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Coble
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David Young <dyoung@kumarusa. com>
To: terry davis <terryd34.td@gmail.com>
Wed, Sep 22,2021at 1:28 PM
Looks adequate Terry, depths what I expected. My report will say ok for the 3000 psf design soil bearing pressure with a
risk of movement, and lower risk if were bearing entirely on the cobble soils.
David A. Young, PE.
Associate Principal I Project Manager
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