202Description

202.01 DESCRIPTION. This work consists of the removal or the

relocation of structures, facilities or obstructions, hereinafter referred to as “structures” from the project right -of-way unless specified otherwise. The removal of a structure from the project right -of-way is the razing, demolishing, and disposal of the structure after salvageable parts, components, and materials, as designated on the plans, have been recovered by the contractor. The relocation of a structure from the project right -of-way is its movement, reassembly, restoration, reconstruction, or equivalent replacement at a new location outside of, and adjacent to, the project right -of-way including all service connections, appurtenances, and accessories as directed. For the purposes of this section, remove structures and obstructions visible at the time of bid, including all related structures or as designated in the plans. Structures may include buildings, floor slabs, foundations, fuel tanks, septic tanks, fences, pipes, bridges, drainage structures, pavements, walks, curbs, abandoned pipelines and other similar facilities, or obstructions not designated or permitted to remain within the project right -of-way. This work also includes backfilling of resulting trenche s, holes, and pits. If structures or obstructions are encountered which differ materially from those ordinarily encountered, the provisions of 105.18 shall apply. Quality assurance requirements shall be as specified in the latest edition of the Department’s publication titled Application of Quality Assurance Specifications for Embankment and Base Course. Erosion control shall be in accordance with Section 204 .

202.02 GENERAL CONSTRUCTION REQUIREMENTS. Remove

and dispose of all portions of structures or obstructions on the right -of-way, except items for which other provisions have been made for removal or relocation. When specified, remove structures and appurtenances that extend beyond the right -of-way or that are entirely on private property. Remove specified salvageable material in sections which may be readily transported wit hout unnecessary damage. Stack salvageable material at specified storage areas. When no storage sites are specified, deliver Removing or Relocating Structures and Obstructions

202.01 DESCRIPTION. This work consists of the removal or the

relocation of structures, facilities or obstructions, hereinafter referred to as “structures” from the project right -of-way unless specified otherwise. The removal of a structure from the project right -of-way is the razing, demolishing, and disposal of the structure after salvageable parts, components, and materials, as designated on the plans, have been recovered by the contractor. The relocation of a structure from the project right -of-way is its movement, reassembly, restoration, reconstruction, or equivalent replacement at a new location outside of, and adjacent to, the project right -of-way including all service connections, appurtenances, and accessories as directed. For the purposes of this section, remove structures and obstructions visible at the time of bid, including all related structures or as designated in the plans. Structures may include buildings, floor slabs, foundations, fuel tanks, septic tanks, fences, pipes, bridges, drainage structures, pavements, walks, curbs, abandoned pipelines and other similar facilities, or obstructions not designated or permitted to remain within the project right -of-way. This work also includes backfilling of resulting trenche s, holes, and pits. If structures or obstructions are encountered which differ materially from those ordinarily encountered, the provisions of 105.18 shall apply. Quality assurance requirements shall be as specified in the latest edition of the Department’s publication titled Application of Quality Assurance Specifications for Embankment and Base Course. Erosion control shall be in accordance with Section 204 .

202.02 GENERAL CONSTRUCTION REQUIREMENTS. Remove

and dispose of all portions of structures or obstructions on the right -of-way, except items for which other provisions have been made for removal or relocation. When specified, remove structures and appurtenances that extend beyond the right -of-way or that are entirely on private property. Remove specified salvageable material in sections which may be readily transported wit hout unnecessary damage. Stack salvageable material at specified storage areas. When no storage sites are specified, deliver salvaged materials to the nearest DOTD maintenance unit. Dispose of materials not specified to be salvaged off the project right -of-way outside the view of the traveling public with written permission of the property owner on whose property the material is placed. Furnish copies of agreements (including rights of entry, etc.) With property owners to the engineer prior to beginning of work. The agreement must contain language holding the department harmless regarding any liabilities of the contractor or property owners. A certificate of release from the property owner will be required before final acceptance. Fill holes left by s tructure removal or the removal of materials associated with contaminated soils or sites by blading the area with surrounding soil or backfilling with soil complying with 203.06.1 . Compact to a condition similar to the surrounding soils or as directed. If any fuel storage tanks or other environmentally sensitive or contaminated sites are located during construction, stop construction activity in the immediate vicinity of the environmentally sensitive or contaminated site and notify the project engineer who in turn will notify the Department’s Materials and Testing Se ction immediately for guidance. Testing and clean - up by the contractor shall be coordinated with the Materials and Testing Section. The Department reserves the right to eliminate work items in accordance with 104.02 .4.

202.03 REMOVING STRUCTURES. Unsalvageable materials in a

structure designated for removal shall become the pro perty of the contractor and shall be removed and disposed of by the contractor. Demolish and remove appurtenances forming a part of a structure to be demolished, whether integral or not integral to the structure. Demolish and remove washhouses, garages, c isterns, and other buildings and appurtenances used in conjunction with a structure in the same manner as the structure. Remove existing yard fences, drives, walks, and shrubbery. The above are all considered part of the structure to be demolished and removed. Plug and seal all abandoned water wells in accordance with 202.06 . Demolishing of a structure, any part of which is used as a service station, shall include the removal of gasoline pumps, tanks, pipes, signs and other appurtenances. Remove underground fuel tanks in accordance with

202.05.2 Existing underground fuel tanks shall not be reused or used for

other purposes. salvaged materials to the nearest DOTD maintenance unit. Dispose of materials not specified to be salvaged off the project right -of-way outside the view of the traveling public with written permission of the property owner on whose property the material is placed. Furnish copies of agreements (including rights of entry, etc.) With property owners to the engineer prior to beginning of work. The agreement must contain language holding the department harmless regarding any liabilities of the contractor or property owners. A certificate of release from the property owner will be required before final acceptance. Fill holes left by s tructure removal or the removal of materials associated with contaminated soils or sites by blading the area with surrounding soil or backfilling with soil complying with 203.06.1 . Compact to a condition similar to the surrounding soils or as directed. If any fuel storage tanks or other environmentally sensitive or contaminated sites are located during construction, stop construction activity in the immediate vicinity of the environmentally sensitive or contaminated site and notify the project engineer who in turn will notify the Department’s Materials and Testing Se ction immediately for guidance. Testing and clean - up by the contractor shall be coordinated with the Materials and Testing Section. The Department reserves the right to eliminate work items in accordance with 104.02 .4.

202.03 REMOVING STRUCTURES. Unsalvageable materials in a

structure designated for removal shall become the pro perty of the contractor and shall be removed and disposed of by the contractor. Demolish and remove appurtenances forming a part of a structure to be demolished, whether integral or not integral to the structure. Demolish and remove washhouses, garages, c isterns, and other buildings and appurtenances used in conjunction with a structure in the same manner as the structure. Remove existing yard fences, drives, walks, and shrubbery. The above are all considered part of the structure to be demolished and removed. Plug and seal all abandoned water wells in accordance with 202.06 . Demolishing of a structure, any part of which is used as a service station, shall include the removal of gasoline pumps, tanks, pipes, signs and other appurtenances. Remove underground fuel tanks in accordance with

202.05.2 Existing underground fuel tanks shall not be reused or used for

other purposes. Remove and dispose of material in existing foundations, concrete or masonry floors, chimneys, and other appur tenances. Remove and dispose of cattle pens, cane derricks, cattle guards, or other such structures.

202.03.1 Pavement, Base Courses, Walks, and Curbs:

Dispose of pavements, stabilized or treated base courses, walks, curbs, and gutters, designated for removal as shown on the plans and as directed. When the existing shoulder underdrain at the pavement edge is to remain in place and in service but removal of the shoulder surfacing and base is required, do not damage the existing shoulder underdrains. Damaged shoulder underdrains shall be satisfactorily repaired at no direct pay.

202.03.2 Pipe : Remove and store pipe that is to be re -laid so that

there will be no loss or undue damage before relaying. Replace sections lost from storage or unduly damaged at no direct pa y. When specified, pipe not to be re -laid and considered usable shall be salvaged, cleaned of soils or other materials, stored and stacked.

202.03.3 Bridges and Drainage Structures: Bridges, including

approach slabs, and drainage structures in use by traffic sh all not be removed until satisfactory arrangements have been made to accommodate traffic. Unless otherwise directed or shown on the plans, remove substructures to natural stream bottom and those parts outside the stream to one foot below natural ground sur face. Remove existing structures within the limits of a new structure as necessary to accommodate construction of the new structure. Dismantle steel or wood bridges to be salvaged without unnecessary damage. Dismantling shall include stripping all hardwa re. Match -mark structural members before dismantling. Explosives, when used, shall be in accordance with 107.11 . Complete blasting or other operations necessary f or removal of an existing structure or obstruction, which may damage new construction, prior to placing the new work.

202.04 RELOCATING STRUCTURES. Place structures to be

relocated in their new locations as directed and restore to their original Remove and dispose of material in existing foundations, concrete or masonry floors, chimneys, and other appur tenances. Remove and dispose of cattle pens, cane derricks, cattle guards, or other such structures.

202.03.1 Pavement, Base Courses, Walks, and Curbs:

Dispose of pavements, stabilized or treated base courses, walks, curbs, and gutters, designated for removal as shown on the plans and as directed. When the existing shoulder underdrain at the pavement edge is to remain in place and in service but removal of the shoulder surfacing and base is required, do not damage the existing shoulder underdrains. Damaged shoulder underdrains shall be satisfactorily repaired at no direct pay.

202.03.2 Pipe : Remove and store pipe that is to be re -laid so that

there will be no loss or undue damage before relaying. Replace sections lost from storage or unduly damaged at no direct pa y. When specified, pipe not to be re -laid and considered usable shall be salvaged, cleaned of soils or other materials, stored and stacked.

202.03.3 Bridges and Drainage Structures: Bridges, including

approach slabs, and drainage structures in use by traffic sh all not be removed until satisfactory arrangements have been made to accommodate traffic. Unless otherwise directed or shown on the plans, remove substructures to natural stream bottom and those parts outside the stream to one foot below natural ground sur face. Remove existing structures within the limits of a new structure as necessary to accommodate construction of the new structure. Dismantle steel or wood bridges to be salvaged without unnecessary damage. Dismantling shall include stripping all hardwa re. Match -mark structural members before dismantling. Explosives, when used, shall be in accordance with 107.11 . Complete blasting or other operations necessary f or removal of an existing structure or obstruction, which may damage new construction, prior to placing the new work.

202.04 RELOCATING STRUCTURES. Place structures to be

relocated in their new locations as directed and restore to their original Remove and dispose of material in existing foundations, concrete or masonry floors, chimneys, and other appur tenances. Remove and dispose of cattle pens, cane derricks, cattle guards, or other such structures.

202.03.1 Pavement, Base Courses, Walks, and Curbs:

Dispose of pavements, stabilized or treated base courses, walks, curbs, and gutters, designated for removal as shown on the plans and as directed. When the existing shoulder underdrain at the pavement edge is to remain in place and in service but removal of the shoulder surfacing and base is required, do not damage the existing shoulder underdrains. Damaged shoulder underdrains shall be satisfactorily repaired at no direct pay.

202.03.2 Pipe : Remove and store pipe that is to be re -laid so that

there will be no loss or undue damage before relaying. Replace sections lost from storage or unduly damaged at no direct pa y. When specified, pipe not to be re -laid and considered usable shall be salvaged, cleaned of soils or other materials, stored and stacked.

202.03.3 Bridges and Drainage Structures: Bridges, including

approach slabs, and drainage structures in use by traffic sh all not be removed until satisfactory arrangements have been made to accommodate traffic. Unless otherwise directed or shown on the plans, remove substructures to natural stream bottom and those parts outside the stream to one foot below natural ground sur face. Remove existing structures within the limits of a new structure as necessary to accommodate construction of the new structure. Dismantle steel or wood bridges to be salvaged without unnecessary damage. Dismantling shall include stripping all hardwa re. Match -mark structural members before dismantling. Explosives, when used, shall be in accordance with 107.11 . Complete blasting or other operations necessary f or removal of an existing structure or obstruction, which may damage new construction, prior to placing the new work.

202.04 RELOCATING STRUCTURES. Place structures to be

relocated in their new locations as directed and restore to their original Remove and dispose of material in existing foundations, concrete or masonry floors, chimneys, and other appur tenances. Remove and dispose of cattle pens, cane derricks, cattle guards, or other such structures.

202.03.1 Pavement, Base Courses, Walks, and Curbs:

Dispose of pavements, stabilized or treated base courses, walks, curbs, and gutters, designated for removal as shown on the plans and as directed. When the existing shoulder underdrain at the pavement edge is to remain in place and in service but removal of the shoulder surfacing and base is required, do not damage the existing shoulder underdrains. Damaged shoulder underdrains shall be satisfactorily repaired at no direct pay.

202.03.2 Pipe : Remove and store pipe that is to be re -laid so that

there will be no loss or undue damage before relaying. Replace sections lost from storage or unduly damaged at no direct pa y. When specified, pipe not to be re -laid and considered usable shall be salvaged, cleaned of soils or other materials, stored and stacked.

202.03.3 Bridges and Drainage Structures: Bridges, including

approach slabs, and drainage structures in use by traffic sh all not be removed until satisfactory arrangements have been made to accommodate traffic. Unless otherwise directed or shown on the plans, remove substructures to natural stream bottom and those parts outside the stream to one foot below natural ground sur face. Remove existing structures within the limits of a new structure as necessary to accommodate construction of the new structure. Dismantle steel or wood bridges to be salvaged without unnecessary damage. Dismantling shall include stripping all hardwa re. Match -mark structural members before dismantling. Explosives, when used, shall be in accordance with 107.11 . Complete blasting or other operations necessary f or removal of an existing structure or obstruction, which may damage new construction, prior to placing the new work.

202.04 RELOCATING STRUCTURES. Place structures to be

relocated in their new locations as directed and restore to their original Remove and dispose of material in existing foundations, concrete or masonry floors, chimneys, and other appur tenances. Remove and dispose of cattle pens, cane derricks, cattle guards, or other such structures.

202.03.1 Pavement, Base Courses, Walks, and Curbs:

Dispose of pavements, stabilized or treated base courses, walks, curbs, and gutters, designated for removal as shown on the plans and as directed. When the existing shoulder underdrain at the pavement edge is to remain in place and in service but removal of the shoulder surfacing and base is required, do not damage the existing shoulder underdrains. Damaged shoulder underdrains shall be satisfactorily repaired at no direct pay.

202.03.2 Pipe : Remove and store pipe that is to be re -laid so that

there will be no loss or undue damage before relaying. Replace sections lost from storage or unduly damaged at no direct pa y. When specified, pipe not to be re -laid and considered usable shall be salvaged, cleaned of soils or other materials, stored and stacked.

202.03.3 Bridges and Drainage Structures: Bridges, including

approach slabs, and drainage structures in use by traffic sh all not be removed until satisfactory arrangements have been made to accommodate traffic. Unless otherwise directed or shown on the plans, remove substructures to natural stream bottom and those parts outside the stream to one foot below natural ground sur face. Remove existing structures within the limits of a new structure as necessary to accommodate construction of the new structure. Dismantle steel or wood bridges to be salvaged without unnecessary damage. Dismantling shall include stripping all hardwa re. Match -mark structural members before dismantling. Explosives, when used, shall be in accordance with 107.11 . Complete blasting or other operations necessary f or removal of an existing structure or obstruction, which may damage new construction, prior to placing the new work.

202.04 RELOCATING STRUCTURES. Place structures to be

relocated in their new locations as directed and restore to their original condition. Place structures to be relocated on foundations of the same type and character as the original foundations. Relocate appurtenances forming a part of a structure to be relocated, whether integral or not integral to the structure, in the same manner as the structure. Relocate or replace appurtenances associated with the structure as directed with appurtenances of the same size, type, and character as existed before the structure was relocated. Disconnect sanitary sewers, water, gas, electric, television cabl e, and telephone service lines connected to structures being relocated and reconnect as quickly as possible. The contractor shall be responsible for all notices to public utility companies and for all fees charged by them. Relocate existing yard fences, drives, and walks; extend same as necessary. Remove and replant existing shrubbery at new locations as designated. All of the above shall be considered as appurtenances not integral to the structures to be removed and relocated. Remove material in existi ng foundations, concrete or masonry floors, chimneys and other appurtenances, when not used in reconstruction of appurtenances, and dispose of in accordance with 202.02 . Furnish new material required in performing any of these operations at no direct pay. Relocate contents of structures with the structure to its new site. When not feasible to relocate structures with contents therein, remove the contents from the s tructure at its original location and properly store and replace in the relocated structure without damage or loss to contents. Relocate cattle pens, cane derricks, cattle guards, or other such structures on or beyond the right -of-way line as directed. Us e materials in structures suitable for reuse in their reconstruction. Furnish new materials similar in kind to that in place at no direct pay, including foundations. Prior to removal of butane or propane gas tanks, obtain the written approval of the Louis iana Liquefied Petroleum Gas Commission. Do not use or reuse existing underground butane or propane gas tanks for other purposes. The Department will reimburse the contractor for the cost of the new tank when the contractor presents the original receipte d bill. Furnish the engineer a Certificate of Release from each property owner; in case of separate ownerships of structure and property, furnish a Certificate of Release from each owner. This certificate shall state that the relocated structures are in a n acceptable condition and that said owner waives all claims for damages to the property and structures relocated. When a Certificate of Release cannot be secured from the property owner, submit to the engineer a notarized letter documenting the inability to obtain the release.

202.05 Removing Environmentally Sensitive

MATERIALS. When removal or remediation of any environmentally sensitive or contaminated sites is required during construction, coordinate construction operations through the materials and testi ng section. If failure to follow the guidelines of the materials and testing section subsequently causes or increases harm or damage to the environment, then all resulting fines and clean -up costs shall be the responsibility of the contractor.

202.05.1 Asbestos: When information is available, the Department

will indicate on the plans which structures contain friable or non -friable asbestos. When a structure is identified on the plans or discovered on the project to contain asbestos and will be demolished or ren ovated, contact the Materials and Testing Section to coordinate disposal prior to commencing asbestos removal. Use a certified asbestos abatement contractor for proper removal and disposal. All applicable requirements for proper handling of asbestos mate rial shall then be followed by the contractor for the continued removal of the asbestos containing material. Notify the Department of Environmental Quality (DEQ), Air Quality Division through the use of the proper notification form, DEQ AAC2, at least 10 calendar days prior to initiation of demolition or renovation of structure(s). The contractor shall maintain and furnish to the engineer, all records pertaining to the disposal of the asbestos containing material, either as non -friable or friable asbestos , within 21 calendar days of the material being removed from the site for disposal. Asbestos -containing materials in structures that are removed or relocated without disturbing asbestos will not be abated. Provide a Certificate of Release to the engineer.

202.05.1 1 Non-Friable Asbestos: When a structure contains

non-friable asbestos, carefully remove the asbestos without excessive breakage or crushing before demolition or renovation of the structure. Dispose of the non -friable asbestos material at an approved industrial landfill.

202.05.1 2 Friable Asbestos: When a structure contains friable

asbestos, request that DEQ provide a confirmation letter with an Asbestos Disposal Verification Form (ADVF). Complete the ADVF within 90 calendar days from the date of issue. Onl y contractors or subcontractors certified by DEQ as Asbestos Abatement Entities shall remove friable asbestos from structures. Remove the asbestos before structure demolition or renovation. Perform friable asbestos removal, handling, and disposal in accordance with the latest requirements for asbestos abatement of the DEQ

202.05 Removing Environmentally Sensitive

MATERIALS. When removal or remediation of any environmentally sensitive or contaminated sites is required during construction, coordinate construction operations through the materials and testi ng section. If failure to follow the guidelines of the materials and testing section subsequently causes or increases harm or damage to the environment, then all resulting fines and clean -up costs shall be the responsibility of the contractor.

202.05.1 Asbestos: When information is available, the Department

will indicate on the plans which structures contain friable or non -friable asbestos. When a structure is identified on the plans or discovered on the project to contain asbestos and will be demolished or ren ovated, contact the Materials and Testing Section to coordinate disposal prior to commencing asbestos removal. Use a certified asbestos abatement contractor for proper removal and disposal. All applicable requirements for proper handling of asbestos mate rial shall then be followed by the contractor for the continued removal of the asbestos containing material. Notify the Department of Environmental Quality (DEQ), Air Quality Division through the use of the proper notification form, DEQ AAC2, at least 10 calendar days prior to initiation of demolition or renovation of structure(s). The contractor shall maintain and furnish to the engineer, all records pertaining to the disposal of the asbestos containing material, either as non -friable or friable asbestos , within 21 calendar days of the material being removed from the site for disposal. Asbestos -containing materials in structures that are removed or relocated without disturbing asbestos will not be abated. Provide a Certificate of Release to the engineer.

202.05.1 1 Non-Friable Asbestos: When a structure contains

non-friable asbestos, carefully remove the asbestos without excessive breakage or crushing before demolition or renovation of the structure. Dispose of the non -friable asbestos material at an approved industrial landfill.

202.05.1 2 Friable Asbestos: When a structure contains friable

asbestos, request that DEQ provide a confirmation letter with an Asbestos Disposal Verification Form (ADVF). Complete the ADVF within 90 calendar days from the date of issue. Onl y contractors or subcontractors certified by DEQ as Asbestos Abatement Entities shall remove friable asbestos from structures. Remove the asbestos before structure demolition or renovation. Perform friable asbestos removal, handling, and disposal in accordance with the latest requirements for asbestos abatement of the DEQ

202.05 Removing Environmentally Sensitive

MATERIALS. When removal or remediation of any environmentally sensitive or contaminated sites is required during construction, coordinate construction operations through the materials and testi ng section. If failure to follow the guidelines of the materials and testing section subsequently causes or increases harm or damage to the environment, then all resulting fines and clean -up costs shall be the responsibility of the contractor.

202.05.1 Asbestos: When information is available, the Department

will indicate on the plans which structures contain friable or non -friable asbestos. When a structure is identified on the plans or discovered on the project to contain asbestos and will be demolished or ren ovated, contact the Materials and Testing Section to coordinate disposal prior to commencing asbestos removal. Use a certified asbestos abatement contractor for proper removal and disposal. All applicable requirements for proper handling of asbestos mate rial shall then be followed by the contractor for the continued removal of the asbestos containing material. Notify the Department of Environmental Quality (DEQ), Air Quality Division through the use of the proper notification form, DEQ AAC2, at least 10 calendar days prior to initiation of demolition or renovation of structure(s). The contractor shall maintain and furnish to the engineer, all records pertaining to the disposal of the asbestos containing material, either as non -friable or friable asbestos , within 21 calendar days of the material being removed from the site for disposal. Asbestos -containing materials in structures that are removed or relocated without disturbing asbestos will not be abated. Provide a Certificate of Release to the engineer.

202.05.1 1 Non-Friable Asbestos: When a structure contains

non-friable asbestos, carefully remove the asbestos without excessive breakage or crushing before demolition or renovation of the structure. Dispose of the non -friable asbestos material at an approved industrial landfill.

202.05.1 2 Friable Asbestos: When a structure contains friable

asbestos, request that DEQ provide a confirmation letter with an Asbestos Disposal Verification Form (ADVF). Complete the ADVF within 90 calendar days from the date of issue. Onl y contractors or subcontractors certified by DEQ as Asbestos Abatement Entities shall remove friable asbestos from structures. Remove the asbestos before structure demolition or renovation. Perform friable asbestos removal, handling, and disposal in accordance with the latest requirements for asbestos abatement of the DEQ

202.05 Removing Environmentally Sensitive

MATERIALS. When removal or remediation of any environmentally sensitive or contaminated sites is required during construction, coordinate construction operations through the materials and testi ng section. If failure to follow the guidelines of the materials and testing section subsequently causes or increases harm or damage to the environment, then all resulting fines and clean -up costs shall be the responsibility of the contractor.

202.05.1 Asbestos: When information is available, the Department

will indicate on the plans which structures contain friable or non -friable asbestos. When a structure is identified on the plans or discovered on the project to contain asbestos and will be demolished or ren ovated, contact the Materials and Testing Section to coordinate disposal prior to commencing asbestos removal. Use a certified asbestos abatement contractor for proper removal and disposal. All applicable requirements for proper handling of asbestos mate rial shall then be followed by the contractor for the continued removal of the asbestos containing material. Notify the Department of Environmental Quality (DEQ), Air Quality Division through the use of the proper notification form, DEQ AAC2, at least 10 calendar days prior to initiation of demolition or renovation of structure(s). The contractor shall maintain and furnish to the engineer, all records pertaining to the disposal of the asbestos containing material, either as non -friable or friable asbestos , within 21 calendar days of the material being removed from the site for disposal. Asbestos -containing materials in structures that are removed or relocated without disturbing asbestos will not be abated. Provide a Certificate of Release to the engineer.

202.05.1 1 Non-Friable Asbestos: When a structure contains

non-friable asbestos, carefully remove the asbestos without excessive breakage or crushing before demolition or renovation of the structure. Dispose of the non -friable asbestos material at an approved industrial landfill.

202.05.1 2 Friable Asbestos: When a structure contains friable

asbestos, request that DEQ provide a confirmation letter with an Asbestos Disposal Verification Form (ADVF). Complete the ADVF within 90 calendar days from the date of issue. Onl y contractors or subcontractors certified by DEQ as Asbestos Abatement Entities shall remove friable asbestos from structures. Remove the asbestos before structure demolition or renovation. Perform friable asbestos removal, handling, and disposal in accordance with the latest requirements for asbestos abatement of the DEQ

202.05 Removing Environmentally Sensitive

MATERIALS. When removal or remediation of any environmentally sensitive or contaminated sites is required during construction, coordinate construction operations through the materials and testi ng section. If failure to follow the guidelines of the materials and testing section subsequently causes or increases harm or damage to the environment, then all resulting fines and clean -up costs shall be the responsibility of the contractor.

202.05.1 Asbestos: When information is available, the Department

will indicate on the plans which structures contain friable or non -friable asbestos. When a structure is identified on the plans or discovered on the project to contain asbestos and will be demolished or ren ovated, contact the Materials and Testing Section to coordinate disposal prior to commencing asbestos removal. Use a certified asbestos abatement contractor for proper removal and disposal. All applicable requirements for proper handling of asbestos mate rial shall then be followed by the contractor for the continued removal of the asbestos containing material. Notify the Department of Environmental Quality (DEQ), Air Quality Division through the use of the proper notification form, DEQ AAC2, at least 10 calendar days prior to initiation of demolition or renovation of structure(s). The contractor shall maintain and furnish to the engineer, all records pertaining to the disposal of the asbestos containing material, either as non -friable or friable asbestos , within 21 calendar days of the material being removed from the site for disposal. Asbestos -containing materials in structures that are removed or relocated without disturbing asbestos will not be abated. Provide a Certificate of Release to the engineer.

202.05.1 1 Non-Friable Asbestos: When a structure contains

non-friable asbestos, carefully remove the asbestos without excessive breakage or crushing before demolition or renovation of the structure. Dispose of the non -friable asbestos material at an approved industrial landfill.

202.05.1 2 Friable Asbestos: When a structure contains friable

asbestos, request that DEQ provide a confirmation letter with an Asbestos Disposal Verification Form (ADVF). Complete the ADVF within 90 calendar days from the date of issue. Onl y contractors or subcontractors certified by DEQ as Asbestos Abatement Entities shall remove friable asbestos from structures. Remove the asbestos before structure demolition or renovation. Perform friable asbestos removal, handling, and disposal in accordance with the latest requirements for asbestos abatement of the DEQ Air Quality Division. Maintain, and furnish to the engineer within 21 calendar days, Chain of Custody verification records for the friable asbestos from the work site to the disposal sit e. These records will become part of the permanent project records.

202.05.2 Underground Fuel Tanks: Before removal, underground

fuel tanks will be registered with the DEQ by the DOTD Materials and Testing Section as abandoned underground storage tanks. The co ntractor shall notify the project engineer in writing at least 45 calendar days prior to removal of tanks. Upon receipt of the contractor’s notification, the engineer will immediately notify the Materials and Testing Section. All site activities, includi ng the collection of closure samples and tank removal, as defined in the latest DEQ Underground Storage Tank (UST) regulations, shall be performed by a DEQ approved contractor. Submit closure test results, all documentation, and all necessary forms to the Materials and Testing Section to be approved and forwarded to DEQ. The contractor and/or the certified UST subcontractor shall note that all contact and/or coordination with the DEQ is to be the responsibility of the Materials and Testing Section. Take a ll necessary precautions to prevent the infiltration of water into tanks and tank excavations during the work. During routine site closure, the removal, transportation, and disposal of tanks, and the handling of contaminated soil and contaminated fluid, sh all be in accordance with all local, state, and federal laws and regulations. Limits of excavation and quantities of contaminated soil and contaminated fluid to be removed, transported, and disposed shall be as specified or as directed. When underground storage tanks (UST) have been filled with concrete, sand, or other such material and are designated on the plans for removal, the contractor or certified UST subcontractor shall remove, transport and dispose of such tanks in accordance with the recommendat ions of the American Petroleum Institute (API) and the requirements of the Louisiana Department of Environmental Quality (DEQ) or other regulatory agency of jurisdiction. When such UST are discovered during construction, stop construction activity in the immediate vicinity of the UST and notify the project engineer in accordance with this subsection. The DOTD Materials and Testing Section will verify the closure status of such filled UST discovered during construction prior to any UST site activity by the contractor or certified UST subcontractor. The contractor or certified UST subcontractor shall collect and submit for laboratory analysis+x a Air Quality Division. Maintain, and furnish to the engineer within 21 calendar days, Chain of Custody verification records for the friable asbestos from the work site to the disposal sit e. These records will become part of the permanent project records.

202.05.2 Underground Fuel Tanks: Before removal, underground

fuel tanks will be registered with the DEQ by the DOTD Materials and Testing Section as abandoned underground storage tanks. The co ntractor shall notify the project engineer in writing at least 45 calendar days prior to removal of tanks. Upon receipt of the contractor’s notification, the engineer will immediately notify the Materials and Testing Section. All site activities, includi ng the collection of closure samples and tank removal, as defined in the latest DEQ Underground Storage Tank (UST) regulations, shall be performed by a DEQ approved contractor. Submit closure test results, all documentation, and all necessary forms to the Materials and Testing Section to be approved and forwarded to DEQ. The contractor and/or the certified UST subcontractor shall note that all contact and/or coordination with the DEQ is to be the responsibility of the Materials and Testing Section. Take a ll necessary precautions to prevent the infiltration of water into tanks and tank excavations during the work. During routine site closure, the removal, transportation, and disposal of tanks, and the handling of contaminated soil and contaminated fluid, sh all be in accordance with all local, state, and federal laws and regulations. Limits of excavation and quantities of contaminated soil and contaminated fluid to be removed, transported, and disposed shall be as specified or as directed. When underground storage tanks (UST) have been filled with concrete, sand, or other such material and are designated on the plans for removal, the contractor or certified UST subcontractor shall remove, transport and dispose of such tanks in accordance with the recommendat ions of the American Petroleum Institute (API) and the requirements of the Louisiana Department of Environmental Quality (DEQ) or other regulatory agency of jurisdiction. When such UST are discovered during construction, stop construction activity in the immediate vicinity of the UST and notify the project engineer in accordance with this subsection. The DOTD Materials and Testing Section will verify the closure status of such filled UST discovered during construction prior to any UST site activity by the contractor or certified UST subcontractor. The contractor or certified UST subcontractor shall collect and submit for laboratory analysis+x a representative sample of non -solidified fill material within the storage tank for landfill acceptance. The resu lts of the laboratory analysis shall be used to determine the disposition of the UST fill material. Provide a copy of all laboratory analyses to the Department’s Materials and Testing Section for verification prior to profiling materials for landfill acce ptance.

202.05.3 Contaminated Soils: Soil in areas of underground fuel

tanks or other areas contaminated with petroleum products or other identified toxic materials at levels above the regulatory limits and is non - protective of groundwater shall be excavated as shown on the plans or as directed. Determination of groundwater protection shall be through the use of the Synthetic Precipitation Leachate Procedure (SPLP) or as directed by the Materials and Testing Section. Remove the overburden above the contaminated soil to the dimensions shown on the plans or as directed. Also, excavate the contaminated soil at the locations shown on the plans or as directed. Contaminated soil determined to be protective of groundwater, through the use of the SPLP, shall be excavat ed by the contractor and placed in the roadbed when the soil is determined to be “suitable soil” by the engineer, and when the volume of soil is within quantities specified on the plans. No additional cover of the contaminated soil, other than the specifi ed paved surfaces courses, will be required in the roadbed. All remaining contaminated soil determined to be protective of groundwater, but not used in the roadbed, shall be placed in other embankment areas within the limits of the project. Contaminated so il placed in other embankment areas shall be covered with 2 feet of compacted soil by the contractor in accordance with Section 203. Final grade shall be maintain ed in accordance with the plans. Load the contaminated soil determined not to be protective of groundwater into approved hauling vehicles and dispose of in a site approved by the DEQ. Furnish the engineer, within 21 calendar days, Chain of Custody verifi cation records for the contaminated soil. The Materials and Testing Section will verify that all contaminated soil has been removed. While the excavation is open, construct and maintain a soil berm around the excavation to prevent surface water runoff fro m entering the excavation. The removed overburden may be used to construct the berm and backfill the excavation. Removal and disposal of contaminated soils will be in accordance with all local, state, and federal laws and regulations. representative sample of non -solidified fill material within the storage tank for landfill acceptance. The resu lts of the laboratory analysis shall be used to determine the disposition of the UST fill material. Provide a copy of all laboratory analyses to the Department’s Materials and Testing Section for verification prior to profiling materials for landfill acce ptance.

202.05.3 Contaminated Soils: Soil in areas of underground fuel

tanks or other areas contaminated with petroleum products or other identified toxic materials at levels above the regulatory limits and is non - protective of groundwater shall be excavated as shown on the plans or as directed. Determination of groundwater protection shall be through the use of the Synthetic Precipitation Leachate Procedure (SPLP) or as directed by the Materials and Testing Section. Remove the overburden above the contaminated soil to the dimensions shown on the plans or as directed. Also, excavate the contaminated soil at the locations shown on the plans or as directed. Contaminated soil determined to be protective of groundwater, through the use of the SPLP, shall be excavat ed by the contractor and placed in the roadbed when the soil is determined to be “suitable soil” by the engineer, and when the volume of soil is within quantities specified on the plans. No additional cover of the contaminated soil, other than the specifi ed paved surfaces courses, will be required in the roadbed. All remaining contaminated soil determined to be protective of groundwater, but not used in the roadbed, shall be placed in other embankment areas within the limits of the project. Contaminated so il placed in other embankment areas shall be covered with 2 feet of compacted soil by the contractor in accordance with Section 203. Final grade shall be maintain ed in accordance with the plans. Load the contaminated soil determined not to be protective of groundwater into approved hauling vehicles and dispose of in a site approved by the DEQ. Furnish the engineer, within 21 calendar days, Chain of Custody verifi cation records for the contaminated soil. The Materials and Testing Section will verify that all contaminated soil has been removed. While the excavation is open, construct and maintain a soil berm around the excavation to prevent surface water runoff fro m entering the excavation. The removed overburden may be used to construct the berm and backfill the excavation. Removal and disposal of contaminated soils will be in accordance with all local, state, and federal laws and regulations.

202.05.4 Contaminated Fluids: Remove and dispose of

contaminated fluid, in underground fuel tanks, in areas of underground fuel tanks, or other areas as shown on the plans or as directed. The Department will determine the quantity of contaminated fluid to be removed. Pump the conta minated fluid into approved hauling vehicles. Remove contaminated fluid from underground fuel tanks before tank removal. Dispose or recycle of contaminated fluid in a site approved by the Department of Environmental Quality. Furnish the engineer, within 21 calendar days, Chain of Custody verification records for the contaminated fluid. The Department will verify the removal of the contaminated fluid. Removal and disposal of contaminated fluids will be in accordance with all local, state, and federal laws and regulations.

202.05.5 Paint Containing Lead or Other Hazardous Materials

on Metal Surfaces: Remove steel members of structures protected by paint containing lead or other hazardous materials as shown on the plans or as discovered in the field and prepare for transport in accordance with Section 107 . Prior to removal, transport, treatment, or disposal of any steel members, submit the following to the engineer:

202.05.4 Contaminated Fluids: Remove and dispose of

contaminated fluid, in underground fuel tanks, in areas of underground fuel tanks, or other areas as shown on the plans or as directed. The Department will determine the quantity of contaminated fluid to be removed. Pump the conta minated fluid into approved hauling vehicles. Remove contaminated fluid from underground fuel tanks before tank removal. Dispose or recycle of contaminated fluid in a site approved by the Department of Environmental Quality. Furnish the engineer, within 21 calendar days, Chain of Custody verification records for the contaminated fluid. The Department will verify the removal of the contaminated fluid. Removal and disposal of contaminated fluids will be in accordance with all local, state, and federal laws and regulations.

202.05.5 Paint Containing Lead or Other Hazardous Materials

on Metal Surfaces: Remove steel members of structures protected by paint containing lead or other hazardous materials as shown on the plans or as discovered in the field and prepare for transport in accordance with Section 107 . Prior to removal, transport, treatment, or disposal of any steel members, submit the following to the engineer:

202.05.4 Contaminated Fluids: Remove and dispose of

contaminated fluid, in underground fuel tanks, in areas of underground fuel tanks, or other areas as shown on the plans or as directed. The Department will determine the quantity of contaminated fluid to be removed. Pump the conta minated fluid into approved hauling vehicles. Remove contaminated fluid from underground fuel tanks before tank removal. Dispose or recycle of contaminated fluid in a site approved by the Department of Environmental Quality. Furnish the engineer, within 21 calendar days, Chain of Custody verification records for the contaminated fluid. The Department will verify the removal of the contaminated fluid. Removal and disposal of contaminated fluids will be in accordance with all local, state, and federal laws and regulations.

202.05.5 Paint Containing Lead or Other Hazardous Materials

on Metal Surfaces: Remove steel members of structures protected by paint containing lead or other hazardous materials as shown on the plans or as discovered in the field and prepare for transport in accordance with Section 107 . Prior to removal, transport, treatment, or disposal of any steel members, submit the following to the engineer:

202.05.6 Treated Timber: Remove creosoted and other treated

timber or lumber shown on the plans or discovered in the field; and prepare for transport by methods approved by the Department. Dispose of all materials that are not designated to be salvaged by the Department or salvaged by the contractor in an appropriate landfill. Provide Certificates of Disposal, Chain of Custody forms, or other applicable documents within 21 calendar days following each shipment.

202.05.7 Universal Wastes: Universal wastes are hazardous wastes

defined in LAC Title 33, Part V, Chapter 38, Section 3813 to include batteries, pesticides, thermostats, lamps and antifreeze. Universal wastes shall be removed in accordance with the plans and shall be stored and prepared for transport as specified in LAC Title 33, Part V, Chapter 38 and herein. Inform all employees who handle universal wastes of the proper handling and emergency procedures appropriate to the type of waste.

202.05.8 Other Regulated Materials (ORM ): Items for removal

under this subsection are defi ned as any material not considered in the above subsections and may be disposed of as a solid waste in the appropriate solid waste landfill. Such materials may include asphalt shingles, noninfectious medical waste, etc. not covered in other items.

202.06 Pluggi Ng Or Relocating Existing Water Wells.

Plug and seal all abandoned water wells at the locations shown on the plans, or as directed by the engineer, in accordance with the W ater Well Rules, Regulations, and Standards, State of Louisiana. This document is available at the department of transportation and development, water resources section. Water well abandonment must be accomplished by a DOTD licensed water well contractor. Relocated water wells shall Transport all steel members or hazardous material in accordance with all federal, state, and local laws. Provide Certificates of Disposal, Chain of Custody forms, or other applicable documents within 21 calendar days following each shipment.

202.05.6 Treated Timber: Remove creosoted and other treated

timber or lumber shown on the plans or discovered in the field; and prepare for transport by methods approved by the Department. Dispose of all materials that are not designated to be salvaged by the Department or salvaged by the contractor in an appropriate landfill. Provide Certificates of Disposal, Chain of Custody forms, or other applicable documents within 21 calendar days following each shipment.

202.05.7 Universal Wastes: Universal wastes are hazardous wastes

defined in LAC Title 33, Part V, Chapter 38, Section 3813 to include batteries, pesticides, thermostats, lamps and antifreeze. Universal wastes shall be removed in accordance with the plans and shall be stored and prepared for transport as specified in LAC Title 33, Part V, Chapter 38 and herein. Inform all employees who handle universal wastes of the proper handling and emergency procedures appropriate to the type of waste.

202.05.8 Other Regulated Materials (ORM ): Items for removal

under this subsection are defi ned as any material not considered in the above subsections and may be disposed of as a solid waste in the appropriate solid waste landfill. Such materials may include asphalt shingles, noninfectious medical waste, etc. not covered in other items.

202.06 Pluggi Ng Or Relocating Existing Water Wells.

Plug and seal all abandoned water wells at the locations shown on the plans, or as directed by the engineer, in accordance with the W ater Well Rules, Regulations, and Standards, State of Louisiana. This document is available at the department of transportation and development, water resources section. Water well abandonment must be accomplished by a DOTD licensed water well contractor. Relocated water wells shall Transport all steel members or hazardous material in accordance with all federal, state, and local laws. Provide Certificates of Disposal, Chain of Custody forms, or other applicable documents within 21 calendar days following each shipment.

202.05.6 Treated Timber: Remove creosoted and other treated

timber or lumber shown on the plans or discovered in the field; and prepare for transport by methods approved by the Department. Dispose of all materials that are not designated to be salvaged by the Department or salvaged by the contractor in an appropriate landfill. Provide Certificates of Disposal, Chain of Custody forms, or other applicable documents within 21 calendar days following each shipment.

202.05.7 Universal Wastes: Universal wastes are hazardous wastes

defined in LAC Title 33, Part V, Chapter 38, Section 3813 to include batteries, pesticides, thermostats, lamps and antifreeze. Universal wastes shall be removed in accordance with the plans and shall be stored and prepared for transport as specified in LAC Title 33, Part V, Chapter 38 and herein. Inform all employees who handle universal wastes of the proper handling and emergency procedures appropriate to the type of waste.

202.05.8 Other Regulated Materials (ORM ): Items for removal

under this subsection are defi ned as any material not considered in the above subsections and may be disposed of as a solid waste in the appropriate solid waste landfill. Such materials may include asphalt shingles, noninfectious medical waste, etc. not covered in other items.

202.06 Pluggi Ng Or Relocating Existing Water Wells.

Plug and seal all abandoned water wells at the locations shown on the plans, or as directed by the engineer, in accordance with the W ater Well Rules, Regulations, and Standards, State of Louisiana. This document is available at the department of transportation and development, water resources section. Water well abandonment must be accomplished by a DOTD licensed water well contractor. Relocated water wells shall Transport all steel members or hazardous material in accordance with all federal, state, and local laws. Provide Certificates of Disposal, Chain of Custody forms, or other applicable documents within 21 calendar days following each shipment.

202.05.6 Treated Timber: Remove creosoted and other treated

timber or lumber shown on the plans or discovered in the field; and prepare for transport by methods approved by the Department. Dispose of all materials that are not designated to be salvaged by the Department or salvaged by the contractor in an appropriate landfill. Provide Certificates of Disposal, Chain of Custody forms, or other applicable documents within 21 calendar days following each shipment.

202.05.7 Universal Wastes: Universal wastes are hazardous wastes

defined in LAC Title 33, Part V, Chapter 38, Section 3813 to include batteries, pesticides, thermostats, lamps and antifreeze. Universal wastes shall be removed in accordance with the plans and shall be stored and prepared for transport as specified in LAC Title 33, Part V, Chapter 38 and herein. Inform all employees who handle universal wastes of the proper handling and emergency procedures appropriate to the type of waste.

202.05.8 Other Regulated Materials (ORM ): Items for removal

under this subsection are defi ned as any material not considered in the above subsections and may be disposed of as a solid waste in the appropriate solid waste landfill. Such materials may include asphalt shingles, noninfectious medical waste, etc. not covered in other items.

202.06 Pluggi Ng Or Relocating Existing Water Wells.

Plug and seal all abandoned water wells at the locations shown on the plans, or as directed by the engineer, in accordance with the W ater Well Rules, Regulations, and Standards, State of Louisiana. This document is available at the department of transportation and development, water resources section. Water well abandonment must be accomplished by a DOTD licensed water well contractor. Relocated water wells shall Transport all steel members or hazardous material in accordance with all federal, state, and local laws. Provide Certificates of Disposal, Chain of Custody forms, or other applicable documents within 21 calendar days following each shipment.

202.05.6 Treated Timber: Remove creosoted and other treated

timber or lumber shown on the plans or discovered in the field; and prepare for transport by methods approved by the Department. Dispose of all materials that are not designated to be salvaged by the Department or salvaged by the contractor in an appropriate landfill. Provide Certificates of Disposal, Chain of Custody forms, or other applicable documents within 21 calendar days following each shipment.

202.05.7 Universal Wastes: Universal wastes are hazardous wastes

defined in LAC Title 33, Part V, Chapter 38, Section 3813 to include batteries, pesticides, thermostats, lamps and antifreeze. Universal wastes shall be removed in accordance with the plans and shall be stored and prepared for transport as specified in LAC Title 33, Part V, Chapter 38 and herein. Inform all employees who handle universal wastes of the proper handling and emergency procedures appropriate to the type of waste.

202.05.8 Other Regulated Materials (ORM ): Items for removal

under this subsection are defi ned as any material not considered in the above subsections and may be disposed of as a solid waste in the appropriate solid waste landfill. Such materials may include asphalt shingles, noninfectious medical waste, etc. not covered in other items.

202.06 Pluggi Ng Or Relocating Existing Water Wells.

Plug and seal all abandoned water wells at the locations shown on the plans, or as directed by the engineer, in accordance with the W ater Well Rules, Regulations, and Standards, State of Louisiana. This document is available at the department of transportation and development, water resources section. Water well abandonment must be accomplished by a DOTD licensed water well contractor. Relocated water wells shall conform to the Sanitary Code of t he State of Louisiana as prepared and promulgated by the Louisiana State Board of Health.

202.07 MEASUREMENT. Removing structures and obstructions will be

measured on a lump sum basis or by the unit as stipulated in the contract and shall include appurtenances, foundations, etc. Hauling salvaged materials to storage sites will not be measured for payment. When an item is included for removal of bridges, the removal of the approach slabs, superstructure, and substructure will be considered part of the work unless otherwise specified or shown on the plans. Removing or relocating structures will be measured by the unit stipulated in the contract. Each principal structure with its associated appurtenances, whether integral or not integral to the structure being remo ved or relocated, will be considered as a separate unit including its associated appurtenances. Plugging of existing abandoned water wells or relocating water wells will be measured per each well plugged and accepted or relocated. Measurement for removal o f contaminated soil and non -contaminated overburden will be by the cubic yard using the in -place quantities as determined by cross -sections. Measurement for contaminated fluid will be by the gallon. Removal, transportation, and related fees for disposal of steel members of structures protected by paint containing lead or other hazardous materials, or creosoted timbers or lumber, will be considered part of the work when shown on the plans and will not be measured for payment. When a structure to be removed o r relocated is shown on the plans to contain universal wastes, the removal, storage and transport of the universal waste to an approved disposal site or destination facility will not be measured for payment but will be included in the structure to be remov ed or relocated. Measurement for removal of Other Regulated Materials (ORM) will be as designated on the plans.

202.08 PAYMENT. Payment for removal of structures or specific

obstruction items stipulated for removal and disposal under unit price or lump sum pay items will be made at the contract price per unit or lump sum as specified. This will include demolishing, removing and disposing of such items as well as the excavation and backfill incidental to their removal when required. When the removal is in an a rea to be excavated and payment for excavation is made under other items, no deduction will be made from the excavation quantities. The price shall also include salvage conform to the Sanitary Code of t he State of Louisiana as prepared and promulgated by the Louisiana State Board of Health.

202.07 MEASUREMENT. Removing structures and obstructions will be

measured on a lump sum basis or by the unit as stipulated in the contract and shall include appurtenances, foundations, etc. Hauling salvaged materials to storage sites will not be measured for payment. When an item is included for removal of bridges, the removal of the approach slabs, superstructure, and substructure will be considered part of the work unless otherwise specified or shown on the plans. Removing or relocating structures will be measured by the unit stipulated in the contract. Each principal structure with its associated appurtenances, whether integral or not integral to the structure being remo ved or relocated, will be considered as a separate unit including its associated appurtenances. Plugging of existing abandoned water wells or relocating water wells will be measured per each well plugged and accepted or relocated. Measurement for removal o f contaminated soil and non -contaminated overburden will be by the cubic yard using the in -place quantities as determined by cross -sections. Measurement for contaminated fluid will be by the gallon. Removal, transportation, and related fees for disposal of steel members of structures protected by paint containing lead or other hazardous materials, or creosoted timbers or lumber, will be considered part of the work when shown on the plans and will not be measured for payment. When a structure to be removed o r relocated is shown on the plans to contain universal wastes, the removal, storage and transport of the universal waste to an approved disposal site or destination facility will not be measured for payment but will be included in the structure to be remov ed or relocated. Measurement for removal of Other Regulated Materials (ORM) will be as designated on the plans.

202.08 PAYMENT. Payment for removal of structures or specific

obstruction items stipulated for removal and disposal under unit price or lump sum pay items will be made at the contract price per unit or lump sum as specified. This will include demolishing, removing and disposing of such items as well as the excavation and backfill incidental to their removal when required. When the removal is in an a rea to be excavated and payment for excavation is made under other items, no deduction will be made from the excavation quantities. The price shall also include salvage conform to the Sanitary Code of t he State of Louisiana as prepared and promulgated by the Louisiana State Board of Health.

202.07 MEASUREMENT. Removing structures and obstructions will be

measured on a lump sum basis or by the unit as stipulated in the contract and shall include appurtenances, foundations, etc. Hauling salvaged materials to storage sites will not be measured for payment. When an item is included for removal of bridges, the removal of the approach slabs, superstructure, and substructure will be considered part of the work unless otherwise specified or shown on the plans. Removing or relocating structures will be measured by the unit stipulated in the contract. Each principal structure with its associated appurtenances, whether integral or not integral to the structure being remo ved or relocated, will be considered as a separate unit including its associated appurtenances. Plugging of existing abandoned water wells or relocating water wells will be measured per each well plugged and accepted or relocated. Measurement for removal o f contaminated soil and non -contaminated overburden will be by the cubic yard using the in -place quantities as determined by cross -sections. Measurement for contaminated fluid will be by the gallon. Removal, transportation, and related fees for disposal of steel members of structures protected by paint containing lead or other hazardous materials, or creosoted timbers or lumber, will be considered part of the work when shown on the plans and will not be measured for payment. When a structure to be removed o r relocated is shown on the plans to contain universal wastes, the removal, storage and transport of the universal waste to an approved disposal site or destination facility will not be measured for payment but will be included in the structure to be remov ed or relocated. Measurement for removal of Other Regulated Materials (ORM) will be as designated on the plans.

202.08 PAYMENT. Payment for removal of structures or specific

obstruction items stipulated for removal and disposal under unit price or lump sum pay items will be made at the contract price per unit or lump sum as specified. This will include demolishing, removing and disposing of such items as well as the excavation and backfill incidental to their removal when required. When the removal is in an a rea to be excavated and payment for excavation is made under other items, no deduction will be made from the excavation quantities. The price shall also include salvage of materials, their custody, preservation, storage on the right -of-way or as designate d on the plans, and disposal. Payment for the removal of bridges will include removal of the approach slabs, superstructure, and substructure. Payment for the relocation of structures will be made at the contract unit price which will include all costs for moving, reassembly, restoration, reconstruction, or equivalent replacement of the structures. Payment for plugging and sealing existing abandoned water wells or relocating existing water wells will be made at the contract unit price which will include all labor, material, tools, equipment, and incidentals necessary to complete the work. If a structure is to be removed or relocated as a unit under Pay Items 202- 01, 202-02, or 202-03 and;

109.04 , including the cost of all testing.

Payment for removal, transportation, and disposal of contaminated soils and fluids will be in accordance with rates specified in applicable appendices (currently Appendices A and B) of the Louisiana Motor Fuels Underground Storage Tank Trust Fund Cost Control guidance document as maintained and updated by th e Louisiana Department of Environmental Quality (DEQ). The DEQ cost control guidance document can be obtained at DEQ website. All payments under this item will be in accordance with industry standards, which include all equipment, labor, and materials ne cessary to complete the work, including backfilling any excavation. Payment for work not covered in the cost control guidance document, or any disputed payments, will be negotiated and resolved prior to performance of work. The Department will reimburse the contractor monthly for the actual incurred cost for such services. The contractor shall furnish documentation with the request for reimbursement. Payment for removing steel members of a structure identified on the plans as being protected by paint con taining lead or other hazardous materials, or creosoted timbers or lumber, and transporting them to the recycling center or landfill, will be included in the bid price for removal or relocation of the structure. When a structure is determined to have stee l members protected by paint containing lead or other hazardous materials, or creosoted timber or lumber, and it has not been identified on the plans as such, payment for removal and transport of the members to a licensed recycling center or landfill will be made in accordance with 109.04 . Unless otherwise directed or shown on the plans, the contractor will be allowed to retain any steel member once the lead paint has been removed and disposed of prior to steel leaving the jobsite and a Chain of Custody form or other applicable documentation is submitted to the engineer within 21 calendar days. When the plans show that a structure to be removed or relocated contains a universal waste, payment for the removal of the universal waste will be included in the contract unit price for the removal or relocation of the structure, which will also include all equipment, labor, and materials required for the removal, storage, an d transport of the universal waste in accordance with LAC Title 33, Part V, Chapter 38. When a structure to be removed or relocated is found to contain a universal waste and it is not identified as such on the plans, payment for the removal, storage, and transport of such universal waste in accordance with LAC Title 33, Part V, Chapter 38 will be made in accordance with 109.04 . Payment for removal of other regulated materials (ORM) will be as designated on the plans. Payment will be made under: Item No. Pay Item Pay Unit 202-01 Removal of Structures and Obstructions Lump Sum 202-02 Removal of __________________ As Required 202-03 Relocation of _________________ As Required 202-04 Excavation, Disposal and Backfilling of Non-Contaminated Overburden Cubic Yard 202-05 Excavation, Disposal and Backfilling of Contaminated Soil Cubic Yard 202-06 Removal and Disposal of Contaminated Fluid Gallon 202-07 Plugging Existing Water Wells Each Section 203 Excavation and Embankment

203.01 DESCRIPTION. This work consists of excavation, disposal,

placement, and compaction of materials for which provisions have not been made under other sections of these specifications. This work shall include excavation and embankment construction for roadways and other structures, excavation for ditches and channels, and other grading operations necessary for the work in accordance with these specifications and in conformity with the lines, grades, thicknesses, and typical sections shown on the plans or established. Whe n specified, supply, install, and monitor settlement plates. When contaminated soils or underground tanks are encountered, handling shall be in accordance with Section 202 . Disposal of material shall be in accordance with 202.02 . The plans may include data regarding the boring and classification of existing materials. The D epartment does not guarantee that individual samples are representative of the entire project, and bidders are required to study, make interpretations and additional investigations, as necessary, at no direct pay. The bidder shall determine the suitabilit y of the on -site soils to meet specifications of Section 203 . The contractor shall comply with 107.09 for work in, over or adjacent to navigable waters and wetlands, and shall comply with 107.27 when cultural artifacts, historical sit es, or archaeological sites are encountered. Quality assurance requirements shall be as specified in the latest edition of the Department’s publication titled Application of Quality Assurance Specifications for Embankment and Base Course. Excavated material may be used in accordance with 203.06 . Temporary erosion control shall be in accordance with Section 204 .

203.02 GENERAL EXCAVATION. General excavation consists of the

excavation of materials, as required by the plans, except drainage excavation and structural excavation. General excavation also includes unsui table material in accordance with 203.04 .

203.03 Hydraulic Excavation.

203.03.1 Drainage Excavation: Drainage excavation includes the

excavation for drainage beyond the limits o f the roadway section.