Water treatment sludge (WTS) has been a major global problem and dealing with it remains a challenge for scientists and engineers. WTS is expected to increase annually parallel to the continuous increase in population [1]. Every year, 2 million tons of WTS is produced by water operators in Malaysia to cope with the increase population number of 16, 800/year [2], [3]. WTS can be highly toxic for environment and human health. WTS has a tendency to cause soil pollution when it disposed on the land or even from acidic rain. The exposure tends to cause the breaking down soils and releasing heavy metals into streams, lakes, rivers and groundwater [4]. Metals in untreated WTS tends to accumulate although the metals are usually found at low level of concentration. Due to the hazardous effects that can cause to environmental and human health problems prior to land disposal, issues of WTS needs to be treated before dump should be considered. One of sludge treatment technique is Solidification/Stabilisation (S/S) technique. The application of S/S technique to treat WTS is somehow limited as WTS is always considered to be non-toxic. Thus, incineration and landfilling are alternative sludge treatment practiced till today [5]. S/S technique is simple in operation and should be implemented Abstract: Waste Paper Sludge Ash (WPSA) was used as stabilizer binder to treat water treatment sludge (WTS). This study was conducted to treat WTS by using WPSA in Solidification/Stabilisation (S/S) technique. WPSA was utilized at 10%, 20%, 30%, 40% and 50% to treat 200g WTS at binder-to-sludge (B/Sd) ratio 1:1. The control sample was 100% Ordinary Portland Cement (OPC). The compressive strength and leaching test on WTS treated with WPSA at specified percentage were performed. The compressive strength was conducted on sample cured at age 1, 3, 7 and 28 days. The leaching test was conducted only on sample cured at age 28 days. The minimum target compressive strength was 0.34 MPa as accordance to USEPA. The maximum metals acceptance criteria as stipulated by Kualiti Alam were 1.0, 5.0, 100.0, 100.0 and 5.0 mg/L for cadmium (Cd), lead (Pb), nickel (Ni), copper (Cu) and chromium (Cr) respectively. Results showed that the compressive strength decreases with increasing WPSA content but exceeded the minimum target strength. The compressive strength increases with respect to curing days. The optimum content of WPSA to treat WTS was 50% (W5). The compressive strength of W5 with high WPSA content was the first exceeded the minimum compressive strength. The concentration of metals decreases with respect to percentage of WPSA added.