Spills are important indicators of human activity. Spills persist for a period of time (hours, days, weeks) after an event and provide an opportunity to detect transient activities after the fact. Even with panchromatic imagery, it is easy to detect a spill from the change in the index of refraction (dark spots) on the ground. This report looks at the relationship between the size of a spill area and the volume of material spilled. This report discusses general spill flow over the top millimeter of soil. Two chief areas of concern are addressed: a surface that is relatively impermeable and a subsurface that is permeable. The behavior of spills on a relatively impermeable surface is controlled by the wetting properties of the liquid and its interaction with the substrate. There is an initial rapid spreading followed by a creeping phenomenon. The spreading area in a permeable subsurface is mainly controlled by liquid viscosity and substrate permeability. In both situations, the initial liquid flow can be viewed as a "gravity current." This report focuses on spills on pavements, such as asphalt or concrete. Equations are introduced that incorporate various factors, such as the volume of liquid spilled, the height of the liquid standing above the surface, the depth of liquid penetration below the surface, the porosity of the substrate, the force of gravity, the contact angle, and surface tension. An important factor is the interaction between the liquid and the surface, which is given by the contact angle. The theory of spill size was tested for a cement pavement with several common liquids. Also, simulations were performed for hypothetical spills on ideal asphalt and concrete surfaces to determine the final areal extent of the spill and its relation to spill rate and spill quantity. These simulations were performed with a liquid pool equilibrium model. The size of the spill was largely determined by the contact angle, which can change with time as observed in the creeping behavior. Coupling the spreading equilibrium model to the 2-D gravity current and Green-Ampt infiltration model (Appendix A) allows for spill progression and spill shape to be determined and provides the ability to consider surface roughness. A variety of spill scenarios were simulated, and the model was successfully validated.