Specifications.pdf

BIDDING DOCUMENTS

Technical Specifications

March 2014

Project:

Final Source Area Remedial Design – Revision 1 10th Street Site, OU2 Columbus, Nebraska

Owner:

U.S. Environmental Protection Agency

Designers/Engineers:

CDM Federal Programs Corporation 9200 Ward Parkway, Suite 500 Kansas City, Missouri 64114

HydroGeoLogic, Inc 6340 Glenwood, Suite 200 Building #7 Overland Park, Kansas 66202

DM

Source Area Remedial Design, 10th Street Site, Columbus, Nebraska Revision 1 OU2 - Final Remedial Design March 2014

SPECIFICATIONS LIST.docx i

SPECIFICATIONS LIST

PERFORMANCE WORK STATEMENT

The Performance Work Statement is not included with this submittal. The Performance Work Statement consists of contract language specifications. These specifications will be included in the bid package.

Section No. Section Title Page

DIVISION 01 – GENERAL REQUIREMENTS

01 10 00 Summary of Work 01 10 00-1 - 01 10 00-5 01 33 00 Submittal Procedures 01 33 00-1 - 01 33 00-5 01 35 29 Safety, Health, and Emergency Response 01 35 29-1 - 01 35 29-9 01 35 30 Spill Control 01 35 30-1 - 01 35 30-3 01 35 43 Environmental Protection 01 35 43-1 - 01 35 43-4 01 43 00 Contractor Quality Control 01 43 00-1 - 01 43 00-8 01 43 16 Chemical Data Quality Control 01 43 16-1 - 01 43 16-17 01 55 26 Traffic Control 01 55 26-1 - 01 55 26-4 01 78 39 Project Record Documents 01 78 39-1 - 01 78 39-2 01 78 40 Project Closeout 01 78 40-1 - 01 78 40-2

DIVISION 02 – SITE WORK

02 21 00 Surveys 02 21 00-1 - 02 21 00-4 02 40 10 Site Preparation 02 40 10-1 - 02 40 10-1 02 41 19 Selective Site Demolition 02 41 19-1 - 02 41 19-7 02 52 20 Chemical Oxidant Application 02 52 20-1 - 02 52 20-8 02 61 13 Excavation and Handling of Contaminated Material 02 61 13-1 - 02 61 13-4 02 81 00 Transportation and Disposal of Contaminated Material 02 81 00-1 - 02 81 00-6

DIVISION 03 – CONCRETE

03 11 00 Concrete Formwork 03 11 00-1 - 03 11 00-5 03 15 00 Concrete Accessories 03 15 00-1 - 03 15 00-6 03 20 00 Concrete Reinforcement 03 20 00-1 - 03 20 00-6 03 30 00 Cast-in-Place Concrete 03 30 00-1 - 03 30 00-16 03 40 00 Precast Concrete Structures 03 40 00-1 - 03 40 00-7

DIVISION 31 – EARTHWORK

31 11 00 Clearing and Grubbing 31 11 00-1 - 31 11 00-3 31 23 19 Dewatering 31 23 19-1 - 31 23 19-3 31 23 23 Earthwork 31 23 23-1 - 31 23 23-8 31 25 00 Erosion and Sediment Control 31 25 00-1 - 31 25 00-6 31 50 00 Excavation Support and Protection 31 50 00-1 - 31 50 00-9

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 01 17 Pavement Repair 32 01 17-1 - 32 01 17-6 32 92 19 Seeding 32 92 19-1 - 32 92 19-6

DIVISION 33 – UTILITIES

33 29 00 Well Abandonment 33 29 00-1 - 33 29 00-3 33 29 10 Well Installation 33 29 10-1 - 33 29 10-12

DIVISION 46 – UTILITIES

46 07 13 Water Treatment Equipment 46 07 13-1 - 46 07 13-5

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SECTION 01 10 00

SUMMARY OF WORK

PART 1 – GENERAL

1.1 DEFINITIONS

1.1.1 Contract - The Contract is the executed agreement between the Contractor and Government.

1.1.2 Contractor - The Contractor is the General Contractor and its subcontractors performing the work described herein and within the Specifications and the Contract Drawings for the U. S.

Environmental Protection Agency (EPA) under this Contract.

1.1.3 Contracting Officer (CO) - The EPA Representative for contract administration.

1.1.4 Contracting Officer’s Representative (COR) - The EPA Representative for field oversight.

1.1.5 Government - The Government, for purposes of the work herein, is EPA Region 7.

1.1.6 Project Officer (PO) - The EPA Representative for project management and the technical aspects of the project.

1.1.7 Performance Work Statement (PWS) - Statement of work for performance-based acquisitions that describes the required results in clear, specific and objective terms with measurable outcomes.

1.2 SITE LOCATION AND DESCRIPTION

1.2.1 The 10th Street Superfund Site (Site) is assigned Comprehensive Environmental Response, Compensation, and Liability Information System (CERCLIS) identification number NED981713837 and is located in Columbus, Platte County, in east-central Nebraska. The Site is located in the south central portion of the City of Columbus in Platte County, Nebraska and is composed of two operable units (OUs).

OU1 includes an area generally south of the Union Pacific (UP) rail line that crosses the central portion of the city and includes the southern municipal well field where contamination was originally identified and the former Jackson Services and Liberty Cleaners source areas. OU2 includes the area north of the UP rail line to the former One Hour Martinizing (OHM) dry cleaning facility, now Prestige Dry Cleaning, located over ½ mile north of OU1. Although OHM became Prestige Dry Cleaning in 2009, it will be referred to as OHM for consistency with previous documents.

1.2.2 The amended remedy as described in the 2012 Amendment to the Record of Decision (ROD) (EPA 2012) is intended to be the final response action to address all contamination associated with the principal threats posed by the three source areas. The three source areas are the former OHM, located at 2262 25th Avenue; the former Jackson Services, located at 960 24th Avenue; and the former Liberty Cleaners, located at 1061 25th Avenue.

1.2.3 Specifically, the amended remedy addresses the source contamination in the unsaturated soils and residual groundwater contamination located at the source areas. The amended remedy for the source area soils is building demolition, excavation of contaminated soil and off-site disposal at all three source areas including demolition of the former warehouse at 1059 25th Avenue, which is adjacent to the former Liberty Cleaners. The alternatives will include placement of a chemical oxidant in the excavation prior to backfilling.

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1.2.4 The amended remedy will permanently and significantly reduce the toxicity, mobility and volume of Site contaminants of concern (COCs) through above mentioned actions as well as in situ chemical oxidant (ISCO) and/or biological remediation of residual groundwater.

1.3 BASIS OF DESIGN

As described in the amended remedy, this remedial design (RD) includes the following elements:

Building demolition, excavation and off-site disposal of contaminated soil at all three source areas. A chemical oxidant will be placed in the excavation prior to backfilling to address residual contaminants of concerns (COCs) in the vadose zone/capillary fringe.

ISCO application to address contaminated direct-push technology (DPT) at all three source areas.

1.4 WORK COVERED BY CONTRACT DOCUMENTS

The work specified by the Contract Documents (Performance Work Statement, Quality Assurance Surveillance Plan, Specifications and Contract Drawings) shall include, but is not limited to: building demolition, excavation and off-site disposal of contaminated soil at all three source areas; placement of a chemical oxidant in the excavation prior to backfilling to address residual COCs in the vadose zone/capillary fringe; backfilling of excavations; restoration of disturbed areas, groundwater treatment using in situ chemical oxidation (ISCO) and groundwater monitoring well installation.

1.5 CODES AND STANDARDS

Codes and Standards that may apply to the project work include:

American Association of State Highways and Transportation Officials (AASHTO) American Concrete Institute (ACI) Standards American National Standards Institute (ANSI) Standards Agricultural Marketing Service (AMS) Standards American Society for Testing and Materials (ASTM) Standards American Welding Society (AWS) Standards American Water Works Association (AWWA) Standards Code of Federal Regulations (CFR) Concrete Reinforcing Steel Institute (CRSI) Standards U.S. Department of Labor, Occupational Safety and Health Administration (OSHA) Standards Nebraska Department of Roads (NDOR) Standards Nebraska Department of Environmental Quality (NDEQ) Standards Nebraska Manual of Uniform Traffic Control Devices (MUTCD) Nebraska Revised Statutes U.S. Environmental Protection Agency (EPA) Standards US Army Corps of Engineers (USACE), Engineer Manuals State of Nebraska and Platte County Codes and Standards

1.6 LIST OF CONTRACT DRAWINGS

The Contract Drawings include the following:

Sheet No. Drawing Sheet G-01 Cover Sheet

Sheet G-02 General Notes, Abbreviations, and Legend

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Sheet G-03 Haul Routes and Traffic Control Plan

Sheet B-01 Boring Logs

Sheet C-01 Existing Site Plan – OHM Source Area

Sheet C-02 Demolition Plan for AS/SVE System – OHM Source Area

Sheet C-03 Demolition Plan for Buildings – OHM Source Area

Sheet C-04 Traffic Control Plan – OHM Source Area

Sheet C-05 Excavation Plan – OHM Source Area

Sheet C-06 Excavation Cross Sections – OHM Source Area

Sheet C-07 Restoration Plan – OHM Source Area

Sheet C-08 Injection Plan – OHM Source Area

Sheet C-09 Existing Site Plan – Former Jackson Services Source Area

Sheet C-10 Demolition Plan – Former Jackson Services Source Area

Sheet C-11 Excavation Plan – Former Jackson Services Source Area

Sheet C-12 Excavation Cross Sections – Former Jackson Services Source Area

Sheet C-13 Restoration Plan – Former Jackson Services Source Area

Sheet C-14 Injection Plan – Former Jackson Services Source Area

Sheet C-15 Existing Site Plan – Liberty Cleaners Source Area

Sheet C-16 Demolition Plan – Liberty Cleaners Source Area

Sheet C-17 Excavation Plan – Liberty Cleaners Source Area

Sheet C-18 Excavation Cross Sections – Liberty Cleaners Source Area

Sheet C-19 Restoration Plan – Liberty Cleaners Source Area

Sheet C-20 Injection Plan – Liberty Cleaners Source Area

Sheet D-01 Civil Details 1

Sheet D-02 Civil Details 2

Sheet D-03 Civil Details 3

Sheet D-04 Civil Details 4

1.7 EXISTING CONDITIONS

1.7.1 The Contractor shall examine the site for the proposed work prior to submitting a bid, and ascertain that the location, size and depth of surface structures, including roadway and permanent/temporary structures, landscaping and utilities, as shown on the Contract Drawings and described herein, represent the actual conditions.

1.7.2 The Contractor shall immediately report any discrepancies between the details shown on the Contract Drawings and the actual field conditions or any omissions to the Contract Drawings and/or other documents to the COR and/or the PO.

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1.8 SITE INSPECTION DURING BIDDING

1.8.1 The Contractor shall inspect the site and note all existing conditions and make note of the arrangements needed for access during construction, traffic control, maintenance of supplies and interference with existing utilities.

1.8.2 The Contractor shall obtain clarification from the CO, COR, and/or PO when the meaning of the Contract Drawings and the Specifications are in doubt, prior to submitting the bid.

1.8.3 After submission of the bid, no claim will be considered on the grounds that there was any misunderstanding with respect to the conditions imposed by the Contract Documents.

1.8.4 Verbal conversation or agreement made at any time with an agency or employee of the Government or the CO, COR, and/or PO shall not affect or modify any of the terms or obligations under the Contract.

1.9 DIRECTION OF THE WORK

1.9.1 The CO, COR, and/or PO will not be responsible for the Contractor’s means, methods, techniques, sequences or procedures of construction, or for the supervision of the Contractor’s performance of this Contract, or for the failure to perform the Work in accordance with the Contract.

However, if at any time the CO, COR, and/or PO is of the opinion that the number of workmen, pieces of equipment; or quality of machinery, tools, plant, and equipment or articles is inefficient or insufficient to meet the schedule; the CO, COR, and/or PO may so advise the Contractor. The Contractor shall promptly make the necessary changes to ensure that the schedule is adhered to.

1.9.2 Pursuant to the provisions of the General Conditions of the Contract, while it is intended that the Contractor shall be allowed in general to carry out the Contract in such a manner that may appear to be the most desirable, the CO, COR, and/or PO may direct the order in which the work shall be undertaken. This control shall be exercised in the interest of the Government and it is intended that an agreement be reached between all parties prior to the commencement of the Contract.

1.10 SECURITY

1.10.1 Neither the Government, nor the CO, COR, or PO will be responsible for any loss or damage to property of the Contractor. The Contractor shall furnish any additional security measures as deemed necessary for the duration of the project.

1.11 CONTRACTOR’S USE OF PREMISES

1.11.1 The Contractor shall limit onsite operations to necessary portions of the project boundaries.

1.11.2 Other areas are not to be used by the Contractor unless approved by COR and/or PO.

PART 2 – PRODUCTS (NOT USED)

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PART 3 – EXECUTION

3.1 EXAMINATION OF THE SITE

The Contractor shall familiarize himself with the site, surface, subsurface, and groundwater conditions at the site. No Contract adjustment will be made because of the failure of the Contractor to review and understand all existing site data.

3.2 HEALTH AND SAFETY PROTECTION

U.S. Department of Labor, Occupational Safety and Health Administration (OSHA) regulations (29 Code of Federal Regulations [CFR] 1910.120) specify worker health and safety protection requirements applicable to work at the site. Contractor shall conduct work in strict accordance with the Site Safety and Health Plan (SSHP) prepared by the Contractor in accordance with SECTION 01 35 29 – SAFETY, HEALTH, AND EMERGENCY RESPONSE to meet applicable OSHA regulations.

3.3 CONTRACTOR QUALITY ASSURANCE/QUALITY CONTROL

Quality workmanship and performance are essential in this project. Contractor shall also fully support and cooperate with all EPA Representatives in the implementation of the overall project quality control. The Contractor will be required to furnish documentation of materials supplied to the project, calibration of measuring equipment used, as-built items, and similar equipment items.

3.4 EXECUTION OF WORK

The Contractor shall complete all work in accordance with the Performance Work Statement, Quality Surveillance Plan, Contract Drawings and the Specifications.

END OF SECTION

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SECTION 01 33 00

SUBMITTAL PROCEDURES

1.1 SUBMITTAL IDENTIFICATION

The submittals described herein, and further described in other sections of the Specifications, are those required for acceptance by the Contracting Officer's Representative (COR) and/or the Project Officer (PO).

1.2 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.2.1 Government Approval (GA)

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the COR and/or the

PO.

1.2.2 For Information Only (FIO)

All submittals not requiring Government approval will be for information only.

1.3 APPROVED SUBMITTALS

The COR and/or the PO’s approval of submittals shall not be construed as a complete check but will indicate only that the general method of construction, materials, detailing, and other information are satisfactory. Approval shall not relieve the Contractor of the responsibility for any error that may exist, as the Contractor under the Contractor’s Quality Control (CQC) requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work.

After submittals have been approved by the COR and/or the PO, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.4 DISAPPROVED SUBMITTALS

The Contractor shall make all corrections required by the COR and/or the PO and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal.

1.5 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION

3.1 GENERAL

3.1.1 The Contractor shall make submittals as required by the Specifications. The COR and/or the PO may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals shall be the same used in the Contract Drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with Contract requirements. Prior to submittal, all items shall be checked and approved by the CQC System Manager, and each item shall be stamped, signed, and dated by the CQC

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System Manager indicating action taken. Proposed deviations from the contract requirements shall be clearly identified. Submittals shall include, but are not limited to, items such as: Contractor’s, manufacturer’s, or fabricator’s drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, calculations, operating charts or curves; test reports; test cylinders; samples; operations and maintenance (O&M) manuals (including parts list); certifications; warranties; and other such required submittals. Submittals requiring Government approval shall be scheduled and received prior to the acquisition of the material or equipment covered thereby. Samples remaining upon completion of the work shall be picked up and disposed of in accordance with manufacturers Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

3.1.2 The submittals shall be promptly made in accordance with the procedures described in the Special Clauses of these Specifications. The submission requirements, review process, and the final distribution of the submittals shall be as specified herein.

3.2 SUBMITTAL REGISTER

At the end of this Section is one set of Submittal Registers listing items of equipment and materials for which submittals are required by the Specifications. This list may not be all-inclusive and additional submittals may be required. The Contractor will also be given the Submittal Register files, containing the computerized Submittal Registers and instructions on the use of the files. These Submittal Register files will be furnished on a separate diskette. Columns “d” through “r” have been completed by the Government. The Contractor shall complete columns “a” and “s” through “u” and submit the forms (hard copy plus associated electronic file) to the COR and/or the PO for approval within 5 calendar days after Notice to Proceed. The Contractor shall keep this diskette up-to-date and shall submit it to the COR and/or the PO together with the monthly payment request. The approved Submittal Register will become the scheduling document and will be used to control submittals throughout the life of the contract. The Submittal Register and the progress schedules shall be coordinated.

3.3 SCHEDULING

3.3.1 Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. Certifications to be submitted with the pertinent drawings shall be scheduled accordingly. Adequate time (a minimum of 5 calendar days exclusive of mailing time) shall be allowed and shown on the register for review and approval. No delays, damages, or time extensions will be allowed for time lost in late submittals.

3.3.2 The COR and/or the PO will review the Submittal Register for approval action.

3.3.3 The approved register will become a part of the contract, and the Contractor shall be subject to the requirements thereof. The Contractor shall revise and/or update the register monthly to take into account all changes in the contract. Each such revised addition and/or revision to the register shall be submitted to the COR and/or the PO for approval. This register and the progress schedules shall be coordinated.

3.4 TRANSMITTAL FORM

The sample transmittal form attached to this Section shall be used for submitting both Government approved and information only submittals. These forms will be furnished to the Contractor. This form shall be properly completed by filling out all the heading blank spaces and identifying each item submitted.

Special care shall be exercised to ensure proper listing of the specification paragraph and/or sheet number of the Contract Drawings pertinent to the data submitted for each item.

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3.5 SUBMITTAL PROCEDURE

Submittals shall be made as follows:

3.5.1 Procedures

The Contractor shall submit 2 copies, each with separate transmittal, to the COR and/or the PO in accordance with the Submittal Register.

3.5.2 Deviations

For submittals that include proposed deviations requested by the Contractor, the column “variation requested” of the transmittal form shall be checked. The Contractor shall set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind approval of submittals containing unnoted deviations.

3.6 CONTROL OF SUBMITTALS

The Contractor shall carefully control his/her procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved Submittal Register.

3.7 GOVERNMENT APPROVED SUBMITTALS

Upon completion of review of submittals requiring Government approval, the submittals will be identified as having received approval by being stamped and dated. The COR and/or the PO will retain six copies of the submittal, and four copies of the submittal will be returned to the Contractor.

3.8 FOR INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the COR and/or the PO is not required on information only submittals. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This shall not relieve the Contractor from the obligation to furnish material conforming to the Contract Documents and will not prevent the COR and/or the PO from requiring removal and replacement of nonconforming material that has been incorporated into the work. This shall not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical Specifications so prescribe.

3.9 RESUBMISSION REQUIREMENTS

3.9.1 Make any corrections or changes in the submittals required by the COR and/or the PO and resubmit until approved.

3.9.2 Revise initial drawings or data and resubmit as specified for the initial submittal.

3.9.3 Indicate any changes that have been made other than those requested by the COR and/or the PO.

3.9.4 Samples: Submit new samples as required for initial submittal.

3.10 STAMPS

Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements shall be similar to the following:

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Contractor (Firm Name)

_____Approved

_____Approved as noted on submitted data and/or attached sheets with corrections.

Signature:_________________________________________________________

Title:_____________________________________________________________

Date:_____________________________________________________________

3.11 PROFESSIONAL ENGINEER (P.E.) CERTIFICATION FORM

If specifically required in other sections of these Specifications, the Contractor shall submit a P.E.

Certification for each item required (in the form attached to this Section) completely filled in and stamped.

3.12 SHOP DRAWINGS, SAMPLES, AND PRODUCT DATA

3.12.1 Shop Drawings

3.12.1.1 Shop drawings as specified in individual sections include, but are not necessarily limited to, fabrication and erection/installation drawings, schedule information, and coordination drawings, as applicable to the work.

3.12.1.2 All details on shop drawings shall clearly show elevations of structures and field-verified measurements.

3.12.1.3 All calculations used to develop excavation shoring designs shall be submitted with the detailed shop drawings.

3.12.2 Samples

Samples specified in individual sections include, but are not necessarily limited to, physical examples of the items to be used in the work.

3.12.3 Product Data

Product data specified in individual sections include, but are not necessarily limited to, standard prepared data for manufactured products (sometimes referred to as catalog data), such as the manufacturer’s product specification, installation or use instructions, manufacturer’s statements of compliance and applicability, catalog cuts, product photographs, quality control inspection and test reports, and certifications.

3.13 CONTRACTOR’S RESPONSIBILITIES

3.13.1 The Contractor shall review shop drawings, product data, and samples prior to submission to determine and verify the following:

Field measurements

Field construction criteria

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3.13.2 The review and approval of shop drawings or samples by the COR and/or the PO shall not relieve the Contractor from its responsibility with regard to the fulfillment of the terms of the contract. The Contractor assumes all risks of error and omission, and the COR and/or the PO will have no responsibility thereof.

3.13.3 No portion of the work requiring shop drawings, working drawings, samples, or catalog data shall be started nor shall any materials be fabricated, installed, or used on the sites prior to the approval of the COR and/or the PO. Fabrication performed, materials purchased, or onsite construction accomplished that does not conform to approved shop drawings and data shall be at the Contractor’s risk. The COR and/or the PO will not be liable for any expense for delay due to corrections or remedies required to accomplish conformity.

3.13.4 Project work, materials, fabrication, and installation shall conform to approved shop drawings, working drawings, applicable samples, and catalog data.

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P. E. Certification Form

The undersigned hereby certifies that he/she is a Professional Engineer registered in the State of Nebraska and that he/she has been employed by ____________________________________________(Name of Contractor) to design ___________________________________________________________ (insert P.E. responsibilities) in accordance with Specification SECTION _____________ for the __________________________________________________________________________ (name of project).

The undersigned further certifies that he/she has performed the design of the ___________________________ _________________________________________________________________________________ (name of project), that said design is in conformance with all applicable local, state, and federal codes, rules, and regulations, and that his/her signature and P.E. stamp have been affixed to all calculations and drawings used in and resulting from the design.

The undersigned hereby agrees to make all original design drawings and calculations available to the Contracting Officer's Representative (COR) and/or the Project Officer (PO) or Government representative within 7 days following written request by the COR and/or the PO.

P.E. Name

P.E. Signature

Address

Contractor’s Name

Signature

Title

Address

PROJECT:

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01 35 29-1.3.1 Contractor S&HP Statement 01 35 29-1.3.2 SHO Name and Certification 01 35 29-1.3.3 Training Documentation 01 35 29-1.3.4 Site Safety and Health Plan 01 35 29-1.3.5 Accident/Incident Report

01 35 30-1.3.1 Spill and Discharge Control Plan

01 35 43-1.3.1 Environmental Protection Plan

01 43 00-1.3.1 CQC Plan 01 43 00-1.3.2 Quality Control Daily Report

01 43 00-1.3.3 CQC Organizational Changes

01 43 16-1.3.1 Sampling and Analysis Plan 01 43 16-1.3.2 Chemical Data Final Report

01 43 16-1.3.3 Topsoil and Backfill Materials Testing Results

01 43 16-1.3.4 Data Validation Reports 01 43 16-1.3.5 Chemistry Data Packages

01 55 26-1.3.1 Traffic Control Plan

01 78 39-1.3.1 Record Documents

01 78 40-1.3.1 As-Built Surveys and Drawings

02 21 00-1.3.1 Field Notes, Computations, and Survey Quantities

02 21 00-1.3.2 Survey Elevation/Location Certifications

02 21 00-1.3.3 Survey Crew Qualifications

02 41 19-1.3.1 Proposed Methods and Operations of Demoliton of Structures

SUBMITTAL REGISTER CONTRACT NO.

10th Street Site, Source Area Remedial Design, Columbus, Nebraska

TITLE AND LOCATION

CONTRACTOR:

GOVERNMENT ACTIONCONTRACTOR ACTIONTYPE OF SUBMITTAL CLASS CONTRACTOR SCHEDULE DATES

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a. b. c. d. e. f. g. h. i. j. k. l. m. n. o. p q. r. s. t. u. v. w. x. y. z. aa.

SUBMITTAL REGISTER CONTRACT NO.

10th Street Site, Source Area Remedial Design, Columbus, Nebraska

TITLE AND LOCATION

CONTRACTOR:

GOVERNMENT ACTIONCONTRACTOR ACTIONTYPE OF SUBMITTAL CLASS CONTRACTOR SCHEDULE DATES

02 41 19-1.3.2 Detailed Sequence of Demolition and Removal Work

02 41 19-1.3.3 National Emission Standards for Hazardous Air Pollutants (NESHAP) Notification

02 52 20-1.3.1 Chemical Oxidant Information

02 52 20-1.3.2 OHM Source Area Chemical Oxidant Injection Location Map

02 52 20-1.3.3 Chemical Oxidant Application Completion Reports

02 81 00-1.3.1 Offsite Disposal Plan

02 81 00-1.3.2 Pre- and Post-Construction Roadway Video Surveys

02 81 00-1.3.3 Spill Response 02 81 00-1.3.4 Certificates

03 11 00-1.3.1.1 Shop Drawings for Formwork

03 11 00-1.3.1.2 Form Release Agent Product Data

03 11 00-1.3.1.3 Form Ties Product Data

03 11 00-1.3.2 Form Release Agent Demonstration

03 11 00-1.3.3 Certificates

03 15 00-1.3.1.1 Waterstops 03 15 00-1.3.1.2 Premolded Joint Fillers 03 15 00-1.3.1.3 Bond Breaker 03 15 00-1.3.1.4 Expansion Joint Dowels 03 15 00-1.3.1.5 Sealant 03 15 00-1.3.2 Certifications

03 20 00-1.3.1 Reinforcing Steel Shop Drawings

03 20 00-1.3.1.1 Bar Bending Details 03 20 00-1.3.2 Test Reports 03 20 00-1.3.3 Welder's Certification

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a. b. c. d. e. f. g. h. i. j. k. l. m. n. o. p q. r. s. t. u. v. w. x. y. z. aa.

SUBMITTAL REGISTER CONTRACT NO.

10th Street Site, Source Area Remedial Design, Columbus, Nebraska

TITLE AND LOCATION

CONTRACTOR:

GOVERNMENT ACTIONCONTRACTOR ACTIONTYPE OF SUBMITTAL CLASS CONTRACTOR SCHEDULE DATES

03 30 00-1.3.1.1 Sources of Cement and Aggregate

03 30 00-1.3.1.2 MSDSs 03 30 00-1.3.1.3 Air-Entraining Admixture 03 30 00-1.3.1.4 Water-Reducing Admixture 03 30 00-1.3.1.5 Concrete Mix 03 30 00-1.3.1.5.1 Standard Deviation Data

03 30 00-1.3.1.5.2 Formula Performance Curves 03 30 00-1.3.1.6 Sheet Curing Material 03 30 00-1.3.1.7 Liquid Curing Compound 03 30 00-1.3.2 Samples 03 30 00-1.3.3 Test Reports 03 30 00-1.3.4 Certifications 03 30 00-1.3.5 Qualifications

03 40 00-1.3.1 Shop Drawings 03 40 00-1.3.2 Design Data 03 40 00-1.3.3 Test Reports 03 40 00-1.3.4 Material Certificates 03 40 00-1.3.6 Compliance Certificates

31 11 00-1.3.1 Permits 31 11 00-1.3.2 Manifests

31 23 19-1.3.1 Dewatering Plan

31 23 23-1.3.1 Earthwork and Backfill Work Plan

31 23 23-1.3.2 Nebraska Department of Roads Application to Occupy Right of Way

31 23 23-1.3.3 Test Reports 31 23 23-1.3.4 Survey

31 25 00-1.3.1 Samples

31 50 00-1.3.1 Shop Drawings for Excavation Support System

31 50 00-1.3.2 Design Calculations for Excavation Support System

31 50 00-1.3.3 Quality Control Measures

10thFBOD.SUBREG Page 3 of 4

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a. b. c. d. e. f. g. h. i. j. k. l. m. n. o. p q. r. s. t. u. v. w. x. y. z. aa.

SUBMITTAL REGISTER CONTRACT NO.

10th Street Site, Source Area Remedial Design, Columbus, Nebraska

TITLE AND LOCATION

CONTRACTOR:

GOVERNMENT ACTIONCONTRACTOR ACTIONTYPE OF SUBMITTAL CLASS CONTRACTOR SCHEDULE DATES

31 50 00-1.3.4 Welder's Qualifications and Weld Procedures

31 50 00-1.3.5 Contractor's and Design Engineer's Qualifications

31 50 00-1.3.6 Design Engineer's Documentation

32 01 17-1.3.1

Product Information for Aggregate Materials, Asphaltic Concrete Mix, and Prime and Tack Coats

32 92 19-1.3.1 Material Certificates of Compliance

33 29 00-1.3.1 Well Decommissioning / Abandonment Records

33 29 10-1.3.1 Decontamination Pad Design 33 29 10-1.3.2 Boring Logs 33 29 10-1.3.3 Well Installation Diagrams 33 29 10-1.3.4 Well Development Diagrams 33 29 10-1.3.5 Field Notebooks 33 29 10-1.3.6 Catalog Data

33 29 10-1.3.7 Grain Size Analysis Test Results

33 29 10-1.3.8 Filter Pack Test Results 33 29 10-1.3.9 Qualifications 33 29 10-1.3.10 Drilling Rig Certificates 33 29 10-1.3.11 Permits and Licenses 33 29 10-1.3.12 Well Registration Permits

46 07 13-1.3.1 Water Treatment Plan

10thFBOD.SUBREG Page 4 of 4

10ST_SEC_01 35 29.docx 01 35 29-1

SECTION 01 35 29

SAFETY, HEALTH, AND EMERGENCY RESPONSE

1.1 SCOPE OF WORK

1.1.1 This Section describes the responsibilities of the Contractor for safety, health, and emergency response. The Contracting Officer’s Representative (COR) and/or Project Officer (PO) requires that work performed under this Section will not result in the following:

1.1.1.1 Injuries to employees or other persons

1.1.1.2 Employee exposures to health hazards above the occupational limits established by the Occupational Health and Safety Administration (OSHA) or the American Conference of Governmental Industrial Hygienists (ACGIH)

1.1.1.3 Exposure of area residents to air contaminants above the levels established for general public exposure by the U. S. Environmental Protection Agency (EPA) or the State of Nebraska Department of Environmental Quality (NDEQ)

1.1.1.4 Significant increases in the levels of contaminants in soil, water, or sediment near the site

1.1.1.5 Violations of OSHA, EPA, or NDEQ regulations

1.1.2 Any disregard for the provision of these health and safety requirements may be deemed just and sufficient cause for termination of the Contract without compensation for such termination.

1.1.3 Maintain a comprehensive health and safety program that addresses lines of authority and responsibility for health and safety, medical monitoring, training and equipment programs, and health and safety recordkeeping. Site-specific requirements are included below:

1.1.3.1 Contractor employees and/or subcontractors working onsite with the Contractor shall be trained as required by the 40-hour OSHA Hazardous Waste Operations and Emergency Response (HAZWOPER) training program.

1.1.3.2 Contractor employees and/or subcontractors working onsite with the Contractor shall be adequately trained to safely perform their assigned tasks in accordance with applicable OSHA regulations.

1.2 RELATED WORK (NOT USED)

1.3 SUBMITTALS

Government approval is required for submittals with a “GA” designation; submittals having an “FIO” designation are for information only. The following shall be submitted in accordance with SECTION 01 33 00 – SUBMITTAL PROCEDURES and the Performance Work Statement.

1.3.1 A statement that the Contractor maintains a safety and health program (S&HP) that addresses the issues described in Paragraph 1.7 below. [FIO]

1.3.2 Name of the Contractor’s Safety and Health Officer (SHO) and certification of SHO’s authority.

[FIO]

10ST_SEC_01 35 29.docx 01 35 29-2

1.3.3 Documentation for completion of the safety and health training requirements listed in Paragraph

1.1.3 for all the Contractor and/or subcontractor personnel who will be working at the site. [FIO]

1.3.4 Site Safety and Health Plan (SSHP) [GA]

The SSHP shall be submitted to the COR and/or the PO within 14 calendar days of the date of the Notice to Proceed and shall be approved by the COR and/or the PO prior to commencement of field activities. The Contractor’s SSHP shall address accident prevention and methods of avoiding physical hazards present at this site. The plan shall address, as a minimum, the following items:

1.3.4.1 Safety organizations

1.3.4.2 Fire prevention and protection

1.3.4.3 Walking and working surfaces

1.3.4.4 Site housekeeping

1.3.4.5 Mechanical equipment inspection

1.3.4.6 Personal decontamination

1.3.4.7 Equipment decontamination

1.3.4.8 Confined space entry

1.3.4.9 Traffic control measures

1.3.4.10 Environmental Monitoring Plan

1.3.4.11 Dust Control Plan

1.3.4.12 Hot work

1.3.4.13 Drum and container handling

1.3.4.14 Sanitation

1.3.4.15 Job hazard analysis identifying potential safety and health hazards for each type of work to be performed

1.3.4.16 Daily safety inspections

1.3.4.17 Accident reporting

1.3.4.18 Emergency numbers and emergency care facility route map

1.3.4.19 Personal protection (including respiratory) programs, if applicable

10ST_SEC_01 35 29.docx 01 35 29-3

1.3.5 Accident/Incident Report [FIO]

An accident/incident report shall be submitted to the COR and/or the PO within 2 working days of any reportable accident or incident. The report shall include the items listed in Paragraph 1.9.2 herein.

1.4 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only. Where reference is made to one of following references, the revision in effect at the time of bid opening shall apply.

American National Standards Institute (ANSI)

ANSI Z87.1 (R1998) Practice for Occupational/Educational Eye and Face Protection

U. S. Code of Federal Regulations (CFR)

29 CFR 1904 Recording and Reporting Occupational Injuries and Illnesses

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

1.5 REGULATORY REQUIREMENTS

1.5.1 The Contractor’s health and safety practices shall follow the standards and guidelines established in the publications listed below. These standards are incorporated in this Section by reference:

1.5.1.1 Safety and Health Standards 29 CFR 1910 (General Industry), U. S. Department of Labor, OSHA (hereafter referred to as 29 CFR 1910)

1.5.1.2 OSHA Safety and Health Standards 29 CFR 1926 (Construction Industry), U. S. Department of Labor, OSHA

1.5.2 This Section implements and amplifies procedures and requirements of the above-referenced regulations and guidelines. These publications define terms and establish procedures discussed in this Section, which incorporates them by reference. Where conflicts arise between the requirements of this Section and the above-listed standards and guidelines, the most restrictive requirement shall apply.

1.6 ACCEPTANCE AND MODIFICATIONS TO THE SSHP

Prior to submittal, the SSHP shall be signed and dated by the SHO. The SSHP shall be submitted for review within 14 calendar days of the date of Notice to Proceed. Onsite work shall not begin until the plan has been accepted. A copy of the written SSHP shall be maintained onsite. As work proceeds, the SSHP shall be adapted to new situations and new conditions. Changes and modifications to the accepted SSHP shall be made with the knowledge and concurrence of the SHO and the COR and/or the PO. Should any unforeseen hazard become evident during the performance of the work, the Site Health and Safety Officer (SHSO) shall bring such hazard to the attention of the SHO and the COR and/or the PO, both verbally and in writing, for resolution as soon as possible. In the interim, necessary action shall be taken to re-establish and maintain safe working conditions in order to safeguard onsite personnel, visitors, the public, and the environment.

Disregard for the provisions of this specification or the accepted SSHP shall be cause for stopping of work until the matter has been rectified.

10ST_SEC_01 35 29.docx 01 35 29-4

1.7 CONTRACTOR’S PERSONNEL

1.7.1 All the Contractor’s personnel working onsite shall be 40-hour OSHA HAZWOPER trained with proof of refresher courses as required.

1.7.2 The Contractor shall assign persons to fill each of the following roles. An individual can fill as many roles for which he or she is qualified.

1.7.2.1 Safety and Health Officer (SHO)- The Contractor shall designate an employee or company principal as its SHO. This SHO must have the authority to command sufficient resources to safely perform the work. The SHO shall not be the Site Manager. The COR and/or the PO will direct health and safety correspondence to this SHO.

1.7.2.2 The Contractor shall designate an SHSO for this project. Day-to-day safety support, including training and site safety inspections, shall be provided by the SHSO. The SHSO shall have the authority to stop onsite operations when conditions threaten the health or safety of employees. The SHSO shall remain onsite during all project operations.

1.7.2.3 The SHSO shall have a sound working knowledge of occupational safety and health regulations, experience in the type of work described in this Section, and training in relevant practices and techniques.

1.8 TRAINING

1.8.1 The Contractor shall provide appropriate training to each onsite employee or subcontractor that could be exposed to hazards. Employees shall not participate in field activities until they have been trained to a level required by their job function and responsibility.

1.8.2 At least one person who has been trained and certified in first aid and CPR by the American Red Cross or an equivalent organization shall be present onsite during all project operations.

1.8.3 The Contractor shall provide a site-specific training session for personnel scheduled to work onsite. This training shall include a health and safety briefing on the following information:

1.8.3.1 Names of personnel and alternates responsible for site safety and health

1.8.3.2 Hazards the Contractor expects at the site

1.8.3.3 Work practices by which the employee can minimize risks from hazards

1.8.3.4 Confined spaces that have been identified onsite

1.8.3.5 Procedures needed for any confined space entries that may be part of the project

1.8.4 The Contractor shall develop a training sequence to inform visitors of the hazards associated with the site and to explain emergency procedures.

1.9 ACCIDENT/INCIDENT REPORTS

1.9.1 If an accident, an explosion or fire, or a release of toxic materials occurs during the course of the project, the Contractor shall notify the COR and/or the PO by telephone as soon as possible after emergency response agencies have been notified. The Contractor shall send the COR and/or the PO written notification within 24 hours.

10ST_SEC_01 35 29.docx 01 35 29-5

1.9.2 Within 2 working days of any reportable accident or incident, the Contractor shall complete and submit to the COR and/or the PO an accident report addressing the following items:

1.9.2.1 Name, organization, telephone number, and location of the Contractor

1.9.2.2 Name and title of the person(s) reporting

1.9.2.3 Date and time of the accident/incident

1.9.2.4 Location of the accident/incident, i.e., site location, facility name

1.9.2.5 Brief summary of the accident/incident giving pertinent details including the operation ongoing at the time of the incident

1.9.2.6 Cause of the incident, if known

1.9.2.7 Casualties (fatalities, disabling injuries)

1.9.2.8 Details of any existing chemical hazard or contamination

1.9.2.9 Estimated property damage, if applicable

1.9.2.10 Nature of damage, effect on contract schedule

1.9.2.11 Action taken by the Contractor to ensure safety and security

1.9.2.12 Other damage or injuries sustained, public or private

1.9.3 Reporting and recording of accidents/incidents shall conform to 29 CFR 1904.

1.10 SITE-SPECIFIC EQUIPMENT PRACTICES

1.10.1 The Contractor shall assign personnel to an area or a task for which a respirator might be required only if they have passed a fit test with the make, model, and size of respirator in use. Respirators shall not be interchanged between workers without cleaning and sanitizing.

1.10.2 Prescription eyeglasses worn onsite must meet ANSI Z87.1. Provide prescription lens inserts for employees who need to wear full-face respirators.

1.11 STANDARD SAFETY OPERATING PROCEDURES

1.11.1 The Contractor shall maintain a set of standard safety operating procedures to be implemented for this project. Personnel shall observe contamination control rules while onsite. Eating, drinking, smoking, chewing gum or tobacco, and other practices that increase the probability of hand-to-mouth transfer and ingestion of material is prohibited in any contaminated area. Hands and face shall be thoroughly washed upon leaving the work area and before eating, drinking, or other activities.

1.11.2 Electrical installations and appliances used shall meet applicable National Electrical Code standards. All electrical devices utilized by the Contractor or his subcontractors on this project shall be grounded or equipped with and utilize ground fault circuit interrupter (GFCI) protected outlets or extension cord sets. Electrical devices used in spaces that may contain flammable vapors shall be explosion proof.

1.11.3 This project may involve entry into confined spaces. A permit-required confined space is an enclosed space, which:

10ST_SEC_01 35 29.docx 01 35 29-6

1.11.3.1 Is large enough and configured such that an employee can bodily enter and perform assigned work.

1.11.3.2 Has limited or restricted means of entry or exit.

1.11.3.3 Is not designed for continuous employee occupancy.

1.11.3.4 Has one or more of the following characteristics:

Contains or has a known potential to contain a hazardous atmosphere

Contains a material that can engulf an entrant

Has a configuration that could trap or asphyxiate an entrant

Contains any other recognized serious safety or health hazard

1.11.3.5 Excavations over 4 feet deep shall be considered confined space.

1.11.4 Hot work shall include welding, cutting, grinding, or other similar operations that could be expected to potentially generate combustion-producing temperatures or sparks, or which could produce potentially hazardous fumes or vapors. The SSHP shall include a Standard Operating Procedure (SOP) for hot work and an example hot work permit.

1.12 EMERGENCY PREPAREDNESS

1.12.1 The Contractor’s plan for onsite and offsite emergencies shall address, at a minimum: the method by which personnel will communicate in the event of an emergency, communications with the field office that are outside vocal range that normally occur by radio, and communications between the Contractor and other organizations that normally occur over the telephone. The Contractor shall keep a list of emergency telephone numbers onsite.

1.12.2 The Contractor shall provide appropriate emergency equipment, including an industrial-type first aid kit that is approved by its consulting physician for injuries and illnesses that may occur onsite. A minimum of one 20-pound ABC-rated fire extinguisher shall be maintained onsite at each active work area.

1.12.3 All site support vehicles shall be equipped with route maps providing directions to the nearest medical treatment facility. All drivers of the support vehicles shall become familiar with the emergency route and the travel time required at the beginning of project operations.

1.13 WORK ZONES

Initial anticipated limits of excavation are shown on the Contract Drawings. Using this guidance, work zone boundaries and access points shall be established at each excavation area. As work progresses and field conditions are monitored, work zone boundaries may be modified with approval of the COR and/or the PO.

Work zones shall be clearly identified and marked in the field with temporary construction fencing. Work zones shall consist of the following:

1.13.1 Exclusion Zone (EZ): The EZ is the area where hazardous contamination is either known or expected to occur and the greatest potential for exposure exists. Entry into this area shall be controlled, and exit may only be made through the contamination reduction zone (CRZ).

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1.13.2 Contamination Reduction Zone (CRZ): The CRZ is the transition area between the EZ and the support zone (SZ).

1.13.3 Support Zone (SZ): The SZ is defined as areas of the site, other than EZs and CRZs, where workers do not have the potential to be exposed to hazardous substances or dangerous conditions resulting from hazardous waste operations. The SZ shall be secured against active or passive contamination. Site offices, parking areas, and other support facilities shall be located in the SZ.

1.14 TRAFFIC CONTROL

Traffic control measures shall include provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment and the work, and the erection and maintenance of adequate warning, danger, and direction signs as required by SECTION 01 55 26 – TRAFFIC…