with radioactive isotope source (Americium 241) for smoke detection. Should be designated as such by an “i” or the word “Ionization” on front or back. Special disposal restriction apply.

Photoelectric technology smoke detectors do not have a radioactive material source and are usually designated with a “P” or the word “Photoelectric”.

34. Lead-Based Paint (LBP) – Lead-Containing Paint (LCP) that is at least 0.5% lead by weight or 1.0 milligrams of lead per square centimeter of surface area (as measured by XRF lead analyzer). Note: any untested paints or coatings must be presumed to be LBP for structures constructed prior to1978 and any other untested paints or paints found to have no detectable lead by XRF testing only must be assumed to contain some detectable lead subject to OSHA regulation.

35. Lead-Containing Paint (LCP) – Any paint or coating known, assumed or presumed to contain detectable levels of lead. All untested paints and coatings are assumed to be LCP and all untested paints and coatings on buildings constructed before 1978 are considered to be LBP.

36. Lead Hazardous Waste – Lead-based paint waste or other debris that has been classified as hazardous due to the characteristic of toxicity, as determined by testing in accordance with the California Code of Regulations, Title 22, Division

4.5. A lead hazardous waste is any substance(s) at concentrations greater than its listed Soluble Threshold Limit Concentration (STLC) or Total Threshold Limit Concentration (TTLC). The STLC for lead is 5.0 parts per million (ppm) and the TTLC for lead is 1000 ppm lead. If either of these values are exceeded, the lead related waste will need to be further characterized by the Toxicity Characteristic Leaching Procedure (TCLP) in accordance with 40 CFR 261 and possibly other tests prior to disposal as a hazardous waste. Waste testing for proper disposal is the responsibility of the Contractor.

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37. Lead Paint Surface Preparation – The process of conducting surface preparation on building surfaces and components that a coated with LCP or LBP in order to remove loose, peeling, flaking paint and associated chalking, if present, to prepare surface for paint stabilization, painting or demolition.

38. Mercury – A silvery liquid, metallic element which is toxic by inhalation and skin absorption. Mercury is a poison to the central nervous system and gastrointestinal tract and is considered to be an inorganic persistent and bioaccumulative toxic substance subject to Cal/PPA hazardous waste regulation. Mercury can often be found in various gauges, thermostats, mercury switches, fluorescent and high intensity lamps, and other items or equipment.

39. Negative Pressure Enclosure (NPE) – An enclosed or contained area of any configuration constructed of polyethylene sheeting (6 mil minimum) with a minimum of four (4) air changes per hour and a negative pressure of -0.02 inches of water as compared to surrounding areas outside the enclosure. NPE conditions must be maintained operational until the Work Area passes final clearance inspection and clearance air testing.

40. Non-Friable Asbestos Material – Material that contains asbestos in which the fibers have been locked in by a bonding agent, coating binder, or other material so that the asbestos is well bound and will not release fibers in excess of the asbestos control limit during any appropriate use, handling, demolition, storage, transportation, processing, or disposal.

41. Non-hazardous Asbestos Waste – Wastes which are non-friable and/or are below one percent asbestos by weight as determined by objective testing. Non-friable (intact) ACM wastes require OSHA Asbestos Hazard warning labels and disposal at landfills that accept such asbestos wastes.

42. Observation Service – Environmental Consultant hired to conduct various construction administration services including but not limited to compliance observation and air monitoring services on behalf of the District. Sometimes referred to as the District’sObservation Service.

43. District – Union Sanitary District

44. District’s Representative – Representative(s) that the Districthas assigned to manage, oversee, and/or inspect the work of this project. This may include an architectural and/or construction management consultant hired by Districtto oversee the project and/or the assigned Construction Inspector.

45. Polychlorinated Biphenyl (PCB) – PCBs are chemical substances consisting of the biphenyl molecule chlorinated to varying degrees or any combination of such molecules. PCBs were used in the past as dielectric fluids in transformers and capacitors. PCB was often a contaminant in hydraulic fluids systems. PCBs are clear to yellow oily substances toxic to liver and reproductive system and are suspect human carcinogens.

46. PCB Ballast – A FLB known or suspected to contain PCB’s. All FLBs must be considered to be PCB ballasts unless they are: Labeled or marked “No PCB” by

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the manufacturer; Manufactured in 1979 or later as indicated and verified on a date stamp or code located on the ballast; labeled as electronic ballast by the manufacturer; or General Electric HDF ballasts manufactured between 1977 to 1978 and which have a “W” added to their catalogue number on the ballast label.

47. PCB Equipment – Equipment such as transformers, switch gear, circuit breakers that contain oils or dielectric fluids likely to have been manufactured prior to July 2, 1979. If there is no date and the dielectric fluid is unknown, the equipment must be assumed to contain PCB.

48. PCB Contaminated Equipment – Equipment which contains fluid with a PCB concentration equal to or greater than 50 parts per million (ppm) PCB and less than 500 ppm PCB.

49. PCB Contaminated Material – A non-liquid material containing PCBs at concentrations greater than 50 ppm but less than 500 ppm PCB or where insufficient liquid material is available for analysis; a non-porous surface having a surface concentration of greater than 10 micrograms PCB per 100 square centimeter but less than 100 micrograms PCB, measured by a standard wipe test defined in 40 CFR 761.123.

50. Regulated Area – A Work Area established to demarcate areas where Class I, Class II, Class III is conducted and any other Work Area where airborne asbestos is reasonably likely to exceed the Permissible Exposure Limit (PEL). The Regulated Area must include all adjoining areas where asbestos waste and debris may accumulate. Demarcation must include warning signage and must limit access to authorized and properly trained, medically qualified, and protected personnel.

51. Removal – Procedures necessary to remove hazardous materials such as, but not limited to, asbestos or lead from designated areas and to dispose of these materials at an acceptable properly permitted waste disposal site.

52. Surfactant – An approved chemical wetting agent added to water to improve penetration.

53. Stabilization – Lead Paint Surface Preparation followed by application of at minimum a primer coat and usually followed by finish coating(s).

54. Trigger Task – Operation, process or task type specifically identified in the OSHA or Cal/OSHA lead standard as a potential lead exposure requiring certain protective measures to be implemented prior to obtaining the results of an initial exposure assessment. Trigger Tasks include, but are not limited to, any of the following task types when materials or paints that contain lead are present and will be disturbed:

a. Manual Demolition;

b. Manual Scraping or Sanding;

c. Heat Gun Application;

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d. Use of power tools for cleaning or removal;

e. Rivet busting;

f. Abrasive blasting and cleanup of spent abrasive; &

g. Welding, cutting or torch burning.

55. TSD Facility – An US EPA or State EPA permitted facility for transportation, storage and disposal of hazardous wastes.

56. Unclassified Asbestos Work – work involved in removal or disturbance of construction materials with 1% asbestos or less (e.g. trace asbestos). Worker protection and certain work practices and waste disposal requirements apply to this work.

57. Universal Waste – Certain common designated hazardous wastes that are required to be handled and disposed of or recycled in accordance with special rules. Includes fluorescent light tubes, HID lamps, sodium vapor lamps, mercury switches, mercury thermostats, NiCad, Silver, & Mercury & other batteries (often used in building alarms and emergency systems), and other items.

58. Visually Clean – Free of visible dust, paint chips, dirt, debris, or films removable by vacuuming or wet cleaning methods specified. For outside soil or ground cover areas, visually clean shall mean free of visible construction and paint debris, chips or dust distinguishable from the initial soil or ground conditions (after exterior pre-cleaning).

59. Waste Generator Label – Waste Generator label shall include the Generator’s Name, ID Number, Address, and Waste Manifest Number.

60. Wet Cleaning – The process of eliminating asbestos or lead contamination from building surfaces and objects by using cloths, mops, or other cleaning tools that have been dampened with water or water/detergent solution, and by afterwards disposing of these cleaning tools and materials as contaminated waste.

61. Work Area – Designated rooms, spaces, or areas of the project in which hazardous material removal actions are to be undertaken or which may become contaminated as a result of such removal actions during the process and prior to final clean-up and decontamination. A contained Work Area is a Regulated Work Area that has been sealed and equipped with a Decontamination Enclosure System. Worker Decontamination Enclosure System (Worker Decon) – That portion of a Decontamination Enclosure System designed for controlled passage of workers, and other personnel and authorized visitors, typically consisting of a clean room, a shower room, and an equipment room. No eating, drinking or smoking is allowed in Work Areas.

1.5 MATERIALS OWNERSHIP

A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain District’s property, demolished materials shall become

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Contractor's property and shall be removed from Project site and properly disposed or recycled.

1.6 SUBMITTALS

A. Requirements are as set forth in Contract for items required to be submitted under this section. Submit the following:

B. Pre-Start Submittals:

1. Submit the following:

a. Licensing and Registration for Contractor or…

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