6. (1) A person shall not establish a new landfilling site or increase the total waste disposal volume of an existing landfilling site unless a written report has been prepared in accordance with this section.  O. Reg. 232/98, s. 6 (1). (2) The report must describe the design of the landfilling site and must contain, (a) a legal survey of the site; (b) an up to date plan and description of the site and the area within 500 metres of the site that covers, (i) all property and property boundaries, (ii) all buildings, roads and utility corridors, (iii) land contours, surface water drainage, water bodies, rights-of-way and other easements, (iv) forested areas, (v) land uses and land use designations, and (vi) property conditions not otherwise covered in subclauses (i) to (v); (c) detailed plans, specifications and descriptions for the design of the site, including, (i) a plan and description of the waste fill area, base contours for waste disposal, base contours for any leachate collection system, top contours for waste disposal and top contours with final cover, (ii) the total waste disposal volume, (iii) a materials balance between the sources of soils, on or off the site, and the uses of soils on the site, (iv) a hydrogeological assessment of the suitability of the site for the landfilling of municipal waste that considers the geologic and hydrogeologic conditions of the site, the design of the site and the monitoring and contingency plans, (v) a geotechnical assessment of the suitability of the site for the landfilling of municipal waste that considers bearing capacity, differential settlement and slope stability during construction, operation and after closure, and that addresses the potential effects on any liner or leachate collection system, (vi) a description of the expected quality and quantity of leachate, (vii) detailed plans, specifications and descriptions of any liner system necessary to control leachate, including construction and quality assurance and quality control procedures for the liner materials and liner system installation, (viii) detailed plans, specifications and descriptions of any leachate collection, treatment and disposal system necessary to control leachate, including construction and quality assurance and quality control procedures for the system components and system installation, (ix) an assessment of the potential for subsurface migration of landfill gas at the site and of any control system necessary for monitoring or controlling the migration, (x) detailed plans, specifications and descriptions of any system necessary for controlling landfill gas by venting it or by collecting and burning or using it, including construction and quality assurance and quality control procedures for the system components and system installation, (xi) an assessment of the potential impacts on surface water features that may be caused by the site or operations at the site, (xii) detailed plans, specifications and descriptions of the system for collecting, directing and discharging surface water, including details of any sediment control or other features and including construction, quality assurance and quality control procedures for the system components and system installation, (xiii) detailed plans, specifications and descriptions of monitoring facilities for leachate, ground water, surface water and, where appropriate, landfill gas, (xiv) an assessment of potential noise impacts due to operations at the site and to local trucking related to operations at the site, including an evaluation of any proposed noise control measures, (xv) an assessment of potential visual impacts on nearby properties due to the site and site operations, (xvi) detailed plans, specifications and descriptions of the buffer area and ancillary facilities, including any screening, landscaping, fencing, weigh scales, buildings, structures, access roads, internal roads, holding areas for cover material, holding areas for rejected waste or materials for recycling, and other holding areas, (xvii) detailed plans, specifications and descriptions of the contaminant attenuation zone, if one is necessary, (xviii) an estimate of the contaminating life span of the site with respect to contaminants involved in the subsurface migration of landfill gas and an estimate of the service life of any engineered facilities associated with the subsurface migration of landfill gas, (xix) an estimate of the contaminating life span of the site with respect to contaminants in leachate, unless a new landfilling site is being established and the design for the ground water protection features of the site meets the criteria set out in subsection 10 (4) or (5), (xx) an estimate of the service life of every engineered facility associated with leachate, which may be specified as the service life provided for in Schedule 1, 2, 3 or 4 if the engineered facility meets the relevant conditions set out in that Schedule, (xxi) details of any facilities intended to control or change the contaminating life span of the landfilling site, (xxii) contingency plans that can be implemented to control and dispose of leachate produced in a quantity greater than expected or with a quality worse than expected, including specifications and descriptions in sufficient detail to demonstrate the feasibility of the plans, (xxiii) contingency plans that can be implemented to control and dispose of landfill gas migrating in the subsurface in a quantity greater than expected or with a quality worse than expected, including specifications and descriptions in sufficient detail to demonstrate the feasibility of the plans, (xxiv) a description of the source, nature and quality of daily cover, including, with respect to material not normally used for daily cover, a discussion of its benefits and limitations, a description of quality assurance and quality control procedures for daily cover and a description of application rates and application procedures for daily cover, including the frequency and timing of application of daily cover if other than at the end of each working day, (xxv) a description of the nature, quality and quantity of final cover, including construction details and quality assurance and quality control procedures for the materials to be used and their installation, (xxvi) a site closure plan, including details of the proposed end use of the site, the appearance of the site after closure, revegetation, landscaping, the construction of new facilities, and the removal of existing facilities to facilitate closure, post-closure care and site end use, and (xxvii) a summary of the main characteristics of the landfilling site, including the maximum daily quantity of waste that will be accepted for disposal, the estimated annual average quantity of waste that will be accepted for disposal, the area of the landfilling site, the area of the waste fill area, the total waste disposal volume, the estimated waste disposal capacity in tonnes, any subcategories of municipal waste that are not expected to be received or that will not be accepted for disposal, and the estimated date of site closure.  O. Reg. 232/98, s. 6 (2). Buffer Area