Okaloosa County BOCC — February 18, 2014 — Repair & Paint Countryview & Bluewater Tanks — reading text

faulty materials, in any part of the Work performed by him. Such repair shall also include refilling of trenches, excavations or embankments which show settlement or erosion after backfilling or placement. Except as noted on the Drawings or as specified, all structures such as embankments and fences shall be returned to their original condition prior to the completion of the Contract. Any and all damage to any facility not designated for removal, resulting from the Contractor's operations, shall be promptly repaired by the Contractor at no cost to the Owner. In the event the Contractor fails to proceed to remedy the defects of which he has been notified within fifteen (15) days of the date of such notice, the Owner reserves the right to cause the required materials to be procured and the work to be done, as described in the Drawings and Specifications, and to hold the Contractor and the sureties on his bond liable for the cost and expense thereof. Notice to Contractor for repairs and reconstruction will be made in the form of a registered letter addressed to the Contractor at his home office. Neither the foregoing paragraphs nor any provision in the Contract Documents, nor any special guarantee time limit implies any limitation of the Contractor's liability with the law of the place of construction. END OF SECTION 01740 Repair & Paint Countryview & Bluewater Tanks (2014) 01740-2 , Job No. 41-459 SECTION 09870 REPAIRING AND REPAINTING WATER TANKS PART 1 - GENERAL 1.1. SECTION INCLUDES Blasting, cleaning, repairing, and painting the Countryview and Bluewater Water Storage Tanks. 1.2 RELATED SECTIONS Section 01300 - Submittals 1.3. PROJECT CONDITIONS A General Arrangement Drawings and Site Plans (See Appendix) of the two tanks to be painted are included for the Contractor’s convenience and is intended to depict the tanks’ dimensions. This information should be correlated with field observations prior to submitting a bid. 14 SUBMITTALS A. Work Schedule With the following minimum information prepared for the Northgate Tank work site: Mobilization and rigging Begin repairs Complete repairs Blast and paint wet surfaces Blast and paint exterior surfaces Disinfection Clean-up and Demobilization. NAW SEWN B. Supplier, type and size of abrasive to be used with Material Safety Data Sheets (MSDS). C. Material Safety Data Sheets (MSDS) for all coatings, sealers and chemicals used and Certificate of Compliance with ANSI/NSF Standard 61 for all coatings and sealers in contact with potable water. Repair & Paint 009870 - 1 Countryview & Bluewater Tanks (2014) Job No. 41-459 D. Description of proposed method of containing the cleaning debris and paint droplets. E. Descriptive written plan concerning how abrasive and/or paint damage to automobile, boats and property will be handled, including a process for quick removal of the abrasive or paint. F. Evidence or documentation submitted to verify that the employees have had sufficient training and experience in industrial painting, safety practices, worker protection, environmental monitoring, and waste handling procedures to adequately perform the responsibilities contained in these specifications G. Welder’s certification papers 1.5 QUALITY ASSURANCE A. Applicable Standards 1. Welding a. All design and welding shall be done in accordance with AWWA D100-05, Standard for Welded Steel Tanks for Water Storage. Where tolerances and stresses are not limited by the AWWA Standard, the applicable sections of the July 1993 revision of the American Petroleum Institute (API) Standard 650 shall apply. All welders and welding operators shall be certified to the procedures and processes required to accomplish the work. 2. Repairs, Surface Preparation, and Painting a. Repair & Paint Repairs shall be made in accordance with American Water Works Association Standard (AWWA) D101-97 and applicable section of AWWA D100-96. All blasting and painting operations shall be completed in accordance with the requirements of the Steel Structures Painting Council (SSPC) Volume 1 and Volume 2, including Commentary Sections and Appendices; AWWA 652-92; the NSF International Standard 61, "Drinking Water System Components - Health Effects"; the paint manufacturer's published product data; and these Specifications. The SSPC "Visual for Abrasive Blast Cleaned Steel" SSPC-VIS 1-89 and the SSPC "Visual Standard for Power and Hand-Tool Cleaned Steel" SSPC-VIS 3-93 shall also be used taking into account staining from previous paint applications. Coatings shall be in accordance with AWWA D102-11, Coating Steel Water- Storage Tanks. All coatings shall be acceptable to the controlling state, federal, and/or local health and environmental regulatory agencies. 009870 - 2 Countryview & Bluewater Tanks (2014) Job No. 41-459 f. All interior coating materials, solvents, and other additives shall comply with the ANSI/NSF Standard 61 "Drinking Water System Components - Health Effects." g. Paints which contain more than 0.06% by weight of lead (or any lead compounds) shall not be used. The CONTRACTOR shall submit documentation from the coating manufacturer stating that their paints are in compliance with this requirement in addition to other requirements of these Specifications. h. Where the foregoing standards, recommendations and specifications are conflicting, the ENGINEER shall be notified of the conflicts. Manufacturer's published product data shall be adhered to unless changed in writing by the manufacturer. 3. Other ANSI Z49.1, "Safety in Welding and Cutting" OSHA Regulations, 29 CFR 1910.146: Permit - Required confined spaces AWWA C652-92, Disinfection of Water Storage Facilities SSPC Guide 6, Guide for Containing Debris Generated During Paint Removal Operations ao op 16 SUPERVISOR A. The CONTRACTOR shall provide a competent superintendent, satisfactory to the OWNER, for the Work at all times during working hours with full authority to act for him/her. B. The CONTRACTOR shall also provide an adequate staff for the proper coordination and expedition of his/her Work. Should, in the opinion of the OWNER, any language barrier exist between the on-site superintendent and the OWNER or ENGINEER, the CONTRACTOR shall employ a qualified full-time interpreter or provide a new on-site superintendent at no additional cost to the OWNER. 1.7 SAFETY REQUIREMENTS A. The CONTRACTOR shall comply with all applicable requirements of the Occupational Safety and Health Act of 1970 (Public Law 91-596) and will hold the OWNER and ENGINEER harmless from any civil or criminal penalties imposed as a result of the CONTRACTOR'S noncompliance with such requirements. No additional compensations for changes in the laws, regulations, or the interpretation thereof shall be granted by the OWNER. B. The CONTRACTOR shall comply with and have documented Confined Entry Space Repair & Paint 009870 - 3 Countryview & Bluewater Tanks (2014) Job No. 41-459 Procedures available at the tank site at all times as required by OSHA 29 CFR 1910.146. The CONTRACTOR shall also comply with any state and/or local requirements which are more restrictive than the federal requirements. The CONTRACTOR shall provide adequate worker protection when welding and flame cutting as required by ANSI Z49.1, “Safety in Welding and Cutting”. All rigging attachments present on the tank shall be carefully evaluated by the CONTRACTOR immediately prior to use for the type and magnitude of loads which CONTRACTOR intends to impose on them. The CONTRACTOR assumes all responsibility for use of any existing or added attachments. 1.8 WASTE DISPOSAL A. Repair & Paint 009870 - 4 Countryview & Bluewater Tanks (2014) Waste material generated by abrasive blasting operations is a solid waste and shall be handled in the following order: Contained Collected Stored Evaluated Properly disposed wPwn > Compliance with local, state, and federal regulations concerning emissions, transportation or disposal of solid, particulate, liquid, or gaseous matter as a result of the cleaning, painting, or other operations under this Agreement shall be the responsibility of the CONTRACTOR. This compliance shall be accomplished without supervision from the OWNER, ENGINEER, or other direct or indirect agents of the OWNER. No additional compensations for changes in the laws, regulations, or other interpretation thereof shall be granted by the OWNER. No burning of trash (including abrasive bags or other paper or wood products) on the site shall be permitted. All shielding, abrasive retrieval, or other methods of using precautions required by the regulating agencies shall also be accomplished at no additional cost to the OWNER unless otherwise provided herein. Any fines imposed on the OWNER or ENGINEER by any regulatory agency as a result of the CONTRACTOR'S noncompliance with environmental or nuisance regulations shall be paid or reimbursed by the CONTRACTOR. Debris Collection: 1. All debris collected by this operation, removed from equipment or filters, or that has fallen to the ground shall be collected and stored at the tank site for testing, Job No. 41-459 evaluation and ultimate disposal. 1. Acentralized cleaning station for recyclable steel grit shall be set up at a location mutually agreed upon by the OWNER, CONTRACTOR and ENGINEER. 2. Storage for debris shall be in covered steel containers. Containers shall be parked, secured and stored on wooden 6" x 6" timbers so containers are NOT in contact with the ground. 3. Chain of Custody: a. b. Follow all local, state and federal regulations A Chain of Custody Form must accompany all composite samples. Included in this document shall be the name of the person taking the sample, the Company for which he works, the date and time which the sample was taken, the tank from which it was taken, the Township and Municipality where the tank is located and signatures of all persons involved in the Chain of Custody, including dates possessed and relinquished. F. Hazardous Waste - Sampling and Testing: 1. The Contractor shall hire a Florida state licensed disposal company to collect at least four (4) random representative samples of the paint debris from each container in accordance with USEPA and/or local regulations in the presence of the Engineer and the Contractor. a. Repair & Paint Each separate sample shall contain at least 100 grams (approximately one cup) and shall be transported to an approved testing laboratory in accordance with all laws and regulations. The purpose of gathering these samples is to perform on each sample all necessary testing, such as Toxicity Characteristic Leaching Procedure Testing (TCLP Testing), or subsequent testing required by the Resource Conservation and Recovery Act (RCRA) or local and state regulations, to determine proper treatment and/or disposal requirements. All testing required by regulations or by the selected waste hauler or landfill, including any follow-up testing and the collection of the samples, shall be done at the Contractor’s expense. The number of samples from each container will be determined by the degree of variation of the results of the four (4) initial samples. Copies of all manifests, testing results and treatment procedure documents shall be sent to the Engineer and Owner. Should the results of the random testing of the contents of a container determine that the removed paint material does not constitute a hazardous material, the material shall be legally disposed of by the Contractor in accordance with local, state and federal laws. The Contractor shall be responsible for removing and properly transporting all the material from the project site. The material shall be transported in containers approved by the USEPA and local, state and federal regulations. The contract Base Bid shall include the cost of the transporting of the removed paint material to a non-hazardous waste landfill or other