HomeMy WebLinkAboutPermit Field Test & Inspection Report 2001-6-19
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K.eVln M.t"c'Cer-son
1~'tlJ 6ij8-3020
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OwtBrm GrovIr Efilgm~<~eerjDI p.e.
1050 Bethel Dr SUIte # D 4
Eugene, Oregon 97402
. (541) 688-3020
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June /9,2001
Town & Country Home~
35920 Ellington Dr
Spnngfidd, Oregon 97478
Re (,X80 GJacier;>-Sp1jntrlldd, Oregon
Job # 01182
^~ you reque')ted I pcrtormcd site soils inspectiom on June 15 & 18,200 I at the above noted location
Dunng that Inspection J made the following observations
TIle Slle sOIb con:,i:>t of an 8 - 12 Inch layer of organic top:.oll with <l ~ub soil of clay that is disper'led
with large bould~r.~ The clay is classified as a CH in accordance 'Wlth the uses system The Pi o1'the sOli
I~ approxImated at a value greater then 35 makmg it havc a very high degree of expansion (Aftc~ f 10hz
1959) R.ecommendations for the site are as follows
June J 5, 2001
The site needs to have all of the organic layer removcd and place a mmimum of 12 Inches of crushed rock
d~ a base for the foundation The rock needs to be compacted to 95% of a !.tandard proctor The native
grade need~ to be cut so that it slopes towards the nalural fall at the NW corner of the 101 so thal no water
can Sit on lhe ~ub ~urface
~
June 18, 200 I
The ~Jte ha~ been prepared in accordance Wlth my recommendations as stated above The rock i:, placed to
- a mInimum of95% compacrion based on a slandard proctor I he as constructed is adequate to support a
standard resldemial foundation
ThdIlk you for this oppol1unity to be oC sClvice. Ifyuu have; any questlons please dOll '( hesIlate to call me
at (541) 688-3020
Very truly your~
Owen Grover P E
&Diles: 6-30-03
Jun 22 01 11: 34a
KeVin M.Peterson
1541J 688-3020
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1050 Bethel Dr. SUIte #D4
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Jun 22 01 11: 34a
Kevin M.Peterson
DUjen Grover Engineering ~o.
1050 Bethel Dr. Suite #D4
Eugene, Oregon 97402
(54 I) 688-3020
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