Report Feb. 9. 2007 4:49PM No. 9093 P. 1/1
GeoP � le
Engineering, Inc.
7312 SW Durham Road
Portland, Oregon 97224
Tel (503) 598 -8445 • Fax (503) 598 -8705
115T2 0
February 7, 2007 134. 5 w A-NrrOO C;r
Project No. 05 -9544
Attention: Andy Thomas
Venture Properties
4230 Galewood St. Ste 100
Lake Oswego, OR 97035
Fax 503- 387 -7615
FOUNDATION EXCAVATION REVIEW
LOT 3 - WILSON RIDGE PHASE 1
WASHINGTON COUNTY, OREGON
Reference; GeoPacific Engineering, Inc. Soil Engineer's Summary At Conclusion of Earthwork,
Wilson Ridge Subdivision, June 4, 2006.
GeoPacific Engineering Inc. visited the site to review the house foundation excavation subgrade for
bearing conditions only. We understand that the proposed residence is a two -story single - family
home with a concrete slab - on - grade garage floors. The excavation exposed stiff native silt. The
observed subgrade is adequate for spread foundation support to a maximum allowable bearing
pressure of more than 1,500 psf. The native subgrade could become softened by wet weather;
softened soil should be mucked out from beneath footings just prior to pour. No deck footing, patio, or
other appurtenant structure subgrades were observed.
Our work scope pertains to a geotechnical engineer's foundation excavation review only and the
conditions existing and exposed at the time of our site visit. No warranty is herein expressed or
implied. This report was prepared for Venture Properties only and should not be relied upon by third
parties without consulting GeoPacific. If you have any questions, please call.
Sincerely,
GeoPacific Engineering, Inc.
PROFE
44. �5 GIN� gy p.
14E R,
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V OREG.
James D. Imbrie, P. va m. 23, a 1M
Geotechnical Engin-er
EXPIRES: 06- 30 -202Z