AskTooMuch
Petroleum
- Jan 26, 2019
- 274
Inside our plant we have decades old, man-made lakes/retention ponds for firewater and all other water needs.
Dike around the ponds is made of soil and small crushed rock on the surface.
We have a project where new above ground pipes will be running along the side of the dike.
We'll put it as close to the edge of dike crown and sloping portion.
My question is about the foundation which will be helical/screw piles and geotech soil boring.
These ponds have clay liners and I'm not sure of potential breach of the dike/pond.
Contractor plan on drilling up to 50' for soil boring.
The helical piles will probably just be 30' max and 2' dia.
Dike around the ponds is made of soil and small crushed rock on the surface.
We have a project where new above ground pipes will be running along the side of the dike.
We'll put it as close to the edge of dike crown and sloping portion.
My question is about the foundation which will be helical/screw piles and geotech soil boring.
These ponds have clay liners and I'm not sure of potential breach of the dike/pond.
Contractor plan on drilling up to 50' for soil boring.
The helical piles will probably just be 30' max and 2' dia.