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WASTE DISCHARGE REQUIREMENTS _10 - <br />FOR CITY OF STOCKTON <br />AUSTIN ROAD LANDFILL FACILITY <br />CLASS III LANDFILL <br />SAN JOAQUIN COUNTY <br />15. All new containment systems shall: include a composite finer which consists of an <br />upper synthetic flexible membrane component (synthetic liner or SL) and a lower <br />component of soil. The SL shall be at least 40 -mils thick (or at least 60 -mils thick if <br />high density polyethylene) and shall be installed in direct and uniform contact with the <br />underlying compacted soil component. The lower component shall be compacted sod <br />that is at least two feet thick and that has an hydraulic conductivity of no more than I <br />x 10" cm/sec (this specification is referred to as the Prescriptive Design). For landfill <br />covers where clay is compacted over refuse, a hydraulic conductivity of I x 10-6 <br />cm/sec may be substituted for the I x 10' cm/sec requirement. <br />17. New landfill units and lateral expansions shall not be located in wetlands unless the <br />Discharger has successfully completed, and the Board has approved, all <br />demonstrations required for such discharge under 40 CFR 258.12(a). <br />IMMIMM1111 * I . M. f Is' It# <br />Surface Impoundment Specifications <br />19. Design and construction plans and specifications, including a construction quality <br />assurance program, shall be submitted to Board staff for approval before construction <br />of any surface impoundment. After surface impoundment construction, a <br />construction quality assurance eport shall be submitted tot it ,end approved <br />by Board staff prior to operation of the surface impoundmqpt.,-,,� <br />20. At closure, the unlined modules shall receive a final cover pp 1 9% <br />,nW ata minimum, <br />of a two -foot thick foundation layer ;��fiich may contain wase materials, overlain by a <br />one -foot thick clay liner, and finally by a one foot thick vegetative soil layer, or an <br />'Uv <br />engineered eqw-v 0 .coyqrrappi(��Vd by 13640 p <br />antIp Subsections <br />25 1 0(b) and (c) of Chapter 15. Lined landfill modules, or portions thereof, shall be <br />covered with a barrier layer having a permeability at least as low as the finer. <br />21. Vegetation shall be planted and maintained over each closed landfill unit. Vegetation <br />shall be selected to require a minimum of irrigation and maintenance and shall have a <br />rooting depth not in excess of the vegetative layer thickness. <br />22. Closed landfill units shall be graded to at least a three percent grade and maintained <br />to prevent ponding. <br />