Laserfiche WebLink
n <br />WASTE DISCHARGE REQUIREMENTS <br />FORWARD INCORPORATED <br />WASTE MANAGEMENT FACILITY <br />CLASS II LANDFILLS CLASS III LANDFILLS <br />CLASS II SURFACE IMPOUNDMENT <br />CLASS II LAND TREATMENT UNIT <br />CLOSURE OF CLASS I LANDFILL <br />SAN JOAQUIN COUNTY <br />-15- <br />19. Annually, prior to the anticipated rainy season, any necessary <br />erosion control measures shall be implemented, and any necessary <br />construction, maintenance, or repairs of precipitation and drainage <br />control facilities shall be completed to prevent erosion or flooding <br />of the site and to prevent surface drainage from contacting or <br />percolating through wastes. <br />20. Water used for site maintenance shall be limited to the minimum <br />amount necessary for dust control. <br />21. During the rainy season, when precipitation can be expected, a <br />minimum one -foot thickness of low permeability cover shall be <br />maintained over all but the active disposal area of the landfill <br />units. The active disposal area shall be confined to the smallest <br />area practicable based on the anticipated quantity of waste discharge <br />and other disposal site operations. This cover may not be required <br />at WMU E if the character of the ash is such that infiltration by <br />rainwater is not a problem. <br />22. The migration of methane gas from the landfill units shall be <br />controlled as necessary to prevent nuisance conditions or the <br />impairment of beneficial uses of water. <br />23. Dewatered sewage or water treatment sludge may be accepted for <br />disposal if the sludge contains at least 20 percent solids (primary <br />sludge) or 15 percent solids (secondary sludge), is mixed with refuse <br />at a minimum solids -to -liquid ratio of 5:1 by weight and shall not <br />exceed the ultimate moisture holding capacity of the 'nonhazardous <br />solid waste' and is not a 'designated waste'. <br />24. Each trench in WMU D and WMU H accepting dewatered sewage or water <br />treatment sludges shall have a two -foot thick clay liner (10' cm/sec <br />permeability) with a dendritic or blanket type LCRS immediately above <br />the liner which is designed and operated to prevent the development <br />of one -foot or more of hydraulic head on the lower liner at any <br />time. <br />25. Any additional ash pits constructed in WMU E shall be built following <br />the design and construction plans for the eastern -most pit. <br />