Northern Light
Superstar
We had most of the docs already from the previous link.
But this one is now live in the AIC:
* link not working*
But this one is now live in the AIC:
* link not working*
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Lol ok so we're not ok with appropriate 30 story intensification in the Downtown Core limits within a 3 min walk of 2 subway lines, but we've got no problem with similar 30+ story proposals in transit deserts in the inner suburbs, with absolutely no precedents in the given area.
Lol ok so we're not ok with appropriate 30 story intensification in the Downtown Core limits within a 3 min walk of 2 subway lines, but we've got no problem with similar 30+ story proposals in transit deserts in the inner suburbs, with absolutely no precedents in the given area.
I mean what come again?
This is a separate thing from the refusal … but I was confused by something in the application. The developers’ own geotechnical survey said that the soil is not suitable for a high-rise building. Is that a common, solvable issue? How would they build a high rise on a slope if the soil isn’t suitable? Our current mid-rise building (40 Park) sits partially on concrete pillars. If they also incorporated 38 Park, then the incline would be even steeper. I’m curious about how the engineering of this works.
Thanks so much for this explanationI'm looking at the Geo-Tech now.
Let me bring forward some material, I will then add comments:
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Comments: Geo-Tech is not my area of expertise, but I have read a few of these over the years. I would read this to include certain key features.
The near-surface soils include high composition of fill (construction and/or regular landfill, not natural soils), followed by a very sandy/silty layer which is not appropriate to a hirise foundation base.
But the report also identifies the preliminary solution* Which is deep-foundation caissons down to bedrock/stable soils.
Its not unbuildable by any means, but there is added cost, and there is an uncertainty factor. That emerges from the fact no boreholes could be drilled directly where the existing buildings are standing, and further testing would be required post-demolition.
But, the results from said testing obviously cannot be known until the existing property is vacated and demolished. Its extremely unlikely any further testing would render a hirise unbuildable here, but it may result in more complex engineering, including, conceivable removal of of some of the existing fill, with backfilling then required, and there may be issues other issues that could emerge.
I would read the report as 'viable, but with above-average costs, and some risk premium.