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ORDER N0. 1&201&0017 10 <br /> CONDITIONAL WAIVER OF WASTE DISCHARGE REQUIREMENTS <br /> FOR DISASTER-RELATED WASTES WITHIN THE CENTRAL VALLEY REGION <br /> prior to discharge by mixing with an absorbent material (e.g., saw dust, <br /> mulch, soil, etc.). <br /> g) The thickness of each layer of mass mortality wastes shall be limited to less <br /> than two feet, or the thickness of one animal carcass if greater than two <br /> feet. <br /> h) Lime (or another liquid abatement material) shall be added to each layer to <br /> help reduce the generation of liquid by the mass mortality wastes. <br /> i) Each layer of lime-covered mass mortality wastes shall be covered by at <br /> least three feet of soil, or an alternative material approved by Central Valley <br /> Water Board staff, before adding another layer of mass mortality wastes. <br /> Alternative materials shall not increase threat to underlying groundwater <br /> relative to using three feet of clean soil. <br /> j) Mass mortality wastes shall be discharged for disposal in compliance with <br /> the conditions of this Conditional Waiver and covered at the end of each <br /> working day. <br /> k) The final layer of disaster related mass mortality wastes discharged into the <br /> emergency landfill shall be overlain by a final layer of not less than three <br /> feet of soil, or an equivalent alternative approved by Central Valley Water <br /> Board staff. The final soil layer shall be placed in a mound configuration so <br /> that the final soil layer: 1) Overlaps the mass mortality wastes by several <br /> feet on each edge of the emergency landfill; 2) is at least three feet thick <br /> over all portions of the mass mortality wastes; and 3) is sloped to provide <br /> good drainage that does not impair the integrity of the emergency landfill. <br /> Side slopes shall not be steeper than 4 (horizontal) to 1 (vertical). <br /> 1) The owner/operator should also evaluate, implement, and document other <br /> effective waste isolation methods (and waste moisture reducing methods) <br /> in conjunction with the procedures identified above. <br /> 4. The mass mortality emergency landfill shall be designed, constructed, and <br /> operated to limit, to the greatest extent possible, ponding, infiltration, inundation, <br /> erosion, slope failure, and washout. The owner/operator shall protect the <br /> integrity of the final cover from adverse impacts due to erosion by installing and <br /> maintaining MMs/BMPs, including: <br /> a) Installation of runon control features on the upgradient side of the <br /> emergency landfill to divert offsite storm water from the emergency landfill. <br /> b) Installation of an effective runoff collection and conveyance ditch. <br />