HomeMy WebLinkAboutPermit Field Test & Inspection Report 2005-3-16 (2)
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5416079201
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4257 Barger Dnve # 434
Eugene,tnegon 97402
(541) 501-3430 Fax (541) 607-8201
MaH'h 16, 2005
BUlle (onstructim,
PO fio,41033
Eugene. Ore%or 974()4
l~~_ 76~s..-48lJl_ Sr:nmm.dd
pmt r,PM.2005 _- 00024/1 _____-19b #0501~
:\s F'U requested 1 p~dOlmt.od a Site soils I"'\I-'"-,,,,;on on \,farch 10,2005 at the above
noted IOcatlOD Du!1ng that Inspection I made the following observatIons
The native so,) finf~ fraction IS a siltv clay loam of moderate density More ther v~ the
material will pas~ a #200 'iielle. See the ttttached site an21yS!S rr4:'\m GeoScience Dated
August 6,2001
I he contractor had cut the site placed the gravel fill pnur to the inspect'on The Site '"
cut so that it follows the native grade and covered wrth a base laver of 1- 1/2 inch mmus
a.nd capped vl!th 3/4 Il.lch minus crushed quarry rock placed ill three-inch lifts Tbe
t1mshed depth of the flU IS approxnnately 12 - 18 inches in depth The crushed rock was
compacted \\lith a vtbrlltory roller fbe till as prepared is adequate to <;uP?Or1 a slT/gle-
family residence \\.lth the foundation des!gn pressures at the oottom of the fooungs to
have a maxImum preSSLJl e of 1500 PSF Drainage for the gravel pad will l:J(-; placed after
the foundation IS cast and prior to plach1g the floor f'aming
Thank YOll for this opportunity t(j be of ServIce Ifyo\J bave any questions please don't
he~ltatt: to call me at (54l) 501-3430
Very lruly yours
Owen Grover P E J;
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