Methods and Facility Standards for the Storage, Clearance and Disposal of Industrial Waste Article 34
When general industrial waste requiring no intermediate treatment is disposed of by sanitary landfilling, relevant facilities shall comply with the following regulations in addition to the requirements of Article 32, Subparagraphs 2 through 6:I. A sign shall be erected at the entrance, and shall indicate the manager’s name, type of landfilled waste, the geographical location, scope, and depth of the landfill area, and the ultimate landfill height.II. Waste gas treatment facilities shall be established when organic waste is landfilled at a facility.III. The bottom layer and periphery of a landfill shall have a water permeability coefficient of less than 10-7 centimeters/second, and shall be compatible with the waste and its leachate. This layer shall have a foundation of sandy or argillaceous clay or an equivalent material at least 60 centimeters in thickness, and shall have a lining of artificial water-impermeable materials that have a water permeability coefficient of less than 10-10 centimeters/second. The bottom layer and periphery of a landfill shall be compatible with the waste and its leachate, and are of a thickness of at least 0.2 centimeters.IV. There shall be facilities to collect and treat leachate.V. At least one monitoring well shall be established respectively upstream and downstream of a landfill relative to the direction of groundwater flow.VI. Except when the items landfilled are noncombustible, fire extinguishers or other effective fire fighting equipment shall be established.VII. Other items officially announced by the central competent authority.General industrial waste subjected to intermediate treatment and hazardous industrial waste subjected to intermediate treatment and designated general industrial waste by the special municipality, county or city competent authority are subject to the regulations of the foregoing paragraph.Subparagraph 3 of Paragraph 1 shall not apply to sanitary landfills established after the implementation of the amendment to these Standards on February 22, 2021. The bottom layer and periphery of a landfill shall have a water permeability coefficient of less than 10-7 centimeters/second, and shall be compatible with the waste and its leachate. This layer shall have a foundation of sandy or argillaceous clay or an equivalent material at least 60 centimeters in thickness, and shall have a lining of artificial water-impermeable materials that have a water permeability coefficient of less than 10-10 centimeters/second. The bottom layer and periphery of a landfill shall be compatible with the waste and its leachate, and are of a thickness of at least 0.2 centimeters.
中文原文 事業廢棄物貯存清除處理方法及設施標準第34條
（因條文排版無法完整呈現內容，請詳閱完整條文檔案）一般事業廢棄物無須中間處理者，得以衛生掩埋法處理，其設施除依第三十二條第二款至第六款規定外，並應符合下列規定：
一、於入口處豎立標示牌，標示管理人、掩埋廢棄物種類、掩埋區地理位置、範圍、深度及最終掩埋高程。
二、掩埋有機性廢棄物者，應設置廢氣處理設施。
三、掩埋場之底層及周圍應以透水係數低於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，或以透水係數低於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基礎。
四、應有收集及處理滲出液設施。
五、須於掩埋場周圍，依地下水流向，於上下游各設置一口以上監測井。
六、除掩埋物屬不可燃者外，須設置滅火器或其他有效消防設備。
七、其他經中央主管機關公告之事項。
一般事業廢棄物經中間處理後，或有害事業廢棄物經中間處理並經直轄市、縣（市）主管機關認定為一般事業廢棄物者，適用前項規定。
本標準中華民國一百十年二月二十二日修正施行後新設之衛生掩埋場，其底層及周圍應以透水係數低於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具相當阻水功能之材料做為基礎，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，不適用第一項第三款規定。
一、於入口處豎立標示牌，標示管理人、掩埋廢棄物種類、掩埋區地理位置、範圍、深度及最終掩埋高程。
二、掩埋有機性廢棄物者，應設置廢氣處理設施。
三、掩埋場之底層及周圍應以透水係數低於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，或以透水係數低於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基礎。
四、應有收集及處理滲出液設施。
五、須於掩埋場周圍，依地下水流向，於上下游各設置一口以上監測井。
六、除掩埋物屬不可燃者外，須設置滅火器或其他有效消防設備。
七、其他經中央主管機關公告之事項。
一般事業廢棄物經中間處理後，或有害事業廢棄物經中間處理並經直轄市、縣（市）主管機關認定為一般事業廢棄物者，適用前項規定。
本標準中華民國一百十年二月二十二日修正施行後新設之衛生掩埋場，其底層及周圍應以透水係數低於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具相當阻水功能之材料做為基礎，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，不適用第一項第三款規定。