HomeMy WebLinkAboutLetter from Engineer 03.03.2025Ernes t Kollar Ensineers. Inc.
320 Main St., Suite 203
Carbondale, CO 81623
Phone (970) 963-3223
erniekollar@gmail.com
February 3,2025
To: John Plano
Chief Building Official
Garfi eld County Building Department
108 8tr' Street #401
Glenwood Springs, CO 81601
(970) 945-1377 Ext. 1560
Re: Tiny Homes - #3 and #6, Aspen View Ranch, Garfield County, CO
John:
The foundation design was based on the Preliminary Geotechnical Engineering
Investigation by CTL1Thompson (Project No. GS06903.000-115, which anticipated an
allowable soil bearing capacity of less than 3,000 psf over 2 ft of structural fill.
The 16" wide footings shown in the drawings, (fypically considered a minimum), result
in a calculated actual soil bearing pressure of around 1,600 psf.. Prior to footing
construction, the soil will need to be verified for a minimum allowable soil bearing
pressure of 1,600 psf.. Any structural f,rll requirements will also need to be identified.
Thank you,
E,rnof Kallzn
Ernest Kollar, PE o t
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