HomeMy WebLinkAboutPermit Miscellaneous 2007-12-26
,~
D/lV'S CONfI'rIIrIC'rIONflBBVlCBfI....C
Phone 541-350-2060 / Email -davisco1@mac.com
CCB # 160347 / PO Box 72435 Eugene, OR 97401
12/26/07
To: City of Springfield Building Dept.
Re: 1029 53'd street lot 28
Springfield, Oregon
Permif# COM 200701037
-',-'/
From: Davis Construction'
To whom it may concern,
This letter is to inform you that a vapor barrier paint was used in lieu of visqueen on the walls and ceilings,
~incerely,
'1#t\i.
~cott Davis
Davis Construction Services, LLC
'.
OlSOI'! &
W\\pRRiS
A division of
L.B. Olson & Associates, Inc.
Consulting Engineers
Land Surveyors
Urban Planners
380 Q Street
Suite 200
pringfield, Oregon 97477
(541) 302-9790
Fax: (541) 485-3253
olsonandmorris,com
-z..B
..,--
--.--
September] 8, 2007
TO WHOM IT MAY CONCERN:
On August 13,2007 this office set control on Lots 27 and 28 of THURSTON
PLACE Subdivision for the construction of residential foundations, On
September ]8, 2007 we returned to this site to measure the location of the
constructed foundations and we determined that they are all 5,00 feet or greater
.from the side property lines. Ifthere are any questions or additional information
is needed, please feel free to contact me at your convenience,
Sincerely,
E: ,'~
d' C(
// ,
,,/ '''''.' ,,'/' ~'- ~
--'-~ lA..... t.L '0 l.f ..........-
. ~ 0~on, P,L.S,
. .._~....-----_._-----:--_......"...~ '~-"-,
!;: .: c, i :: y,i; ;~, ;; ~.\
, i4'~=y,"(:H;;f:t~
--~,,-_........,,,....,.~Ol.l
,j ":",
" .
"
~~
'--
Zg
'HILL& DALE ENGINEERING, LLC
1850 OAK STREET, SUITE C
EUGENE, OREGON 97401
541-868-0667
FAX:541-868"0888
September 25, 2007
'Davis Brothers
PO Box 70032
Eugene, Oregon 97401
RE: 1029 53" Street. Sorimdield - Site/Soils/Compaction Inspection - Job # 505-03-07
As you requested a site soils investigation were performed atthe above address to determine the
suitability of the site for the construction of the wood.frame&residen,ce, All unsuitable fills, organic
and other unsuitable material.has been removed to a suitable grade, The native soil is silty clay
with a Unified Classification ofML-CL This soil has a low to modbrate potentiaifor expansion,
I
On July 27, 2007, a compaction inspection was performed at the siteiwhere a maximum of36
inches of I y," minus crushed rock was placed and compacted to elevate the site to a suitable grade
for construction purposes, The compaction of the gravel surface is ~eater than 95% of a standard
proctor, per ASTM D698, . i
This report is limited to soil conditions at the building site, The geotechnical services performed by
this firm have been conducted ;;"ith that level of care and skill ordinably exercised by members of
the profession practicing in this are under similar budget and time reJtraints, Thank you for this
opportunity to be of service, If you have questions regarding this repbrt, contact me at 868-0667.
. , I
Sincerely,
Pamela S, Hillstrom,P,E" G,E,
I EXPlAATION OATt: 61301 () ~ !
"