HomeMy WebLinkAboutPermit Field Test & Inspection Report 1993-11-18 (2)
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:':J ROY 139. 1245 PE:A.RL STREET
,:';..IGEllt OREGON 91UO
PHONE \5031 .84 "080 . FAX (503) 484-6859
STRUCTURAL
BUILDING DESIGN. FIRE PROJECT,;",
CODE CONSULTANT. PLAN Crll,Ct:
CONSTRUCTION INSPI,CTlm.
MORTIER
~~ NG INEERING, P.c.
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November 18, 1993
Willlbms General'contractirig
873 S. 73rd St.
Springfield, OR 97478
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Post-ftN brand fax tr.ansmitlal memo 7671 [I 01 P"9~~..'_.L__....
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city of springfield
225 N. 5th
Springfield, OR 97477
Attention: Tom Marx
RE: l;lgA Hollv st.. Snrinafield~ - W.O. /16956
As you requested, an inspection. was performed
conditions and the adequacy of the gravel fill
General contracting.
to determine s i t,o~
placed by wi lliams
At the time of the inspection, the crushed rock was in place and
compacted. The depth of the gravel varied from a minimum of
approximately 8" to a maximum of 12". The underlying soil was not
visible due to the crushed rock being in place, but based on areas
exposed at the cut banks and at a'storm or sanitary sewer ditch at thoo
rear of the lot which was open at the time of the inspection, it
appears that the site was excavated through unsuitable soils tc. a
decomposed sandstone layer, which normally is classified as a nan'-
expansive type of soil.
with the installation of the foundation system designed by this office
and ~ith the site as prepared by the contractor, the building site is
adequate for the proposed wood framed structure.
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Very truly yours,
Emile Mortier, P.E.
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