We present an estimation of the full stress state between 0.5 and 2.1 km depth at the Otway CO 2 storage pilot site, Australia, where the Cooperative Research Centre for Greenhouse Gas Technologies is conducting a large-scale demonstration project. This estimation is the first step of a geomechanical study on seal integrity. One principal stress is assumed vertical and of magnitude equal to the weight of the rock above, calculated from the density log data. The vertical stress gradient is on average 22.01 MPa/km. Extended leak-off test data, a borehole wall electrical image and dipole sonic log data in the CO 2 injector CRC-1 are used to constrain principal horizontal stress orientation and magnitudes. Consistency of the stress model is then checked against the occurrence of breakouts using a mechanical earth model built along CRC-1 well. We conclude that the maximum horizontal stress direction is oriented N141 +/-9 o E. To first order, principal horizontal stress magnitudes both follow a linear trend with depth. Results indicate minimum horizontal and maximum horizontal stress gradients on average equal to 15.98 and 18.13 MPa/km, respectively, corresponding to a normal stress regime. * Mark of Schlumberger.