P PT Antam (Persero) Tbk. is one of the companies belonging to the State Owned Enterprises (BUMN) which is engaged in the mining of mineral resources. One production unit of PT Antam (Persero) is a Gold Mining Business Unit (UBPE) Pongkor. At this time UBPE Pongkor mine was mine down towards the 500 level, where the location is below the level of the ground water level so halini provide its own challenges due to the rise of water in the fractures around the front of work that can directly inhibit the activity of mining. The water will flow down to the front of the front ramp, the ramp down which the water comes from natural sources such as pockets of activity of water and springs. Penyaliran system design is needed to pump water in central Ciurug ramp down towards the main sump mine in SFM with efficient and does not interfere with other activities. Water sources on the access ramp down cntral Ciurug derived from rock fractures that continue to flow towards the work front. Data flow of water in the can at the upper front 460 currently at the level of 0.95 m3 / min, is estimated at the level of 450 water discharge of 2.5 m3 / min. Pumps used in the system is a centrifugal pump penyaliran Warman 4/3 EE-HH which can drain water with a discharge of 4.3 m3 / min at 94 meters head. Prepared two alternative draft through a network of access roads to the mine ramp down central main sump on MHL. The second draft of the network that has been analyzed, the chosen design of the first network where such networks do not interfere with the activities of production and head surmounted a smaller pump. Sump constructed in accordance with the discharge capacity of the water, the water flow of 0.95 m3 / min sump design dimensions are 4m x 5m x 6m, while the water flow of 2.5 m3 / min sump design dimensions of 4m x 5m x 15m. The design of the sump dimensions make optimal pump performance to the effective time.