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[接上页] $100* In ascertaining the weight of a load of waste for the purpose of calculating the charge payable under item (b)- (i) any fraction of 0.1 tonne that is less than 0.05 tonne shall be disregarded; and (ii) any fraction of 0.1 tonne that is not less than 0.05 tonne shall be regarded as 0.1 tonne. Cap 354N Sched 4 CHARGES FOR DISPOSAL OF CONSTRUCTION WASTE AT PUBLIC FILL RECEPTION FACILITIES Remarks: not yet in operation [sections 2, 16 & 23] PART 1 PUBLIC FILL RECEPTION FACILITIES Item Name Address Number of drawing or plan held by the Director by which boundaries of the facility are delineated 1. Tseung Kwan O Area 137 Fill Bank Eastern side of Tseung Kwan O Area 137, N.T. Plan number P 20332-3 2. Tuen Mun Area 38 Fill Bank Tuen Mun Area 38, near River Trade Terminal, Tuen Mun, N.T. Plan number P 20332-4 3. Sai Ying Pun Temporary Public Filling Barging Point Eastern Street North, Sai Ying Pun, Hong Kong. Plan number P 20332-5 4. Quarry Bay Temporary Public Filling Barging Point Hoi Yu Street, Quarry Bay, Hong Kong. Plan number P 20332-6 5. Kai Tak Temporary Public Filling Barging Point Middle of the Former Kai Tak Runway, adjacent to the Taxiway Bridge, Kowloon City, Kowloon. Plan number P 20332-7 6. Mui Wo Temporary Public Fill Reception Facility Mui Wo Ferry Pier Road, Mui Wo, Lantau, N.T. Plan number P 20332-8 PART 2 PUBLIC FILL CHARGE The public fill charge payable in respect of each load of construction waste delivered to a public fill reception facility for disposal is calculated as follows- (a) For a load of waste weighing 1 tonne or less ....................................................... Charge$27 (b) For a load of waste weighing more than 1 tonne .................................................. $2.7 per 0.1 tonne* (c) For a load of waste the ascertainment of the weight of which, in the Director's opinion, is impracticable or will cause public health problems ................................ $27 (d) For each load of waste delivered by a vessel approved under Part 4 .................... $2.7 for every 0.1 tonne of the maximum load of the vessel** In ascertaining the weight of a load of waste for the purpose of calculating the charge payable under item (b) or (d)- (i) any fraction of 0.1 tonne that is less than 0.05 tonne shall be disregarded; and (ii) any fraction of 0.1 tonne that is not less than 0.05 tonne shall be regarded as 0.1 tonne. Cap 354N Sched 5 INERT CONSTRUCTION WASTE Remarks: not yet in operation [sections 2 & 23] Rock, rubble, boulder, earth, soil, sand, concrete, asphalt, brick, tile, masonry or used bentonite. Cap 354N Sched 6 CONTENT REQUIREMENTS OF INERT CONSTRUCTION WASTE FOR PRESCRIBED FACILITIES Remarks: not yet in operation [sections 3 & 23] 1. Each load of construction waste delivered to a landfill for disposal must not contain more than 50% by weight of inert construction waste. 2. Each load of construction waste delivered to a refuse transfer station for disposal may but need not contain any inert construction waste. 3. Each load of construction waste delivered to a sorting facility for disposal must contain more than 50% by weight of inert construction waste. 4. Each load of construction waste delivered to a public fill reception facility for disposal must consist entirely of inert construction waste. |