Hi all,
I notice your discussion about groundwater protection measures and the difficulty of implementing them, especially when this is about protection zones.
Traditionally, groundwater protection is based on precautionary principles and quite often, the protection zones which would be required based on the concepts which are mentioned for example in the SuSanA WG11 Factsheet, are not possible due to economic or social constraints.
Just to widen the perspective with a bit of stochastical modelling, i would like to make you aware of some very flexible groundwater protection guidelines which were recently introduced in New Zealand: "Guidelines for separation distances based on virus transport between on-site domestic wastewater systems and wells".
The Guidelines calculate separation distances for domestic on-site wastewater treatment systems based on virus movement and removal in the subsurface environment. The document provides a process and tables of calculated data, which, in conjunction with the specifics of a particular location, allow safe minimum separation distances (or the required log reduction in virus concentration) to be estimated.
You can directly access the report at:
www.google.de/url?sa=t&rct=j&q=&...69,d.Yms&cad=rja
But i also include it as an attachment to this message, probably i will open a new topic on the issue of gw-protection zones.
I am aware that the concept is more complex, but it offers a much more fact based approach and may help in situations where you need to make difficult choices and want to take probabilities into account.
Regards,
Leif