Source: http://www.readbag.com/nyu-construction-pdf-wsv-ust-removal
Timestamp: 2019-09-15 22:09:22
Document Index: 778246690

Matched Legal Cases: ['ART 1', 'art 280', 'art 613', 'art 613', 'art 360', 'art 364', 'art 371', 'art 375', 'arts 260', 'art 1910', 'art 364', 'art 372', 'art 375', 'art 364', 'ART 2', 'ART 3']

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SECTION 02273 ­ UNDERGROUND STORAGE TANK (UST) REMOVAL PART 1 ­ GENERAL 1.01 A. B. GENERAL REQUIREMENTS Work of this Section, as shown or specified, shall be in accordance with the requirements of the Contract Documents. The Contractor shall furnish all labor and materials, equipment and incidentals required for the proper decontamination, removal, and closure of all underground storage tanks (USTs), and removal and off-site disposal of petroleum-contaminated soil. Two 20,000-gallon No. 6 fuel oil USTs are located on-site (See Drawing No. 1). The USTs are located underneath a landscaped area, between the concrete sidewalk adjacent to Bleeker Street and the apartment complex at 4 Washington Square Village. An active Con Edison vault and electric cable are adjacent to and over the USTs, respectively. Project includes the excavation to remove two 20,000-gallon No. 6 fuel oil tanks and contaminated soil located in a landscaped area, between the concrete sidewalk adjacent to Bleeker Street and the apartment complex at 4 Washington Square Village. Excavation must be supported to accommodate tank removal, excavate soil, and fluids to a depth of up to 30-feet (ft), and subsequent backfilling. WORK INCLUDED The Contractor shall complete all necessary New York State Department of Environmental Conservation (NYSDEC) tank change-in-status registration forms, obtain all necessary permits, provide proper notification to all City and State agencies and utility companies, furnish all labor, materials, equipment and incidentals required for the proper decontamination, decommissioning, and removal of the USTs and associated electrical, structural, process piping and product equipment including, but not limited to, concrete, anchor straps, manways, pumps, remote fill lines, supply and return lines, vent lines, remote fill ports, etc. to complete the work as specified herein. The Contractor also shall be responsible for providing UST closure documentation (i.e. manifests, bills of lading, certificate of closure, sample results) to New York University (NYU), in accordance with existing NYSDEC guidance and regulatory policy. The work in this Section shall include uncovering, preparing, inerting, in-place cleaning, removal cutting/dismantling and disposal of the USTs, ancillary equipment, tank contents/sludge, tank cleaning rinse waters, equipment decontamination water, and the completion of all permits and closure reporting requirements. The Contractor shall be certified to perform UST removal work by the New York City Fire Department (FDNY). Copies of FDNY certifications shall be provided to NYU. Any product in the tank piping shall be evacuated by flushing pipe contents back into the tank. Any product remaining in the tank shall be measured, reported to NYU, and then pumped out for proper off-site disposal. The Contractor shall characterize, remove and dispose of any residual product, water and sludge, as required and properly decommission and remove USTs. Following removal of residual product from the USTs, the Contractor shall purge the tank of all flammable vapors. Any asbestos-containing material present on the UST piping shall be removed prior to UST and piping removal in accordance with applicable Federal, State and Local regulations. Underground Storage Tank Removal 02273 - 1 August 27, 2010
New York University 3-4 Washington Square Village Underground Storage Tank Removal
The USTs and all associated supply piping, return piping, remote fill piping, vent piping, vent riser and appurtenances shall be removed, thoroughly cleaned and properly disposed in accordance with all applicable federal, state and local requirements. The Contractor shall be responsible for the excavation, segregation, stockpiling, characterization, testing, and disposal of all excavated petroleum-impacted materials (soil, debris, concrete, etc.), and pumping, testing and disposal of free phase product and water removed from the excavation (if applicable). The Contractor shall excavate soils to a horizontal and vertical extent as directed by NYU or their representatives. The Contractor shall be responsible for continuously monitoring the work area for the presence of flammable, toxic or oxygen deficient atmospheres. Soil that is visibly free of petroleum impacts can be reused to backfill the excavation. Reuse material is not suitable backfill for the top 4 feet (ft) of the excavation. Free product or contaminated water found in the excavation following the tank removals shall be pumped from the excavation and containerized for off-site disposal. The Contractor shall pump out product and contaminated water as it infiltrates into the excavation from adjacent areas outside of the shoring system for a period of time and at specific times, as directed by NYU or their representative, to allow thorough inspection and documentation of the excavation conditions and collection of endpoint soil samples. The Contractor shall be responsible for breaking up, removal and disposal of concrete UST bottom pads and anchor straps and underlying contaminated material. The Contractor shall be responsible for the required testing for disposal classification of any contaminated materials including, but not limited to, oil, sludge, water or water containing oil or separate phase product, soil, rock, concrete or concrete products, brick, and other ancillary tank system related materials such as piping, conduit, wiring, tank fill facilities, and monitoring devices, to be removed from the site. The Contractor shall assist with the collection of post-excavation endpoint soil samples from the excavation bottom and sidewalls of the excavation. The Contractor shall be responsible for any necessary shoring/sheeting required to stabilize the sidewalls of the excavation and other structures, utilities, etc. adjacent to the work area. This shall be done accordance with applicable federal, state and New York City regulations and standards. At the direction of NYU, the Contractor shall place and compact backfill in the excavation to return the site to pre-remediation elevations. The provisions of the New York City Building Code relating to site earthwork and backfill shall govern the placement and compaction of backfill. The Contractor shall allow time and work space for the visual field confirmation and density testing of fill placement procedures. The Contractor shall prepare all necessary plans, obtain all necessary permits, and provide all necessary plans, notifications and submittals to New York City, State of New York and NYU before, during, and after performance of the removal work. No work shall be performed under this Contract without the direct, on-site supervision of NYU or their representative. All work shall be performed in accordance with the Contract Documents and applicable Federal, State, and Local regulations. REFERENCES
Q. R. 1.03 A.
Only the latest editions (at bid date) of the following documents and standards shall form part of the Specification to the extent indicated by the reference thereto. New York University Underground Storage Tank Removal 3-4 Washington Square Village 02273 - 2 Underground Storage Tank Removal August 27, 2010
References 1. 2. 3. 4. Spill Response Summary Report prepared by Triumvirate Environmental Incorporated dated January 19, 2010. Supplemental Subsurface Investigation and Remedial Action Work Plan by Langan Engineering and Environmental Services, P.C. dated May 2010. Remedial Action Work Plan Addendum by Langan Engineering and Environmental Services, P.C. dated August 2010. Drawing Nos. 1 ­ 3 The Contractor shall comply with all the laws, ordinances, codes, rules and regulations of the federal, state and local authorities having jurisdiction over any of the work specified herein. The Contractor shall meet NYCDEP Limitations for Effluent, United States Environmental Protection Agency (USEPA) and State Department of Transportation regulations for shipping of regulated substances to off-site disposal facilities, and meet all regulatory requirements imposed by the Treatment, Storage and Disposal Facility. Regulations pertaining to the transport and disposal of regulated substances/materials include, but are not limited to the following: · USEPA Regulation 40 CFR Part 280, Underground Storage Tanks: Technical Requirements Final Rule and Office of Emergency and Remedial Response, Standard Safety Guides, PB92-983414. New York City Fire Department, FP Directive 3-73 Division of Fire Protection, NYCAC Title 27, New York City Fire Prevention Code, Chapter 4 et seq., and Rule 21-02 of the City of New York. NYS Uniform Fire Prevention and Building Code (UFPBC) 1164.5. NYS Department of Environmental Conservation (DEC)-Subdivision 6 NYCRR Part 613.9 (b) (DEC's Petroleum Bulk Storage ­PBS- Regulation. NYSDEC Petroleum Bulk Storage Regulations 6 NYCRR Part 613.9(b). 6 NYCRR Part 360, Solid Waste Management Facilities, July 14, 1985. 6 NYCRR Part 364, Waster Transporter Permits, January 10, 1985. 6 NYCRR Part 371, Identification and List of Hazardous Waste, July 1, 1986. NYSDEC, Ambient Water Quality Standards and Guidance Values. NYSDEC Site Assessment at Bulk Storage Facilities, August 1, 1994, SPOTS Memo No 14. NYSDEC Petroleum-Contaminated Soil Guidance Policy, August 1992, STARS Memo No. 1. NYSDEC Subpart 375-6: Remedial Program Soil Cleanup Objectives Rule 21-02 of the City of New York. The City of New York Building Code. Underground Storage Tank Removal 02273 - 3 August 27, 2010
Regulatory Requirements and Reference Standards 1.
· · · · · · · · · · · · · · · · 2. 3.
29 CFR 1910 ­ Federal Occupational Safety and Health Administration (OSHA) standards. NIOSH Occupational Safety and Health Guidance manual for Hazardous Waste Site Activities. 29 CFR 1926 ­ Federal Construction Standards. Resource Conservation and Recovery Act, 40 CFR Parts 260-265, Safe Entry and Cleaning of Petroleum Storage Tanks. National Fire Prevention Association, Volume 30, &quot;Flammable and Combustible Liquids Code.&quot; National Fire Prevention Association, Volume 327, &quot;Cleaning or Safeguarding Small Tanks and Containers without Entry.&quot; US Department of Transportation (US DOT) 49 CFR Section 172.500 et seq. American Petroleum Institute, API-2015A, &quot;A Guide for Controlling the Lead Hazard Associated with Tank Entry and Cleaning.&quot; American Petroleum Institute, API-2217A, &quot;Guidelines for Work in Inert Confined Spaces in the Petroleum Industry.&quot; American Petroleum Institute, API-2015, &quot;Requirements for Safe Entry and Cleaning of Petroleum Storage Tanks.&quot; American Petroleum Institute, API-2016, &quot;Guidelines and Procedures for Entering and Cleaning Petroleum Storage Tanks.&quot; American Petroleum Institute, API-1604, &quot;Closure of Underground Petroleum Storage Tanks.&quot; American National Standard Institute, ANSI 22882, &quot;Standard Practice for Respiratory Protection.&quot; American Society of Testing Materials, ASTM D 5088 (1990), Decontamination of Field Equipment Used at Non-radioactive Waste Sites. National Institute for Occupational Safety and Health, NIOSH, &quot;Working in Confined Space.&quot; Con Edison and New York City Department of Transportation Requirements.
Any transporter of contaminated/hazardous materials shall be licensed in the state in which handling and transportation shall take place in accordance with all applicable regulations. Comply with Occupational Safety and Health Administration (OSHA) Standards and Regulations contained in Title 29 CFR Part 1910.120 &quot;Hazardous Waste Operations and Emergency Response.&quot; American Society for Testing and Materials (ASTM) -latest edition. · · · D422 Method for Particle Size Analysis of Soils D1557 Test for Moisture-Density Relations of Soils Using 10-lb (4.5 Kg) Hammer and 18-inch (457 mm) Drop (Modified Proctor) D2216 Laboratory Determination of Content of Soil Underground Storage Tank Removal 02273 - 4 August 27, 2010
· · · · 5. 6. · · 1.04 A. B. C. 1.05
D2487 Classification of Soils for Engineering Purposes D2922 Tests for Density of Soil and Soil- Aggregate in Place by Nuclear Methods (Shallow Depth) D3017 Test for Moisture Content of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth) D4318 Test for Plastic Limit, Liquid Limit, and Plasticity Index of Soils T88 Mechanical Analysis of Soils The provisions of the New York City Building Code relating to site earthwork and backfill shall govern the work of this section.
American Association of State Highway and Transportation Officials (AASHTO)- latest edition New York City Building Code
RELATED WORK Section 01410 ­ Environmental Safety, Health, and Emergency Requirements Section 02150 ­ Excavation Support Section 02200 ­ Earthwork SUBMITTALS The Contractor shall provide the required submittals during the specific phases of the project as described below.
Pre-Award Submittals ­ The Contractor shall submit the following items with the proposal: 1. 2. 3. Confirmation of the Contractor's qualifications, licenses, permits, and items listed in Articles 1.06(A) and 1.06(B) of this Section. Confirmation of any Subcontractor's qualifications, licenses, permits, and items listed in Articles 1.06(A) and 1.06(C) of this Section. Procedures for, and order of, execution of all of the scope of work items listed in Article 1.01 &quot;Scope of Work.&quot;
Pre-Construction Submittals ­ The Contractor shall submit to NYU the following for review no later than one week from the initiation of the work. 1. Copies of permits or licenses for the Contractor's selected disposal facility or reclaimer. A letter of commitment and detailed listing of the disposal facility's or reclaimer's required analytical testing for proper manifesting and disposal shall be provided to the Owner two weeks prior to initiation of the work. All required insurance certificates and bonds, and proof that all required permits have been obtained. A Sequence of Operations Plan with a detailed project schedule. Sheeting and shoring calculations and details. Details for relocation of electrical conduit away from work. Confirmation that all site utilities in the work area have been identified and work shall be performed in a manner to protect these utilities from damage. Confirmation that all site utilities Underground Storage Tank Removal 02273 - 5 August 27, 2010
directly associated with the work, including, but not limited to, electrical, steam, product supply and return lines, or other utility lines within the proposed work area have been identified, marked, locked, and tagged out. 7. 8. Following an initial pre-construction meeting, a revised Sequence of Operations Plan and schedule. An Excavated Material Disposal Plan which includes the following information: · The name and address of the company (s)/ facility(ies) that shall accept the contaminated materials and liquids, including free product, remaining contents of the tanks, and all free product and contaminated water collected during tank and pipe cleaning, and from the excavation following tank removal. The name and address of the licensed tank disposal facility that shall accept the tanks and piping. Written confirmation shall be submitted from each of the disposal or recycling facilities indicating that they shall accept the tank and piping, and remaining product or sludge, and other excavated materials to be removed as part of this work. A copy of certification that the Contractor removing the underground storage tank is certified for the work by the FDNY.
All pertinent information relating to the transport of materials specified herein. The following transporters are pre-approved by NYU: · · Ross Transportation Services, 3094 Nile Street, San Diego, CA 92104, (619)284-5320 SJ Transportation Co., 1176 U.S. 40, Pilesgrove, NJ 08098, (856)769-1607
For other transporters to be considered, the following information, at a minimum, shall be submitted: · · · · Name and address of all transporters. USEPA identification number and license expirations date. Proof of permit, license or authorization to transport waste in all affected states. Relevant audit packages and insurance certificates
10. Obtain and submit all local, state, and federal permits required for the transport and disposal of all excavated materials resulting from the performance of the work. The licenses and permits that apply include, but are not limited to, NYSDEC Part 364 permits, hazardous waste transporter permits issued under 6 NYCRR Part 372.3, New York City Department of Consumer Affairs (NYCDCA) permits, and vehicle and hauling permits. 11. Information on each USEPA and State approved off-site disposal facility that is proposed to receive contaminated materials and hazardous wastes. At this time, facilities operated by the Environmental Quality Company (EQ), Wayne Michigan, are pre-approved by NYU. For each additional proposed facility, the following information shall be submitted: · · Name, address, and location of the facility, including the owner's name, address, telephone number, and fax number and the contact person at the facility. The USEPA identification number
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· · · · · C.
The amounts and types of contaminated material and/or hazardous wastes that shall be accepted at the facility on a daily basis. Facility testing requirements and acceptance criteria. The USEPA region, state regulatory agency, and the local regulatory agency for which permits are required. Copies of valid, current, operating permits for the facility from the applicable regulatory agencies. Relevant audit packages and insurance certificates
12. Submit a site-specific Health and Safety Plan and Procedures, as specified in Section 01410. Post-removal Submittals ­ The following shall be submitted promptly after the tank removal has been completed. 1. 2. 3. 4. Verification that a Tank Removal affidavit signed by a licensed New York City Tank Contractor has been provided to the NYC Bureau of Fire Protection. Certification from the disposal facility that the tank has been properly disposed. All documentation required for the preparation of a written Closure Report, as described in this Section. Certification from disposal facility that all excavated materials, including scrap steel and demolition debris, have been properly disposed of or recycled, and copies of completed and disposal facility signed waste bills of lading and manifest forms. Submit the results of the following laboratory tests performed for every 1000 cubic yards of imported soil material used as compacted fill: · · · · · TCL VOCs (EPA Method 8260) TCL SVOC (EPA Method 8270) Total Analyte List (TAL) Metals (EPA Methods 6010 and 7471) Polychlorinated Biphenyls (PCBs ­ EPA Method 8082) Pesticides and Herbicides (EPA Methods 8151, 8081A)
Analysis shall be performed by a New York State Health Department Environmental Laboratory Accreditation Program (ELAP)-certified laboratory and test results shall be compared to NYSDEC subpart 375-6 Unrestricted Use Soil Cleanup Objectives. 6. Submit the results of the following laboratory tests performed on each type of imported and onsite soil material used as compacted fill material. · · · · 7. 1.06 Moisture and Density Relationship: ASTM D1557, Modified Proctor. Mechanical Analysis: AASHTO T-88 Plasticity Index: ASTM D 4318 Relative Density: ASTM D 2049 TCL VOCs (EPA Method 8260)
Submit the name of each material supplier and specific type and source of each material.
QUALIFICATIONS Underground Storage Tank Removal 02273 - 7 August 27, 2010
A. The Contractor shall be approved by NYU, and shall be a licensed tank Contractor by the City of New York Fire Department. The Contractor shall be any person or persons, corporation, or proprietorship deemed competent and experienced to perform work involving the closures of USTs, hauling, disposal, transportation, or abatement of hazardous and non-hazardous materials. For the purposes of this contract, the Contractor shall possess the following: 1. 2. 3. 4. 5. 6. 7. B. A valid &quot;Part 364&quot; permit for waste transport and disposal of petroleum-impacted material. Facilities to handle, dispose, and/or abate hazardous or non-hazardous material. Certification of training for tank closure, spill responses, confined space entry, as well as trained personnel. Labor and materials to immediately execute work under this contract. Experience directly related to work under this contract. An adequate understanding of all the regulations and requirements governing this contract. Any item pertinent to work described in this contract.
The Contractor shall provide the Owner with evidence of the successful completion of at least five similar projects in scope and execution and/or a minimum of five years of experience of the same. Verification shall include letters of recommendation, references, owners/clients for whom the work was performed, dates, project durations, project cost, experience of personnel, licenses, etc. When it is necessary for the Contractor to utilize the services of a Sub-contractor to perform work, the Contractor shall be responsible for the Sub-contractor. The Sub-contractor shall meet the requirements of this Section and be submitted for approval by NYU. NYU shall require that the Sub-contractor shall be qualified and licensed by the City of New York Fire Department. The Contractor shall provide NYU with evidence of the successful completion of at least five projects similar in scope and execution and/or a minimum of five years of experience of the same for the Subcontractor(s). Verification shall include letters of recommendation, references, owners/clients for whom the work was performed, dates, project durations, project cost, experience of personnel, licenses, certifications, etc. PROJECT CONDITIONS Prior to entering a bid, the Contractor for work of this Section shall visit the site and become familiar with all existing conditions. All nearby existing buildings and utilities shall be inspected by the Contractor prior to entering a bid. The site is located within a city block bounded by Mercer Street to the east, West 3rd Street to north, LaGuardia Place to the west and Bleecker Street to the south. The site is surrounded by an existing structure, streets, sidewalks and utilities. The existing adjacent building is 3-4 Washington Square Village. The ground surface at the Site is relatively flat and at an elevation (el) of approximately 35 ft above mean sea level (msl) according to the United Stated Geological Service 7.5 Brooklyn Quadrangle Map, dated 1995. The area surrounding the Site is paved, covered with concrete sidewalk, or developed by buildings. Beneath the surface cover, historic urban fill material to depths of up to 20 ft below grade surface (el 15 ft), is underlain by native soil. Bedrock (el -20 feet) is not expected to be encountered during performance of the work described in this specification. The nearest surface water and wetlands to the Site is associated with the Minetta Stream, approximately 1,200 ft northwest of the Site. Groundwater underlying the site is at an approximate elevation of 5 ft above msl (30 ft bgs). Groundwater is estimated to flow to the west toward the Underground Storage Tank Removal 02273 - 8 August 27, 2010
Hudson River, based on area topography. The groundwater elevations and contours provided are an estimate and are not to be relied upon for bidding purposes or construed to represent general site conditions. E. F. The work area is an NYSDEC Spill Site. A release of approximately 10,000 gallons of No. 6 fuel oil has been reported. The Contractor, by careful examination, shall inform himself as to the nature and location of the work; the conformation of the ground, the nature of the surface and subsurface conditions; the locations of the groundwater table; the character, quality and quantity of the materials to be encountered; the character of the equipment and facilities needed preliminary to and during the execution of the work; and all other matters which can in any way effect the work. The Contractor shall investigate the conditions of public thoroughfares and roads as to availability, clearances, loads, limits, restrictions, and other limitations affecting transportation to, ingress and egress of the site of the work. The Contractor shall conform to all New York City and state, and federal regulations in regard to the transportation of materials to and from and at the job site and shall secure in advance such permits as may be required. Locate existing underground utilities in and beyond the areas of work. If utilities are indicated to remain in place, provide adequate means of support and protection during the work. 1. Should uncharted, or incorrectly charted, piping or other utilities be encountered during excavation, consult utility owner immediately for directions. Cooperate with NYU and utility companies in keeping respective services and facilities in operation. Repair damaged utilities to satisfaction of utility owner.
I. 1.08 A. 1.09 A. B.
Determine sequence of operations, and relation to work of other trades. Start of work shall signify acceptance of field conditions and shall acknowledge coordination with other trades. NOTIFICATION The Contractor shall notify all utilities prior to the work, and arrange for mark-outs of underground utilities in accordance with all applicable local, state and federal regulations. PROTECTION Prior to commencement of any work, consult the records for existing utilities, and note all conditions and limitations, which might affect the work required under this section. The Contractor shall become acquainted with the existence and location of all surface and subsurface structures and utilities within the project area. Contractor shall not damage any of those that are to remain and shall leave them accessible. All landmark buildings and adjacent buildings shall be protected and monitored as per DOB #10/88. The work shall be executed so that no damage or injury will occur to existing public and adjoining or adjacent structures, streets, paving, sewers, gas, water, electric or any other pipes. Should any damage or injury caused by the contractor, or anyone in Contractor's employ, or by the work under this Contract occur, the Contractor shall, at his own expense, make good such damage and assume all responsibility for such injury. The above shall also include the protection of all existing utilities (including sewers, storm lines, electrical lines and telecommunication lines) to remain in use within and adjacent to the area affected by the work of this project. The Contractor is to acquaint himself with the existence and location of all surface and subsurface structures and utilities within the project area. He is not to damage any of those that are to remain Underground Storage Tank Removal 02273 - 9 August 27, 2010
and he is to leave them accessible and make the necessary provisions by sheeting, hanging, supporting or other means necessary to obtain this result, subject to the approval of the appropriate city department and the utility company involved. F. Monuments, bench marks and other reference features on streets bounding this project, shall be protected. Should these be disturbed in any manner, the Contractor shall have them replaced at own expense. Excavation work shall be restricted to hours indicated by NYU and in the Contract Documents. Provide barricades and warning lights, barriers, to prevent accidents, to avoid all necessary hazards and protect the public, the work and property at all times, including Saturdays, Sundays and Holidays. In order to prevent damage, injury or loss, the Contractor's actions shall include, but not be limited to, the following: 1. 2. 3. 4. Storing apparatus, materials, supplies, and equipment in an orderly and safe manner that shall not unduly interfere with the progress of the work. Providing suitable storage facilities for all materials. Placing upon the work or any part thereof only such loads as are consistent with the safety of that portion of the work. Handling of all refuse, rubbish, scrap materials, and debris caused by on-site operations. The site work shall be conducted in a safe, orderly fashion and maintain a work-man-like appearance at all times.
The Contractor shall not enter or occupy other areas with people, tools, materials or equipment, except on areas approved by NYU, after written consent is obtained from the proper parties. The Contractor shall assume full responsibility for the preservation of all public and private property. If any direct or indirect damage is done by or on account of any act, omission, neglect or misconduct in the execution of the work by the Contractor, it shall be restored promptly by the Contractor, at his expense, to a condition equal to that existing before the damage was done. The Contractor may take photographs to document damage which existed prior to work. Dust and Dirt Control 1. 2. 3. Use all means necessary to control dust on or near work Thoroughly moisten all surfaces as required to prevent dust being a nuisance to the public, neighbors and performance of other work on the site. Provide vehicle wheel cleaning to prevent tracking of soil, dirt, etc., onto public streets.
PART 2 - PRODUCTS 2.01 A. MATERIALS Odor Suppressant ­ The Contractor shall apply spray odor suppressant (OMI Industries Ecosorb® odor eliminator, odor suppressing Rusmar Foam Technology, or RE-approved equivalent) to excavation areas as necessary to prevent nuisance odors from emanating form the Site to public areas. The product(s)/materials listed below shall be submitted to the RE and the owner for approval.
Underground Storage Tank Removal 02273 - 10 August 27, 2010
Soil Materials 1. Controlled fill shall be on-site or borrow general fill material that is a well-graded sand and/or gravel having less than 12% dry weight passing the No. 200 sieve size. Suitable material shall be free of organic, unsatisfactory soils, and other deleterious material and shall have a maximum practical size no greater than 4&quot;. Controlled fill shall also meet any testing requirements specified herein. Unsatisfactory soils are USCS soil classification groups GC, OL, OH, and Pt as defined by ASTM D2487. Unsatisfactory soils can not be used as controlled fill. The contractor should stockpile unsatisfactory soils separately from controlled fill material.
¾-inch gravel ­ A 10-inch layer of ¾-inch gravel shall be placed on top of the clean fill used to backfill the excavation. General Purpose Landscape Fabric ­ Landscape fabric shall be used between the gravel and top soil layers used to backfill the excavation. Top soil - 3 ft of top soil will be used to cap the excavation.
PART 3 - EXECUTION 3.01 B. GENERAL REQUIREMENTS Contractor shall attend a Pre-Construction Meeting with NYU, their remediation engineer (RE) and the NYSDEC, if they elect to attend. At the meeting, Contractor's proposed plan, methods, and scheduling shall be discussed. Requirements discussed at this meeting shall be incorporated into the specification for this work. This meeting shall occur before Contractor mobilizes to the site. Disposal of tanks, lines, sludge, residual liquids and contaminated soils shall be in accordance with the requirements of this specification and shall be the responsibility of the Contractor. Prior to removal of tanks, all liquids and accumulated sludge shall be removed from the tanks, to the extent possible, in accordance with the National Fire Protection Association Flammable and Combustible Liquids Code (NFPA-30) and any other applicable requirements. All storage tanks removed from their location shall have flammable or combustible liquids removed, have the same lines disconnected; have sections of connecting lines not to be used further removed; and have inlets, outlets, and any leaks capped or plugged. The basic procedures for meeting these requirements are defined in the state and federal regulatory programs. The Contractor shall continuously test the tank atmosphere and the excavation area for percent oxygen and combustible gas during the tank excavation and removal operations. The contractor shall apply odor suppressant (OMI Industries Ecosorb® odor eliminator, odor suppressing Rusmar Foam Technology, or RE-approved equivalent) to the excavation area to minimize nuisance odors and to prevent them from emanating off-site. Verify the accuracy and existence of applicable codes, ordinances, and other regulations by obtaining and interpreting state, county, city, or local municipality by-laws for UST removal and solid waste disposal. Basic closure plans may require any combination of the following work items: 1. Removal/disposal of UST contents by the Contractor. Underground Storage Tank Removal 02273 - 11 August 27, 2010
2. 3. 4. 5. 6. 7. 8. 9. 3.02 A.
Excavation and removal of USTs by the Contractor. Post excavation endpoint soil sampling and analysis by the RE. Site assessment by the RE. Excavation for removal of contaminated soils by the Contractor. Removal and disposal of contaminated water by the Contractor. Disposal of grossly contaminated soil at a proper facility by the Contractor. Backfilling and compaction of the excavated area by the Contractor. Disposal of tank(s) by the Contractor.
SAFETY Personnel working inside and in the general vicinity of the tanks shall be trained and thoroughly familiar with the safety precautions, procedures and equipment required for controlling the potential hazards associated with this work. Personnel shall use proper protection and safety equipment during work in and around the tanks. All provisions of the Contractor's Health and Safety Plan and Confined Space Entry Permit shall be in force during UST removal and excavation activities. The Contractor shall maintain safe sidewall slopes or shall provide adequate shoring. The sheeting/shoring calculations shall be prepared and signed by a New York State licensed Professional Engineer. The excavation shoring shall meet all applicable New York City Department of Building Codes as set forth in Subchapter 19. The Contractor shall be responsible for the safety of his operation, and for any damage that may result from the Contractor's work. He shall erect and properly maintain at all times, as required by the conditions and progress of the Work, proper safeguards for the protection of Workers and the public and shall post danger warnings as required by law or otherwise required by the Contract Documents against hazards created by the Contractor's operation. The Contractor shall furnish, install and remove after completion of the work, all signs, lights, barricades, fencing and other equipment as may be necessary for the safe execution of the Work. Prior to ending operations on any working day or at any time the Contractor is not on-site, the Contractor shall secure all areas of work in a safe manner in accordance with all regulatory agencies and to the satisfaction of NYU and the RE. Cutting of steel by thermal methods shall at all times, occur in a non-explosive environment. During such work, explosive atmospheres in the tank, piping and of the surrounding atmosphere shall be continuously monitored. The Contractor shall note that residual pockets of fuel or residues may exist in some of the pipelines and the Contractor shall exercise care to prevent harm to employees or the public resulting from the potential explosive nature of the contained materials. Provide and maintain an adequate supply of fire extinguishers and other required safety equipment in close proximity to all demolition activity. All soil and tank removal operations shall be conducted in a manner as required to prevent the spread of dust. If deemed necessary by the RE, the Contractor shall provide dust control with a water truck or other means approved by the RE. Ambient air monitoring shall be conducted periodically downwind of the excavation area at the property perimeter for fugitive dust emissions and organic vapors. If these readings are unacceptable, Underground Storage Tank Removal 02273 - 12 August 27, 2010
the Contractor shall institute measures to minimize dust and/or organic vapors. The measures utilized are subject to the approval of the RE. 3.03 A. PREPARATION The Contractor shall perform all necessary site preparation, restoration, security and control including but not limited to temporary fencing, backfilling and shoring as necessary to protect structures, workers and public. Prior to performing any intrusive work, the Contractor shall remove all manhole covers. The Contractor and RE shall inspect the condition of the tank, and remote fill, if present, to the extent required for safe work performance. Assure that electrical power to the tanks and their ancillary equipment has been deactivated and the actual wiring properly dismantled at the circuit breaker. The Contractor shall remove the audible and visible overfill alarm system, and dismantle the UST leak detection system, if present. REMOVAL OF FILL MATERIAL The Contractor shall carefully remove the fill material surrounding the tank using proper tools (i.e. shovels, vacuum truck) to ensure the UST and piping are not damaged during this process. During the removal activities, the Contractor shall have equipment and manpower available at all times to assist the RE with screening of the fill material. Excavation around the perimeter of the tanks shall be performed in a manner that shall limit the amount of excavated contaminated soil. The RE shall observe excavation work and, based on visual observations and on measurements made with field monitoring instruments such as a photoionization detector or an organic vapor analyzer, shall determine the extent of excavation required. Visibly contaminated soil shall be segregated. Direct loading of contaminated soil for off-site disposal is preferred; however, if contaminated soil is stockpiled on site, stockpile shall be underlain by at least 12 mil plastic sheeting (or equivalent as approved by the RE); soil shall be segregated and stockpiled separately from concrete and other debris; the stockpiles shall be kept covered with 6 mil thick plastic sheeting; the plastic sheeting covering the stockpiles shall be anchored firmly in place by weights, stakes, or both; the Contractor shall maintain the plastic sheeting. Soil and fill suitable as backfill material as outlined in this specification shall be stockpiled, if acceptable to the RE. If dewatering of any water including surface and stormwater runoff and groundwater seeping into the excavation is deemed necessary, it shall be handled in accordance with Federal, State and Local regulations, including obtaining and maintaining the appropriate NYSDEC or NYCDEP permit. Dewatering of the excavation shall be limited to that necessary to assure adequate access to the tanks and piping and to assure a safe excavation. Surface water shall be diverted with berms or trenches to prevent direct entry into the excavation or stockpiles. The Contractor shall locate stockpiled material, especially contaminated material, in areas away from the site surface drainage features and plan construction to control surface drainage from stockpiles, staging and other work areas and prevent erosion and sedimentation. The amount of stockpiled soil uncovered and exposed at any one time shall be minimized. The Contractor shall provide and maintain temporary measures such as silt fences, hay bales, ditches, drains, berms, dikes and other features required to trap and contain sediments to prevent sediment Underground Storage Tank Removal 02273 - 13 August 27, 2010
C. D. 3.04 A. B. C.
migration and to prevent water flow from stockpiles into stormwater catch basins. Sediment control measures for stockpiled material should be in place at all times during construction. J. The Contractor shall install and maintain silt fence around the perimeter of the work area, as necessary, to control erosion. Where possible, silt fence shall be attached to the perimeter site construction fence. Otherwise, the silt fence shall be attached to wooden stakes driven into the ground a minimum of 20 inches. The silt fence shall everywhere be buried in a trench a minimum of 6 inches deep and secured with stakes. The Contractor shall inspect site entrances and exits daily for evidence of off-site sediment tracking. The existing conditions of the adjacent city streets shall be maintained. If necessary, Contractor shall clean adjacent streets within 100 ft of the site entrance/exit as directed by the RE. CLEANING AND REMOVAL OF UST SYSTEM The Contractor shall disconnect associated product, vapor recovery and vent lines and drain the remaining liquid inside the product lines into the tank. The Contractor shall proceed with caution to ensure no product is spilled during this process. The Contractor shall pump all residual waste from the tank via a temporary closed system into USDOT approved drums, containers or vacuum truck. If drums or containers are used, seal the drums or containers, identify contents and store the containers on pallets underlain by 12 mil plastic sheeting. 1. Drums or containers shall be labeled as follows: · · · · 2. C. D. Specific work site (e.g. 3-4 Washington Square Village) Drum (container) number (in increasing sequence as filled) Contents (e.g. rinse water from tank cleaning) Date filled
The Contractor shall maintain a written inventory of drums and containers.
The Contractor shall clean and vent all associated product, vapor recovery and vent lines before disconnecting from the tank. The Contractor shall clean the inside of the tank in accordance with API 2015 using high-pressure water rinse. The Contractor shall pump rinsewater via a temporary closed system into USDOT approved drums, containers or vacuum truck. If drums or containers are used, seal the drums or containers, identify contents and store the containers on pallets underlain by 12 mil plastic sheeting. Drums or containers shall be labeled as described in Article 3.05 B. The Contractor shall purge the tank of all flammable vapors and oxygen by displacement with inert gas using one of the following methods: 1. 2. Displacement with bottled, inert gas (e.g. carbon dioxide) Displacement with dry ice (minimum 15 lbs. per 1,000 gallon tank volume). The dry ice shall be crushed and distributed evenly over the greatest possible area to ensure rapid sublimation. All available tank openings shall be open to the atmosphere during this procedure to ensure rapid dissipation of the dry ice.
To evaluate the effectiveness of the dry ice procedure, the Contractor shall use an explosiometer to determine if the resultant vapor mixture within the tanks exceeds ten percent of the Lower Explosive Limit (LEL). Readings shall be taken throughout the tank's depth wherever access is possible. If the Underground Storage Tank Removal 02273 - 14 August 27, 2010
vapors within the tanks exceed ten percent of the LEL, the displacement procedure shall be repeated followed by a recheck of the LEL until the vapors are less than 10 percent of the LEL. G. The Contractor shall remove the tank and all piping, including, but not limited to, supply piping, return piping, petrometer, heat piping, remote fill piping, vent piping and the vent riser, from the excavation. The Contractor shall remove any tank foundations or tie down slabs, cradles, retaining walls, etc., if present and transport and dispose offsite at an approved facility. SITE ASSESSMENT Following excavation, the Contractor shall have equipment and manpower available at all times to assist the RE with the collection of post-excavation soil and groundwater samples. The Contractor shall make provisions for leaving the excavation open until the RE and/or NYSDEC deems the work complete. No claims of delay shall be permitted for assisting the RE in the collection of soil samples or for keeping the excavation open until the requirements of the RE and/or NYSDEC are met. CLEANING AND PREPARATION FOR DISPOSAL The Contractor shall use an approved biodegradable cleaning solution, suitable for removal of petroleum, to clean all residual material and soil from the interior and exterior surfaces of the piping. (Note that solutions containing chlorinated solvents or volatile organic compounds are not acceptable. The Contractor shall submit applicable MSDS sheets to the RE and obtain approval for the cleaning solution in advance.). Cleaning shall be done in an area specifically set up by the Contractor for that purpose, curbed, and lined with an impermeable membrane, to contain the used cleaning solution, including any overspray, and any contaminated debris removed during the cleaning process. All cleaning related materials and operations, and disposal of used cleaning solution and associated contaminated debris, shall be provided and performed by the Contractor at no additional cost to the Owner. The integrity of the tank and piping shall be inspected for signs of corrosion, cracks, structural damage, staining or any other evidence of leakage. Tank inspection shall be documented in writing and by photographs, with particular emphasis on any evidence of corrosion, cracks, structural damage, or leakage. Tanks may be reduced in size, if necessary, for removal and disposal. If tanks are not cut into pieces, they shall be perforated or in some other manner rendered unusable. The tanks API identification numbers shall be removed from tank surfaces by the Contractor. The tanks shall be properly labeled in accordance with all local, state and federal regulations. The Contractor shall permanently and legibly label both sides of the exterior shell of the tank with letters in orange spray paint not less than 2 inches high as follows: TANK HAS CONTAINED (LIST TANK CONTENTS) NOT VAPOR FREE, DO NOT ENTER DATE OF REMOVAL (month, day, and year) G. The tanks shall be removed from the site as promptly as possible after cleaning, rendering inoperable, dismantling and labeling procedures are completed. Tanks shall not be permitted to be stored onsite after they are removed. Underground Storage Tank Removal 02273 - 15 August 27, 2010
H. 3.06 A. B.
TANK AND WASTE DISPOSAL The fluid wastes generated and collected as a result of the tank emptying and the tank cleaning and the solid materials generated during tank excavation shall be sampled and classified by the Contractor in accordance with the approved disposal facilities' requirements. The Contractor shall provide the RE with two (2) copies of the analytical results prior to transporting to the approved disposal facility. Once classified and accepted by the approved facility in accordance with all federal, state and local requirements, the Contractor shall provide the RE with two (2) copies of any required hazardous or non-hazardous waste manifests, if applicable. The Contractor shall obtain all permits necessary to conform to these regulations. The Contractor shall identify, in writing, the facility at which this material shall be disposed. The Contractor shall be responsible for loading the removed tanks, transporting and disposing of the tanks at an approved and permitted disposal facility. The Contractor shall provide the RE with all waste disposal documentation, including permits, manifests and bills of lading for soil, liquids and the tanks. Should it be determined that the tank(s) is not registered with the NYSDEC, the Contractor is responsible for registering the tank(s) with the NYSDEC in order to obtain proper closure documentation following tank removal. The Contractor shall be responsible for the collection and analysis of all soil and water samples for waste characterization and soil or fill material reuse purposes and as required by the disposal or recycling facility and the NYSDEC. All lab testing conducted for this project shall be performed by an NYSDOH Environmental Laboratory Accreditation Program (ELAP) certified laboratory. The Contractor shall provide to the RE in the Procedural Plan, the testing requirements of the disposal facility(ies) it intends to use. All transport vehicles shall be inspected, prior to leaving the site, by the Contractor to ensure that no material adheres to the wheels, undercarriage, tailgates, covers or other areas of transport vehicles. All vehicles shall be cleaned by washing tires, undercarriage, and any other contaminated parts prior to leaving the site using a high-pressure water and/or steam spray. Contractor shall collect all wash water for treatment and disposal as required. The Contractor shall transport and deliver material only to the approved disposal facilities. The Contractor shall be responsible for appropriate measurement of unit quantity of material removed from the site. The Contractor shall coordinate vehicle inspection and recording of quantities leaving the site. The Contractor shall keep an accurate record (log) of the contaminated material transported off-site and borrow fill imported to the site, and maintain a file of all facility-signed (completed) manifests for all materials leaving the site and documentation for all borrow fill entering the site. These quantities shall be compared to recorded quantities received at the disposal facilities. The Contractor shall immediately resolve any discrepancies that occur and determine the probable cause for the discrepancy. Daily logs shall be submitted to the RE daily. Manifests and borrow fill documentation shall be submitted to the RE when received. The Contractor shall be solely responsible for any and all actions necessary to remedy situations involving material spilled in transit. The Contractor shall have access to back-up vehicles and equipment to ensure that there is no downtime in connection with soil transport operations.
The disposal containers shall be ISO type, dump trailers, or approved equal, constructed of sufficient metal, have watertight bodies and sealed tailgates equipped with positive locking devices and provisions for control of free liquids. No liquid shall leak from any part of the loaded container or New York University Underground Storage Tank Removal 3-4 Washington Square Village 02273 - 16 Underground Storage Tank Removal August 27, 2010
trailer. The Contractor shall furnish and install a metal or tarpaulin cover on each container immediately after the container is full. The cover shall be secured in an approved manner and shall remain in place until the container has reached the disposal facility. L. The Contractor shall be responsible for transportation safety. All vehicles shall be properly maintained, driven properly, follow all rules and regulations, observe all speed limits, etc. The on-site speed limit shall be five miles per hour. All vehicles shall be inspected before every trip as part of Contractor's preventive maintenance program. The Contractor shall inspect each vehicle to ensure that all doors, covers, etc. are secure and that no material can spill or otherwise be released or leak. Each vehicle shall bear, at a minimum, the name and phone number of the Contractor plainly visible on both cab doors. Each vehicle shall be uniquely numbered in lettering at least four inches high and shall be placarded in accordance with appropriate federal, state, local, and NYSDOT requirements (or other applicable transportation requirements). Likewise, each trailer or container shall be so labeled on both sides and the tailgate if possible. The Contractor shall submit a copy of the completed manifest and scale tickets for each container to document the proper transportation of disposed material to an approved permitted facility by permitted vehicles. No payments shall be made until copies have been furnished. All trucks leaving the site containing solid material for off-site disposal will be covered with tightfitting covers, and will be checked to ensure that the cargo is not leaking. Excavated soil supersaturated with water will be dried, dewatered or mixed with a drying compound (e.g. quick lime) prior to loading into a transport vehicle for off-site disposal. DECONTAMINATION OF EQUIPMENT AND MATERIALS All decontamination procedures for equipment and materials shall conform to the requirements of applicable USEPA and NYSDEC regulations, as appropriate. All recoverable equipment and materials which have been in contact with excavated soil shall be decontaminated prior to removal from the site. As used herein &quot;recoverable&quot; shall mean all items which are non-absorptive in nature and which can be successfully decontaminated. All items for which decontamination is difficult or uncertain shall be considered non-recoverable, as determined by the RE. Decontamination shall be completed within a specifically prepared Decontamination Area, preferably adjacent to the contaminated stockpile. A minimum 10mil plastic, non-porous barrier membrane of appropriate size shall be laid down under items being decontaminated. The side boundaries of the Decontamination Area shall be bermed to catch and hold rinse fluids and protect adjacent grade area. This barrier membrane and the rinse fluids shall be considered non-recoverable. Decontaminate recoverable Contractor-owned equipment and materials with pressurized steam. Do not utilize any detergent agents. Decontamination liquids shall be collected and pumped into USDOT containers/drums and disposed of properly. Deposit non-liquid non-recoverable materials into USDOT containers as directed by the RE and dispose off-site properly. Mark and placard drummed decontamination materials and place in the contaminated stockpile area. The waste shall be sampled and classified by the Contractor in accordance with the approved disposal facilities' requirements. Once classified and accepted by the approved facility in accordance with all federal, state, and local requirements, the Contractor shall provide the RE with a photocopy of any required manifests.
3.09 A. B.
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A. Upon approval by the RE, excavations shall be backfilled promptly with controlled fill. B. Controlled, imported fill shall be used to backfill the excavation to within 3 ft, 10 inches within preexcavation grade. C. Backfill shall be performed in accordance with the contract documents and Section 02200. END OF SECTION 02273
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