02. Specification vglz 212027.pdf

SELFRIDGE ANGB, MICHIGAN

Section 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES – Horizontal MATOC Supplement

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections. Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to the Pre-construction Conference:

Certificates of insurance

Surety bonds

List of equipment to be used on the airfield, including dimensions of the equipment

List of proposed Subcontractors

List of proposed products

Construction progress schedule

Submittal register

Schedule of prices

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Section 01 33 00 Page 2

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor, the purpose of which is to further quality

Section 01 33 00 Page 3 of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, hazards and safety precautions.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment.

This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract.

For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.1.2 Approving Authority

Office or designated person authorized to approve submittal.

1.1.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor QC approval.

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G

1.3 PREPARATION

Section 01 33 00 Page 4

1.3.1 Transmittal Form

1.4 VARIATIONS

Variations from contract requirements require both Designer of Record (DOR) and Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.4.1 Considering Variations

Discussion with Contracting Officer prior to submission, after consulting with the DOR, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.4.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

1.4.3 Warranting That Variations Are Compatible

When delivering a variation for approval, Contractor, including its Designer(s) of Record, warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.4.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 10 working days will be allowed for consideration by the Government of submittals with variations.

1.5 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and (i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required.

Column (c): Lists specification section in which submittal is required.

Section 01 33 00 Page 5

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

1.5.1 Use of Submittal Register

Submit submittal register. Submit with QC plan and project schedule.

Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.5.2 Contractor Use of Submittal Register

Update the following fields with each submittal throughout contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.5.3 Approving Authority Use of Submittal Register

Update the following fields.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.

Column (q) List date returned to Contractor.

Section 01 33 00 Page 6

1.5.4 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

1.6 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential resubmittal of requirements.

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.

d. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

1.7 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

b. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

c. Identify returned submittals with one of the actions defined in paragraph entitled, "Review Notations," of this section and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date approved submittals. One (1) copy of the approved submittal will be retained by the Contracting Officer and one (1) copy of the submittal will be returned to the Contractor.

1.8 DISAPPROVED OR REJECTED SUBMITTALS

Contractor shall make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or

Section 01 33 00 Page 7 specifications; notice as required under the clause entitled, "Changes," is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work.

Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, the Contractor shall make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.9 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for.

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

1.10 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, the Contractor to assure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved will also be returned to the Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material. Government reserves the right to disapprove any material or equipment which previously has proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals.

Contractor to replace such materials or equipment to meet contract requirements.

Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of his responsibilities under the contract.

PART 2 PRODUCTS

Section 01 33 00 Page 8

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PART 3 EXECUTION

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02 61 00 1 REMOVAL AND DISPOSAL OF

CONTAMINATED SOIL

SECTION 02 61 00 - REMOVAL AND DISPOSAL OF CONTAMINATED MEDIA

PART 1 - GENERAL

1.1 SUMMARY

A. This section describes the Work involved in removal, handling, testing, and disposal of hazardous and nonhazardous soil, debris, excavated waste, and wastewater if such material is encountered or generated during performance of the Work.

1.2 REFERENCES

A. The following is a list of standards which may be referenced in this section:

1. U.S. Code of Federal Regulations (CFR):

a. Environmental Protection Agency (EPA), Title 40, Identification and Listing of Hazardous Waste:

1) Part 261.21, Characteristics of Ignitability.

2) Part 261.22, Characteristics of Corrosivity.

3) Part 261.23, Characteristics of Reactivity.

b. Occupational Safety and Health Administration (OSHA), Title 29, Occupational Safety and Health Standards: Part 1910.120, Hazardous Waste Operations and Emergency Response.

2. Section 201120c of Part 201, Environmental Remediation, of the Natural Resources and Environmental Protection Act, 1994 PA 451, as amended (Act 451).

3. Resources Conservation and Recovery Act (RCRA).

4. Toxic Substances Control Act (TSCA).

1.3 DEFINITIONS

A. Excavated Waste: Buried solid waste, refuse, demolition waste, construction waste, and special waste, and Site soils. Excavated waste does not include demolition debris, solid waste, refuse, construction waste, or special waste created by Contractor incidental to the Work.

B. Free Product: Free-standing petroleum or chemical liquid product present in excavation or floating on water in excavation.

C. Hazardous Soil and Debris: Material which qualifies as a hazardous or toxic waste as defined by the Resources Conservation and Recovery Act (RCRA) or the Toxic Substances Control Act

(TSCA).

02 61 00 2 REMOVAL AND DISPOSAL OF

D. Nonhazardous Soil and Debris: Material which does not qualify as a hazardous or toxic waste as defined by RCRA or TSCA and includes excavated waste as defined above.

E. Wastewater: Water produced by Contractor’s operation, including groundwater removed from the Site, stormwater entering excavation pits despite controls, washdown water, used decontamination water, and other water that requires handling by Contractor to accomplish the Work. Wastewater may be hazardous or nonhazardous and shall require special handling and testing.

F. Media: Waste materials generated by contractor during construction activities.

G. Site or Environmental Restoration Sites (ERP) Site:

H. Sites are areas of concern (AOCs) within the project area that have known soil and/or groundwater contamination. They will be identified for each Delivery Order Requirement.

1.4 SUBMITTALS

A. Informational Submittals:

1. Prior to commencement of the Work submit the following:

a. Permits and certification for soil, debris, and waste haulers.

b. Permits, certification, and acceptance requirements for proposed soil, debris, and wastewater disposal or treatment facilities.

c. Qualifications:

1) Contractor and Subcontractor documentation of experience.

2) Contractor’s Personnel: Documentation personnel proposed for Work with contaminated materials have been 40-hour trained in accordance with

29 CFR 1910.120.

3) Contractor’s Consultant: Documentation of experience and registration.

4) Waste Transporter: Documentation of licensing and equipment capabilities.

5) Offsite Disposal and Treatment Facilities: Documentation of licensing, disposal requirements, and acceptance of the waste.

d. Submit Soil and Debris Analytical and Physical Characterization Testing Plan within 1 week after Notice to Proceed.

e. Inspection reports, including photographs, and other items requested by Contracting Officer.

f. Excavation and Water Control Plan demonstrating controls for migration of water into active excavation areas.

g. Site-specific Health and Safety Plan:

1) In accordance with 29 CFR 1910.120 and this specification.

2) Include Contractor-proposed monitoring, personnel protective gear, worker training and certifications, and emergency procedures.

3) State criteria or measures when air monitoring and work by HAZWOPER-trained personnel are no longer necessary.

02 61 00 3 REMOVAL AND DISPOSAL OF

h. Emergency Response Plan: Details how to handle an emergency during execution of the Work (for example, encountering drums with unknown contents;

encountering pockets of hazardous atmospheres; response to spills caused by excavation of materials by Contractor or Contractor’s equipment; response to fire or injured personnel).

2. During excavation and removal activities submit the following:

a. Daily job progress log detailing information on the review of progress with respect to previously established milestones and schedules, major problems, corrective actions, injury reports, equipment breakdown, and sampling results.

b. Weekly excavation plans.

c. Copies of manifests or bills of lading, and waste disposal or treatment facility receipts, including weight or volume tickets, for waste materials, solid or liquid, removed from Site and transported to disposal facilities.

1.5 QUALITY ASSURANCE

A. Qualifications:

1. Contractor Qualifications: Conform to the following qualifications:

a. Work with contaminated materials must be performed by Contractor personnel formally trained in procedures for contaminated soil and water removal (e.g., HAZWOPER training), having maintained full-time office and with proven history of successfully executing similar projects for a minimum of 3 years.

b. Work must be accomplished by Contractor with proper equipment and personnel experienced in similar work.

c. Contractor personnel shall be 40-hour trained in accordance with

29 CFR 1910.120.

2. Contractor’s Consultant, Licensed in the State of Michigan: Shall have minimum of 3 years’ experience in planning, sampling, and performing quality control in remediation of contaminated sites.

3. Waste Transporter: Licensed waste haulers with trucks equipped with containment and cover systems to transport solid and liquid waste materials on public streets and roads without spillage.

4. Offsite Disposal and Treatment Facilities: Shall be licensed Disposal and/or Treatment facilities to accept the various waste types and quantities to be generated during the Work.

B. Codes and Regulations:

1. Comply with all federal, state, and local regulations in handling, testing, transporting, and disposing materials and in performing the Work.

2. Prior to commencing removal operations, obtain applicable local, state, and federal permits and licenses that directly impact Contractor’s ability to perform the Work.

1.6 SITE SPECIFIC HEALTH AND SAFETY PLAN

02 61 00 4 REMOVAL AND DISPOSAL OF

A. The Contractor is responsible for developing site specific health and safety plans addressing personnel exposures that could be encountered during demolition activities in compliance with all OSHA/MIOSHA regulations on these sites. The health and safety plan will need to address any controls to be implemented by the Contractor to prevent exposures to base personnel during the demolition activities.

B. The Contractor will be required to notify base personnel and/or subcontractors working onsite of the health and safety plan. All personnel onsite including Government personnel shall receive a briefing on the health and safety plan prior to entering construction areas where contaminated soils are present. Documentation of such briefings will need to be maintained by the Contractor and provided to the Government at the end of the Contract.

C. Where levels of contamination in work activities could result in potential exposure above action levels, exclusion zone will be set up by the Contractor to prevent any nonqualified personnel from entering the area.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Plastic Sheeting:

1. Nylon-reinforced polyethylene sheeting, opaque/frosted.

2. Thickness: Minimum 10 mils.

B. Tape and Glue: Capable of sealing joints of adjacent sheets of plastic and capable of adhering under wet conditions.

C. Ballast: Sandbags or other ballast materials of sufficient weight and quantity to maintain polyethylene sheeting securely in place.

PART 3 - EXECUTION

3.1 GENERAL

A. Contractor shall be responsible for the following:

1. Providing means, methods, and equipment necessary for sampling, excavating, collecting, handling, processing, loading, and disposing of hazardous and nonhazardous soil, debris, excavated waste, and wastewater generated as part of the Work.

2. Selecting, providing, and coordinating with qualified transporters, disposal facilities, and treatment facilities for transporting, disposing, and documenting hazardous and nonhazardous waste transportation and disposal in accordance with this Specification.

3. Complying with federal, state, and local requirements for transporting solid and liquid materials from Site through applicable jurisdictions, and be responsible for associated fines, penalties, and other costs for noncompliance.

02 61 00 5 REMOVAL AND DISPOSAL OF

4. Obtaining and submitting acceptance letters and receipts for materials disposed at each facility.

5. Including provisions in its construction sequence and schedule for sampling, analysis, and review of sampling results.

6. Coordinating work methods with Contracting for all actions pertaining to handling, storage, characterization, sampling, transportation, and disposal of all waste media out of the Site.

10 Working days shall be provided for review of proposed methods, which must be approved through the Contracting Officer prior to initiating field activities.

B. Excavation and Water Control Plan:

1. Plan shall include, but not be limited to, the following:

a. Means and sequencing of excavation.

b. Proposed locations, layout, and controls for materials stockpile areas.

c. Numbers and types of proposed equipment.

d. Methods of handling, segregating, and stockpiling excavated materials.

e. Methods of controlling water and sediment in excavation and proposed stockpile areas.

f. Proposed locations, types, and capacities of temporary water storage facilities, if required.

g. Sheeting, shoring, and bracing, as required.

h. Disposal of Groundwater Dewatered from the Site: Disposal shall require special handling procedures. Contractor shall be responsible for containerizing, testing, characterizing, and disposing of groundwater from the Site.

C. Soil and Debris Analytical and Physical Characterization Testing Plan:

1. Plan shall include, but not be limited to, the following:

a. Plan view showing proposed sample locations, depths, and number of samples for characterization and disposal facility acceptance testing, and for confirmatory testing, if required.

b. Sampling and analysis of areas found to contain hazardous materials. Results shall be used to determine if material should be handled and disposed of as hazardous and to define extent of this material.

c. Detail sampling and characterization of other materials excavated from Site.

d. Testing requirements shall include chemical and physical analyses necessary to assess at a minimum the contaminants of concern as listed in the referenced Investigative Reports.

e. Sampling plan shall characterize the materials, and conform to treatment and disposal facility acceptance requirements, if any.

f. Proposed testing laboratory, analyses required, and testing methods.

D. Provide qualified Licensed Site Professional to oversee and supervise sampling, excavation, and waste handling operations at Site and to coordinate with proposed disposal and treatment facilities.

02 61 00 6 REMOVAL AND DISPOSAL OF

3.2 WASTE CHARACTERIZATION SAMPLING AND ANALYSIS

A. Prior to commencing waste removal from Site, perform onsite sampling and laboratory testing to screen Site for potential hazardous waste and to conform to acceptance criteria of proposed disposal or treatment facilities. Sampling and testing shall be done in accordance with approved Soil and Debris Analytical and Physical Characterization Testing Plan.

B. Allow a minimum of 4 weeks in schedule for testing and review by disposal facility and Contracting Officer.

C. At a minimum, test for contaminants of concern listed in the referenced Site Investigative Reports.

3.3 WASTE EXCAVATION AND DEWATERING

A. Hazardous soil, wastewater, and debris may be encountered during excavation for facilities at Site. Material shall be removed, handled, and disposed in accordance with all state requirements for media relocation during work activities under Section 201120c of Part 201, Environmental Remediation, of the Natural Resources and Environmental Protection Act, 1994 PA 451, as amended (Act 451), and other applicable state and federal regulations if contaminated media will be relocated to or from these AOCs.

B. Perform excavation in accordance with requirements of Section 31 20 00, Earthwork, unless otherwise specified in this section and approved Excavation and Water Control Plan.

C. Water control shall be provided in accordance with the approved Excavation and Water Control Plan.

D. Conduct Work in excavated area in accordance with Contractor’s Site-specific safety plan.

E. Excavate methodically and submit weekly excavation plans no later than Thursday of the week preceding the Work.

F. Excavations shall proceed in lifts no greater than 1 foot thick. At Contracting Officer’s request, excavate test pits no greater than 4 feet deep in advance of the excavation for the purpose of sampling and delineating material to be excavated.

G. Immediately stop excavation and notify Contracting Officer upon encountering material unanticipated or outside scope of this Specification. This may include, but is not limited to, free product, tanks, ACM, or solid material other than excavated waste.

H. Over-excavation:

1. Excavate only the amount of soil required to construct the Work shown on Drawings.

2. Over-excavation of additional contaminate soil/debris, solid waste, or soil beyond amount required for construction of foundation and subgrade preparation shall not be performed without written authorization by Contracting Officer.

3. Over-excavation of contaminate soil/debris, solid waste, or soil that is not authorized by Contracting Officer shall be disposed and replaced at Contractor’s own expense.

02 61 00 7 REMOVAL AND DISPOSAL OF

4. Excess dewatering of groundwater to include contaminated groundwater that is not authorized by the Contracting Officer shall be disposed at Contractor’s own expense.

3.4 FREE PRODUCT REMOVAL

A. In the event that free product is encountered in the excavation:

1. Immediately notify Contracting Officer to determine appropriate sampling, removal, and disposal requirements.

2. Remove product in a manner that minimizes the spread of contamination into previously uncontaminated zones by using a containment recovery and storage system to contain and remove product.

3. Provide onsite storage suitable for recovered material. Media contaminated with free product shall be containerize and/or stockpiled in a manner to prevent off site migration of contamination from occurring.

4. Material shall remain onsite until Contractor completes a characterization analysis.

5. Material shall not be transported to a disposal facility until analysis is complete and waste profiles have been approved by the Contracting Officer

3.5 WASTE HANDLING AND DISPOSAL

A. To the extent possible, schedule and coordinate Work such that excavated waste and wastewater can be loaded and removed from Site with minimal handling or storage requirements.

B. Contractor selected Disposal facilites for contaminated media shall be a licensed to received waste generated.

C. Where temporary storage or stockpiling is necessary, provide and maintain adequate containment and environmental controls, including but not limited to containers, dikes, plastic linings, plastic covers, erosion and sediment controls, and other measures of sufficient capacity to store materials without unauthorized release of contaminants into ground, air, or surface water.

D. Site soils shall either be containerized or shall be stored on top of plastic sheeting on an impervious surface and covered with plastic sheeting.

E. Contaminated wastewater that is generated from excavations within the Site shall be containerized, characterized, and disposed of in accordance with means and methods selected by the Contractor and approved by the Contracting Officer. All costs and labor associated with containerization, characterization, and disposal along with any necessary permits shall be the responsibility of the contractor.

F. Provide labor, equipment, and materials to stabilize or process waste materials as necessary to meet minimum requirements for offsite transport and disposal.

02 61 00 8 REMOVAL AND DISPOSAL OF

G. All excess soil for areas outside the Site can be relocated on the installation to areas approved by the Government.

1. If soil relocation areas are not already included and identified on the soil erosion control plan for this project, modifications to the soil erosion control plan will need to be made and coordinated for approval with the Macomb County Soil Erosion office by the Contractor following approval from the Government.

2. If any excess soils for areas outside the Site will be taken off the installation, those soils must be disposed of in a licensed Type II disposal facility and meet the same requirements as if the soils were coming from the Site as specified above, with the exception of the special stockpiling provisions specified above.

H. Transportation:

1. Provide sealed or lined vehicles and other measures necessary to prevent spillage or tracking of waste materials, mud, wastewater, or other debris on local streets or roads.

2. Inspect and document vehicles and containers for proper operation and covering.

3. Inspect vehicles and containers for proper markings, manifests, and other requirements for waste shipment.

4. Perform and document decontamination procedures prior to leaving Site and again before leaving disposal or treatment facility.

I. Obtain and submit receipts of confirmation from disposal or treatment facilities that solid and liquid wastes were accepted for disposal or treatment, including weight tickets or other confirmation of quantities received.

3.6 EQUIPMENT DECONTAMINATION

A. Decontaminate equipment that has come into contact with hazardous soil or debris, solid waste, or impacted water by methods approved by the Contracting Officer.

B. Wastewater and sediment generated by decontamination activities shall be contained and treated or disposed of in accordance with provisions stated in this section.

END OF SECTION 02 61 00

03 30 00 1 CAST-IN-PLACE CONCRETE

SECTION 03 30 00 - CAST-IN-PLACE CONCRETE

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes cast-in-place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes, for the following:

1. Footings.

2. Foundation walls.

3. Slabs-on-grade.

4. Suspended slabs.

5. Concrete toppings.

1.3 DEFINITIONS

A. Cementitious Materials: Portland cement alone or in combination with one or more of the following:

1. Fly ash and other pozzolans and ground granulated blast-furnace slag; subject to compliance with requirements.

1.4 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Submittals:

1. LEED Building Submittal Requirements:

a. Refer to Section 01 81 13, Sustainable Design Requirements, for information regarding LEED submission requirements.

b. The Contractor and/or Subcontractor shall submit the following costs for all Work associated with this Contract:

1) Labor costs.

2) Construction equipment cost.

3) Material cost.

4) Total construction cost (labor cost plus equipment cost plus material cost).

03 30 00 2 CAST-IN-PLACE CONCRETE

c. The Contractor shall submit the following information for each material type and accessory used:

1) The percentage of post-consumer recycled content in the concrete product by weight and the percentage of post-industrial recycled content in the concrete product by weight. The two recycled content figures must be stated individually.

2) The percentage of post-consumer recycled content in steel reinforcing product by weight and the percentage of post-industrial recycled content in the steel reinforcing by weight. The two recycled content figures must be stated individually.

3) Manufacturing location.

4) A letter of certification from the product manufacturer on the manufacturer’s letterhead verifying information submitted. The letter must indicate the following:

a) Project name.

b) LEED Credits Under Consideration:

Materials and Resources Credit 4.1: Recycled content.

Materials and Resources Credit 4.2: Recycled content.

Materials and Resources Credit 5.1: Local/regional material.

Materials and Resources Credit 5.2: Local/regional material.

5) Product Data and Cut Sheets: Data and cut sheets shall be submitted for each different concrete product, accessory, and other manufactured product specified. Product data and cut sheets shall be marked with the Contractor’s stamp as confirmation that the submitted products are the products installed on the project.

d. LEED Building submittal information shall be assembled into one packager per Section 01 81 13, Sustainable Design Requirements.

e. The Contracting Officer reserves the right to reject products and assemblies on the basis of incomplete or inaccurate LEED Building submittals.

C. Design Mixtures: For each concrete mixture. Submit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments.

D. Steel Reinforcement Shop Drawings: Placing drawings that detail fabrication, bending, and placement. Include bar sizes, lengths, material, grade, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, splices and laps, mechanical connections, tie spacing, hoop spacing, and supports for concrete reinforcement.

E. Construction Joint Layout: Indicate proposed construction joints required to construct the structure.

1. Location of construction joints is subject to approval of the Contracting Officer.

F. Qualification Data: For Installer, manufacturer, testing agency.

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G. Material Certificates: For each of the following, signed by manufacturers:

1. Cementitious materials.

2. Admixtures.

3. Form-release agents.

4. Steel reinforcement and accessories.

5. Waterstops.

6. Curing compounds.

7. Floor and slab treatments.

8. Bonding agents.

9. Adhesives.

10. Vapor retarders.

11. Semirigid joint filler.

12. Joint-filler strips.

13. Repair materials.

H. Material Test Reports: For the following, from a qualified testing agency, indicating compliance with requirements:

1. Aggregates. Include service record data indicating absence of deleterious expansion of concrete due to alkali aggregate reactivity.

I. Floor surface flatness and levelness measurements indicating compliance with specified tolerances.

J. Field quality-control reports.

K. Minutes of preinstallation conference.

1.5 QUALITY ASSURANCE

A. Installer Qualifications: A qualified installer who employs on Project personnel qualified as ACI-certified Flatwork Technician and Finisher and a supervisor who is an ACI-certified Concrete Flatwork Technician.

B. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment.

1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities."

C. Testing Agency Qualifications: An independent agency, acceptable to authorities having jurisdiction, qualified according to ASTM C 1077 and ASTM E 329 for testing indicated.

1. Personnel conducting field tests shall be qualified as ACI Concrete Field Testing Technician, Grade 1, according to ACI CP-1 or an equivalent certification program.

2. Personnel performing laboratory tests shall be ACI-certified Concrete Strength Testing Technician and Concrete Laboratory Testing Technician - Grade I. Testing Agency

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laboratory supervisor shall be an ACI-certified Concrete Laboratory Testing Technician - Grade II.

D. Source Limitations: Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant, obtain aggregate from single source, and obtain admixtures from single source from single manufacturer.

E. ACI Publications: Comply with the following unless modified by requirements in the Contract Documents:

1. ACI 301, "Specifications for Structural Concrete," Sections 1 through 5.

2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials."

F. Concrete Testing Service: Engage a qualified independent testing agency to perform material evaluation tests and to design concrete mixtures.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent bending and damage.

B. Waterstops: Store waterstops under cover to protect from moisture, sunlight, dirt, oil, and other contaminants.

PART 2 - PRODUCTS

2.1 FORM-FACING MATERIALS

A. Smooth-Formed Finished Concrete: Form-facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.

1. Plywood, metal, or other approved panel materials.

B. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch (19 by 19 mm), minimum.

C. Rustication Strips: Wood, metal, PVC, or rubber strips, kerfed for ease of form removal.

D. Form-Release Agent: Commercially formulated form-release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces.

1. Formulate form-release agent with rust inhibitor for steel form-facing materials.

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E. Form Ties: Factory-fabricated, removable or snap-off metal or glass-fiber-reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal.

1. Furnish units that will leave no corrodible metal closer than 1 inch (25 mm) to the plane of exposed concrete surface.

2. Furnish ties that, when removed, will leave holes no larger than 1 inch (25 mm) in diameter in concrete surface.

3. Furnish ties with integral water-barrier plates to walls indicated to receive dampproofing or waterproofing.

2.2 STEEL REINFORCEMENT

A. Recycled Content of Steel Products: Provide products with an average recycled content of steel products so postconsumer recycled content plus one-half of preconsumer recycled content is not less than 60 percent.

B. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed.

C. Low-Alloy-Steel Reinforcing Bars: ASTM A 706/A 706M, deformed.

D. Plain-Steel Welded Wire Reinforcement: ASTM A 185/A 185M, plain, fabricated from as-drawn steel wire into flat sheets.

2.3 REINFORCEMENT ACCESSORIES

A. Joint Dowel Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), plain-steel bars, cut true to length with ends square and free of burrs.

B. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice," of greater compressive strength than concrete and as follows:

1. For concrete surfaces exposed to view where legs of wire bar supports contact forms, use CRSI Class 1 plastic-protected steel wire or CRSI Class 2 stainless-steel bar supports.

C. Mechanical Reinforcing Splices: The mechanical bar splice shall meet ACI 318 requirements for a Type 2 splice.

2.4 CONCRETE MATERIALS

A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source, throughout Project:

1. Portland Cement: ASTM C 150, Type II. Supplement with the following:

a. Fly Ash: ASTM C 618, Class F.

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b. Ground Granulated Blast-Furnace Slag: ASTM C 989, Grade 100 or 120.

B. Normal-Weight Aggregates: ASTM C 33, Class 3S coarse aggregate or better, graded. Provide aggregates from a single source with documented service record data of at least 10 years' satisfactory service in similar applications and service conditions using similar aggregates and cementitious materials.

1. Maximum Coarse-Aggregate Size: See “Concrete Mixtures for Building Elements” Article for limitations on coarse aggregate size.

2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

C. Water: ASTM C 94/C 94M and potable.

2.5 ADMIXTURES

A. Air-Entraining Admixture: ASTM C 260.

B. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride.

1. Water-Reducing Admixture: ASTM C 494/C 494M, Type A.

2. Retarding Admixture: ASTM C 494/C 494M, Type B.

3. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F.

2.6 WATERSTOPS

A. Self-Expanding Rubber Strip Waterstops: Manufactured rectangular or trapezoidal strip, bentonite-free hydrophilic polymer modified chloroprene rubber, for adhesive bonding to concrete, 3/8 by 3/4 inch (10 by 19 mm).

1. Products:

a. Adeka Ultra Seal/OCM, Inc.; Adeka Ultra Seal.

b. Greenstreak; Hydrotite.

c. Vinylex Corp.; Swellseal.

d. Or approved equal.

2.7 VAPOR RETARDERS

A. Sheet Vapor Retarder: Vapor retarder shall not be less than 10 mils thick and shall meet the minimum requirements of ASTM E 1745, Class A. Include manufacturer's recommended adhesive or pressure-sensitive tape.

1. Products:

a. Fortifiber Building Systems Group; Moistop Ultra.

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b. Grace Construction Products, W. R. Grace & Co.; Florprufe 120.

c. Insulation Solutions, Inc.; Viper VaporCheck.

d. Meadows, W. R., Inc.; Perminator.

e. Raven Industries Inc.; Vapor Block.

f. Reef Industries, Inc.; Griffolyn.

g. Stego Industries, LLC; Stego Wrap.

h. Or approved equal.

2.8 LIQUID FLOOR TREATMENTS

A. Penetrating Liquid Floor Treatment: Clear, chemically reactive, waterborne solution of inorganic silicate or siliconate materials and proprietary components; odorless; that penetrates, hardens, and densifies concrete surfaces.

1. Products:

a. Dayton Superior Corporation; Day-Chem Sure Hard (J-17).

b. Euclid Chemical Company (The), an RPM company; Euco Diamond Hard.

c. L&M Construction Chemicals, Inc.; Seal Hard.

d. Meadows, W. R., Inc.; LIQUI-HARD.

e. Or approved equal.

2.9 CURING MATERIALS

A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete.

1. Products:

a. BASF Construction Chemicals - Building Systems; Confilm.

b. Conspec by Dayton Superior; Aquafilm.

c. L&M Construction Chemicals, Inc.; E-CON.

d. Meadows, W. R., Inc.; EVAPRE.

e. Sika Corporation; SikaFilm.

f. Or approved equal.

B. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. (305 g/sq. m) when dry.

C. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet.

D. Water: Potable.

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E. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating.

1. Products:

a. BASF Construction Chemicals - Building Systems; Kure 200.

b. Conspec by Dayton Superior; W.B. Resin Cure.

c. Euclid Chemical Company (The), an RPM company; Kurez W VOX;

TAMMSCURE WB 30C.

d. L&M Construction Chemicals, Inc.; L&M Cure R.

e. Meadows, W. R., Inc.; 1100-CLEAR.

f. Or approved equal.

2.10 RELATED MATERIALS

A. Expansion- and Isolation-Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber.

B. Semirigid Joint Filler: Two-component, semirigid, 100 percent solids, epoxy resin with a Type A shore durometer hardness of 80 per ASTM D 2240.

C. Bonding Agent: ASTM C 1059/C 1059M, Type II, non-redispersible, acrylic emulsion or styrene butadiene.

2.11 REPAIR MATERIALS

A. Repair Underlayment: Cement-based, polymer-modified, self-leveling product that can be applied in thicknesses from 1/8 inch (3.2 mm) and that can be feathered at edges to match adjacent floor elevations.

1. Cement Binder: ASTM C 150, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C 219.

2. Primer: Product of underlayment manufacturer recommended for substrate, conditions, and application.

3. Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch (3.2 to 6 mm) or coarse sand as recommended by underlayment manufacturer.

4. Compressive Strength: Not less than 4100 psi (29 MPa) at 28 days when tested according to ASTM C 109/C 109M.

B. Repair Overlayment: Cement-based, polymer-modified, self-leveling product that can be applied in thicknesses from 1/4 inch (6.4 mm) and that can be filled in over a scarified surface to match adjacent floor elevations.

1. Cement Binder: ASTM C 150, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C 219.

2. Primer: Product of topping manufacturer recommended for substrate, conditions, and application.

3. Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch (3.2 to 6 mm) or coarse sand as recommended by topping manufacturer.

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4. Compressive Strength: Not less than 5000 psi (34.5 MPa) at 28 days when tested according to ASTM C 109/C 109M.

2.12 CONCRETE MIXTURES, GENERAL

A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301.

1. Use a qualified independent testing agency for preparing and reporting proposed mixture designs based on laboratory trial mixtures.

B. Cementitious Materials: Use fly ash or ground granulated blast-furnace slag, and silica fume as needed to reduce the total amount of portland cement, which would otherwise be used, by not less than 40 percent. Limit fly ash or ground granulated blast-furnace slag to not less than 15 percent and not more than 25 percent in concrete mixes for slabs on grade or suspended slabs.

C. Limit water-soluble, chloride-ion content in hardened concrete to 0.06 percent by weight of cement.

D. Admixtures: Use admixtures according to manufacturer's written instructions.

1. Use water-reducing admixture in all concrete.

2. Use high range water-reducing admixture in pumped concrete and as required for placement and workability. The use of high range water reducer in pumped flat work is optional.

2.13 CONCRETE MIXTURES FOR BUILDING ELEMENTS

A. Footings: Proportion normal-weight concrete mixture as follows:

1. Minimum Compressive Strength: 4000 psi (20.7 MPa) at 28 days.

2. Maximum Water-Cementitious Materials Ratio: 0.45.

3. Maximum Coarse Aggregate Size: 1-1/2 inches nominal.

4. Slump Limit: 4 inches or 8 inches (200 mm) for concrete with verified…