No. PE calculation for budget hotel with or without laundry and restaurant facilities remaIns at 4PE/room as per Malaysian Sewerage Industry Guidelines (MSIG)
The changes submitted and approved in the latest submission shall supersede the former. If planning requirements changes made in PDC2 submissions are insignificant, resubmission is not required. Resubmisison of PDC1 only required for significant issues such as changes in land usage, development area, layout plan, and location of STP and increase/reduction of NPS.
There is no minimum/maximum PE for treatment plants located within buildings.
Fencing for SSTS is not necessary. However, the Consultant should determine safety and security needs.
Vfill for continuous fill system is distributed equally into several numbers of reactors simultaneously, while the Vfill for intermittently fill system is discharged into discrete reactors that are designed to receive the sewage at designated hours only. For example, a SBR design with 2 tanks needs to use the following formula:
|Continuously Fill||Intermittently Fill|
|Vr = Total Vfill / 2||Vr = Total Vfill|