Abstract
There is an undeveloped area as illegal disposal of MSW in Onggomertan because there is no waste load services. The leachate of this illegal disposal may pollute the river and the waste heap decrease the environmental aesthetics. The objectives of this research were to calculate solid waste generation and composition in Onggomertan and design the undeveloped area as MSW treatment plant. The waste sampling method used SNI 19-3964-1994 and manual of calculation procedure of waste generation and composition 2012. The design of MSW treatment plant based on technical guidance of TPS 3R 2017. The result showed that average waste generation in Onggomertan was 0.706 kg/capita/day in weight unit. The composition of the MSW were 22,85 % of organic waste, 21,859 % of plastics, 14,101 % of papers, 3,889 % of metal and the remaining 37,302 % of other waste like glass, hazardous waste, and residue. Based on waste generation and composition data, required area for MSW treatment plant is 378 m2 of available area 426 m2. This plant consist of waste treatment area 280 m2 and supporting facility area 98 m2. Composting used in MSW treatment plant is hollow brick box technology.
Sign-in/Register to access full text options 
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
