Why was everyone trying to squeeze into the same place? 👀
#SaraswathyPooja #SubangJayaUSJ #SubangJayaKitaPunya #KitaSelangor
If you use AI for everything, this video is for you.
#ArtificialIntelligence #AItools #Claudecode #ChatGPTpromprs
Budget 2027 matters more than you think. And now, you get to know why 👉
#Belanjawan2027 #EkonomiMadani #SubangJayaUSJ
No money or place to stay. This was Democratic Action Party.
#SubangJayaKitaPunya #KitaSelangor #DemocraticActionParty #SubangJaya
keeping this issue on the agenda.
#SubangJayaUSJ #SubangJayaCommunity #SubangJayaKitaPunya #KitaSelangor
This progress would not be possible without collective effort. Thank you to Councillor Chris Joseph for his continued follow-up with Majlis Bandaraya Subang Jaya to help turn these concerns into action, and to the Persatuan Penduduk & KRT USJ 11/3 for their perseverance in
USJ 11/3 residents have been waiting for the damaged slabs near the neighbourhood playground to be repaired. Now, RM130,000 has been allocated for resurfacing works, marking a meaningful step towards a safer, more accessible park for the community.
To all the moms out there balancing work, travel, and feeding their babies: give yourself some major credit today. Happy to be home! ❤️
#breastmilk #mumlife #ebm #pumping
Pumped overseas, transported across borders, and finally home with every precious drop intact. 🍼✈️🇲🇾
Working travel as a pumping mom is no joke: navigating security checks, keeping things sterile on the move, and constantly worrying about temperature control.
as additional data and technical assessments become available.
We remain dedicated to building a resilient, flood-safe community in Subang Jaya.
Issued jointly by:
Michelle Ng
Selangor State Assemblywoman for Subang Jaya
Christopher Joseph
Zone 3 City Councillor, MBSJ
Flood mitigation requires a coordinated approach that considers rainfall patterns, drainage capacity, water detention, downstream discharge and the changing needs of our communities.
We will continue to share verified information and provide further updates over the coming days
with JPS and MBSJ, conducting flow modelling for proposed weir sites, and securing agency approvals for long-term network expansion.
We welcome constructive feedback, technical recommendations and proposals from residents, engineers, relevant agencies and other stakeholders.
drains in USJ 13 and USJ 14 (Persiaran Mulia). Structural assessments will have to be conducted alongside Prasarana Malaysia Berhad due to nearby LRT support infrastructure.
4. Next Steps & Ongoing Commitment
Our immediate priorities include finalising verified hydraulic data
Expansion): Constructing additional OSD facilities at strategic commercial or high-risk locations, drawing on proven urban models like MBPJ’s Taman Medan underground facility.
• Long-Term (Network Connectivity): Feasibility study on a major drainage connection between storm
relevant authorities:
• Short-Term (Flow Regulation): Installing more hydraulic weirs at key drainage channels—modeled after the successful post-2019 flood mitigation project—to regulate downstream discharge rates without increasing upstream risk.
• Medium-Term (Detention
containment role and averted severe property damage, extreme rainfall of this magnitude underscores the urgent need to expand total retention capacity across the wider network.
3. Proposed Engineering & Strategic Solutions
We are evaluating several technical interventions with
together with weirs installed along the monsoon drains along Persiaran Tujuan and USJ18 to Persiaran Kewajipan and the On-Site Detention Pond in the USJ 1 Industrial Area successfully retained peak stormwater runoff as designed. While the investment fulfilled its immediate
capacity and resulting in localised flash floods in low-lying pockets of USJ 1, 9, and 12.
2. Infrastructure Performance Assessment
The RM756,100 On-Site Detention (OSD) facility at the Persiaran Kewajipan–Persiaran Perpaduan junction operated at maximum capacity. This,
m | Very Heavy: >60 mm
At nearly double the threshold for "Very Heavy" rainfall, the extreme downpour caused significantly elevated water levels in both the Klang River at USJ 1 (Attachment 3) and its primary receiving storm drains, temporarily surpassing downstream discharge






