Methods and Facility Standards for the Storage, Clearance and Disposal of Industrial Waste Article 38
When hazardous industrial waste shall be disposed of by sealed landfilling, relevant facilities shall comply with the following regulations in addition to the requirements of Article 32, Subparagraphs 2 to 6 and Article 34, Paragraph 1, Subparagraphs 1, 4, and 5:I. Landfills shall have anti-compression and anti-vibration facilities.II. Landfills shall establish entrance roads with a width of at least 5 meters.III. Landfills shall have facilities to prevent the inflow or infiltration of surface water, rainwater, and groundwater.IV. Landfills' peripheral and base facilities shall be constructed of concrete with a uniaxial compressive strength of 245 kilograms per square centimeter or other materials possessing the same grade of sealing ability.V. A landfill area exceeding 50 square meters or other materials possessing the same grade of sealing ability.VI. Anti-corrosion and anti-leak measures shall be taken on the basis of the hazardous industrial waste type and characteristics and landfill soil characteristics.VII. A landfill's bottom layer shall have a water permeability coefficient of less than 10-7 centimeters/second and be compatible with the waste material and leachate thereof, have a foundation comprised of sandy or argillaceous clay or other equivalent material 60 centimeters thick, and impermeable material with a water permeability coefficient of less than 10-10 centimeters/second that is compatible with the waste material and leachate thereof and 0.2 centimenters or more in thickness as a landfill liner.VIII. There shall be facilities to collect and treat leachate.IX. Other items officially announced by the central competent authority.Sealed landfills that establish the following three contiguous layered facilities shall not be subject to the restrictions of Subparagraphs 4, 5, and 7 of the foregoing paragraph:I. A landfill's bottom layer and peripheral facilities shall be comprised of a layer of clay 90 centimeters thick and with a water permeability coefficient of less than 10-7 centimeters/second, which is then covered with a double layer of artificial impermeable material 0.076 centimeters or more in thickness.II. The middle layer shall be covered with fine sand, crushed stone or other materials of equivalent grade with a water permeability coefficient of 10-2 centimeters/second and thickness of 30 centimeters or more and have installed leachate detection and collection equipment and then covered with a layer of clay with a water permeability coefficient of less than 10-7 centimeters/second and 30 centimeters in thickness.III. The upper layer shall be covered with fine sand, gravel, or other materials of equivalent grade with a water permeability coefficient of less than 10-2 centimeters/second and thickness of 30 centimeters or more and have installed leachate detection and collection equipment and then covered with a 30- centimeter layer of sandy or argillaceous clay.
中文原文 事業廢棄物貯存清除處理方法及設施標準第38條
有害事業廢棄物應以封閉掩埋法處理，其設施除依第三十二條第二款至第六款及第三十四條第一項第一款、第四款、第五款規定外，並應符合下列規定：
一、掩埋場應有抗壓及抗震之設施。
二、掩埋場應舖設進場道路，其寬度為五公尺以上。
三、應有防止地面水、雨水及地下水流入、滲透之設施。
四、掩埋場之周圍及底部設施，應以具有單軸抗壓強度二百四十五公斤／平方公分以上，厚度十五公分以上之混凝土或其他具有同等封閉能力之材料構築。
五、掩埋面積每超過五十平方公尺或掩埋容積超過二百五十立方公尺者，應予間隔，其隔牆及掩埋完成面以具有單軸抗壓強度二百四十五公斤／平方公分、壁厚十公分以上之混凝土或其他具同等封閉能力之材料構築。
六、依有害事業廢棄物之種類、特性及掩埋場土壤性質，採防蝕、防漏措施。
七、掩埋場底層，應以透水係數低於10-7公分／秒，並與廢棄物或其滲出液具相容性，厚度六十公分以上之砂質或泥質黏土或其他相當之材料做為基礎，及以透水係數低於10-10公分／秒，並與廢棄物或其滲出液具相容性，單位厚度○‧二公分以上之人造不透水材料做為襯裡。
八、應有收集及處理滲出液之設施。
九、其他經中央主管機關公告之事項。
封閉掩埋場設置下列連續三層設施者，不受前項第四款、第五款及第七款之限制：
一、掩埋場底層及周圍設施覆以透水係數低於10-7公分／秒、厚度九十公分之黏土，再覆以單位厚度○‧○七六公分以上雙層人造不透水材料。
二、中層須覆以透水係數大於10-2公分／秒、厚度三十公分以上之細砂、碎石或其他同等材料並設置滲出液偵測及收集設施，再覆以透水係數低於10-7公分／秒、厚度三十公分黏土層。
三、上層須覆以透水係數大於10-2公分／秒、厚度三十公分以上之細砂、砂石或其他同等材料，並設置滲出液收集設施，再覆以厚度三十公分砂質或泥質黏土。
一、掩埋場應有抗壓及抗震之設施。
二、掩埋場應舖設進場道路，其寬度為五公尺以上。
三、應有防止地面水、雨水及地下水流入、滲透之設施。
四、掩埋場之周圍及底部設施，應以具有單軸抗壓強度二百四十五公斤／平方公分以上，厚度十五公分以上之混凝土或其他具有同等封閉能力之材料構築。
五、掩埋面積每超過五十平方公尺或掩埋容積超過二百五十立方公尺者，應予間隔，其隔牆及掩埋完成面以具有單軸抗壓強度二百四十五公斤／平方公分、壁厚十公分以上之混凝土或其他具同等封閉能力之材料構築。
六、依有害事業廢棄物之種類、特性及掩埋場土壤性質，採防蝕、防漏措施。
七、掩埋場底層，應以透水係數低於10-7公分／秒，並與廢棄物或其滲出液具相容性，厚度六十公分以上之砂質或泥質黏土或其他相當之材料做為基礎，及以透水係數低於10-10公分／秒，並與廢棄物或其滲出液具相容性，單位厚度○‧二公分以上之人造不透水材料做為襯裡。
八、應有收集及處理滲出液之設施。
九、其他經中央主管機關公告之事項。
封閉掩埋場設置下列連續三層設施者，不受前項第四款、第五款及第七款之限制：
一、掩埋場底層及周圍設施覆以透水係數低於10-7公分／秒、厚度九十公分之黏土，再覆以單位厚度○‧○七六公分以上雙層人造不透水材料。
二、中層須覆以透水係數大於10-2公分／秒、厚度三十公分以上之細砂、碎石或其他同等材料並設置滲出液偵測及收集設施，再覆以透水係數低於10-7公分／秒、厚度三十公分黏土層。
三、上層須覆以透水係數大於10-2公分／秒、厚度三十公分以上之細砂、砂石或其他同等材料，並設置滲出液收集設施，再覆以厚度三十公分砂質或泥質黏土。