HomeMy WebLinkAboutPermit Field Test & Inspection Report 2005-1-24 (3)
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IWID Grlver Engineerinl P.Cg
P.O. Box 2956
Eugene,Cffegon 97402
(541) 688-3020 Fax (541) 607-8201
January 24, 2005
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Cascade Door & Window
POBox 22654
Eugene, Oregon 97402
Re 756 S 48th St . Sorimmeld
Pmt COM 2004 - 01581
Job #04334-2
As you requested I performed a site soils inspection on January 20, 2005 at the above
noted location. During that inspection I made the following observations
The native soil fine fraction is a silty clay loam of moderate density More then ~ the
material will pass a #200 sieve. See the attached -site analysis from GeoScience Dated
August 6, 2003
The site is cut so that it follows the native grade and covered with 3/4 inch minus crushed
quarry rock placed in three-~ch lifts. The finished depth of the fill is approximately 18 -
24 inches in depth The crushed rock was compacted with a vibratory roller Drainage for
the gravel pad was installed per my recommendations at the time of my inspection The
fill as prepared is adequate to support a single-family residence with the foundation
design pressures at the bottom of the footings to have a maximum pressure of 1500 PSF
Thank you for this opportunity to be of service. If you have any questions please don't
hesitate to call me at (541) 688-3020
Very truly yours
. .
Owen Grover P.E
o