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Re: Re: Landslide

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In a message dated 3/12/98 6:22:08 AM, you wrote:

<I have to laugh at a recommendation for 12" piers with 4 #4 for a residence
on a deg. slope.

Why do you laugh?

Because it seems so laughably undersized and under-reinforced when compared
with what I typically calculate to resist the wind, earthquake, and active
soil forces on the foundation system.  

Ralph Hueston Kratz, S.E.
Richmond CA