I have a data-set comprised of hydraulic conductivity estimates measured at groundwater monitoring wells, as seen here:
Exact GPS coordinates are available for some wells, while for others I only have the legal land description (LSD), which corresponds to a 0.25 mile square. In the latter case I have derived the center coordinate of this square, which varies from the actual well location by .1 miles on average.
What kriging methods exist that can account for the differing positional errors within my data?