HomeMy WebLinkAboutSpecial Inspection Field Test & Inspection Report 2005-11-30
FROM :HIGR BURKHOLDER RSSOCIRTES
FRX NO. :5419881863
Ma~. 24 2006 02:23PM Pi
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November-3D, 2005
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Mr, Jeff Sindt
2J LLC
29404 'C/ear Lake Road
Eugene, OR 97402
Professional Service Industries, Inc. (PSI) is writlng this letter to document that, in accordclnce with
SecHon 1701 of the Slate BuiJdingCode, represenlative(s) from our firm Mave performed special
inspec~on during construction of lots 4 thru 12 at the above listed project.
Our project file(s) indicate that PSI Special Inspection(s) activities listed below were conducted as
scheduled from August 18, 2005 through September 27, 2005. This letter represents a summary of work
observed and reported by PSI representative(s) and the resolution of any documented noncompliance..
· Soils Observation
To the best of our. knowledge, the special inspection referenced herein were performed by out firm in
general accordance with the requirements, plans, spedfications, our geotechnical report dated July 22,
2005 and applicable workmanship provisions of the State Building Code and Standards. Please note that
this letter covers the construction of the building pads up to finished sub-grade for lots 4 thru 12 and dose
not inclUde footing excavations, which have not yet been performed, the placement of crushed rock nor
tots 1 thru 3 or lots 13 and 14. '
If you have any questions or jf we can be Df further assistance, please do not hesitate to call.
Sincerely,
1;. f~SSi~ Service Industries, Inc.
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r" ifer T ran
Dep~ment Manager
c: City of Springfield
Wildlsh Sand & Gravel
HfGA Burkholder Associates LLC
'FrO'l98!1ional Sarvlc9 Industries, Inc.. 1040A Shelley 51.. Springfield, OR 97477. Phone 5411746-9649. Fax 5411746-7163
A BURKHOLDER ASSOCIATES
FAX NO. :54i~88i863
Ma~. 24 2006 02:22PM Pi
:.._ '''..~'~:,.HIGA. BURKHOLDER
:' ..~. ASSOCIATE Sl LLC
. ~- L.ANIC us. P1..ANNINlC' I CIVIL EN(;INI$EA'NG
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EVBRETT .1721 Hewitt AvenuB I Suite 401 . Everett. Washington 88801.. 142!U elSa-ReSS . fax; (425) 252.9551
SPRINBF'.LD . P.O. 80x 327 . Springfield, Oregon 97477. (541) BBB.1BSS. fex: (541) 988-1 ~63
PUBUC WOF?KS DEPARTMENT
ADMINlSTRA TION
ENGINEERING
MAINTENANCE
ENVIRONMENTAL SERVICES
225 FIFTH STREET
SPRINGFIELD, OR 97477
July 12, 2005
Todd Powell
Higa-Burkholder Associates, LLC
PO Box 327
Springfield, OR 97477
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Subject: LDP2005-00118, Glacier View Subdivision, 736 S 42nd Street.
Dear Mr. Powell:
I received a letter from your office written by PSI to Mr. Sindt, dated July 6, 2005, regarding a Structural
Fill Data Report for the Proposed Glacier View Subdivision. This was in response to my request for a
geotechnical report. After reviewing the document, it was noted that several items need to be addressed
within a geotechnical report to provide confirmation that the proposed site work will meet standards for
future approval of building pads and permits. Additionally appropriate testing, observation and final
acceptance by the engineer of record upon the completion of the placement of fill materials provide
necessary documentation for further development of the lots. Please provide the following:
1. A geotechnical report prepared by the licensed geotechnical engineer of record. The geotechnical
report shall include design parameters for engineered fill.
2. Sp'ecify the minimum bearing pressure that the fill must support for the building foundations, as
well as the design and construction criteria to achieve the design bearing pressure.
3. Specify procedures for observing, monitoring, testing and acceptance/rejection of fill materials.
4. Detail certification and acceptance of site for future building and development.
5. The engineer of record shall submit an engineered structural fill design showing conformance with
the geotechnical report .and include detailed specifications for proposed structural fill material
Prior to submitting design for City of Springfield review, the geotechnical engineer shall review
and approve the proposed structural fill design and procedures for conformance with his / her
report and shall include a geotechnical conformance letter or stamp with submittal.
Additionally, I will have revisions to the existing submitted plan set, but plan to wait until a geotechnical
report is submitted so I can review the report in conjunction with the plan set. If you have any questions I
can be reached by telephone at 541/726-5931 or via email at viurasevichuvci.slJrin2:field.or.us .
Sincerely, .
-V~~~
Virgini ~urasevich
Eng1::leering Technician IV
cc: 2J, LLC, 29404 Clearlake Road, Eugene, OR 97402
ADM/N/STRAT/OlVl ENG/NEERING (547) 726-3753 FAX (547) 726-3689
MAINTENANCE (5.11) 726-3761 FAX(547) 726-3621
cf\lVI.=IOIJIViENTl-,LSEPViCES (5L1.7) 726-3694 FAX (547) 726-2309,