Thanks for sharing, it's especially helpful to see proximity to...

Thanks for sharing, it's especially helpful to see proximity to tenement boundary. I suppose either WR1 does a deal with AZM for that land or the pit design suffers in later in the mine life.

In terms of tonnage and average grade, can you help us non-geos understand the variables that modelers work with to generate estimates? (Like, I imagine in a simple UI these would be sliders.) Are there industry standard expectations, or is it the case that two geos who model an orebody in a very similar way could come up with two quite different figures for tonnage (and if so, what might account for that?)

I see @Helios11 has shared some of the modeling work he had done professionally (thanks for that), and provided a 60mt estimate. Josh, are you able to say what your tonnage & grade estimate (or range) is, and what "settings" you used to generate it?