HomeMy WebLinkAboutPermit Field Test & Inspection Report 2005-3-16
Mar 16 05 D5:09p
En€;lneerln€;
5416078201
OWlllnv.r Englnee,'nl P.C.
4257 Barger Drive # 434
Eugene, Oregon 97402
(541) 501-3430 Fax (541) 607-8201
\1arch 16, 2005
Butte Construction
POBox 41033
Eugl,;ne, Oregop 97404
, Re 743 S 4'f'. SorinllfieJd, .
~'>-- - . ----~
Pmt CO\1 2005 - 0002,05
Job #()5049
As you requebted I performed a site.soils inspectlon 011 March 10. 2005 at the above
noted location. During that inspection I made the tbllcwmg observations.
The native soil fine fraction is a ~ilty day loam of moderate denSity More then 'l2 the
marenai Wlll pass a #200 sieve See the attached site analysis from GeoScIence Dated
August 6, 2003
The contractor had cut the site placed the gravel !ill prior to the inspection The site 15
Cll! so thai it follows the native grade and covered with a base layer ofl-l/2 inch mInUS
and capped Wlth 3/4 inch minus crushed quarry rock placed in three-mch lifts The
fimshed depth of the fill is approximately 12 - 18 Im:hes in dt:'pth The crushed rock was
compacted with a vibratory roller The fill as prepared is adequare to support a smgJe-
family residence with the foundation design pressures at the bottom ofth{; footings to
have a maximwn pressure of] 500 PSF Drainage for the gravel pad WllI be placed after
the foundation is cast and prior to placing the floor framing
Thank you for this OppO.ftUllIty to be of service. If you have any questions please don' t
hesitate to call me at (541) 501-3430
Verv truly yours
Owen Urover P E.)
ExDires: 6--3GI 5
,
p.2