- Location
- georgetown ontario canada
A local consulting arborist in our area has come up with the idea to test the structural stability of trees. As far as I have heard, he sets a line in the tree and uses a come-along to pull the tree sideways. I suppose if the tree does not fail up to a predetermined potential max wind load then it gets a stamp of approval.
Is it just me or does this sound wacky?
How do you explain the dammage if the tree does not meet specs?
This is the same guy that convinced a homeowner their tree could be saved after 5 companies told them it needed to be cut down; by installing seventeen cobras!!!
Dave
Is it just me or does this sound wacky?
How do you explain the dammage if the tree does not meet specs?
This is the same guy that convinced a homeowner their tree could be saved after 5 companies told them it needed to be cut down; by installing seventeen cobras!!!
Dave