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Report Mar. 24. 2011 4:07PM No. 1565 P. 1/1 I . t J Eirgineering:Inc. 13910 $W Galbreath Drive, Suite 102 Sherwood, Oregon 97140 Tel (603) 625-4455 • Fax (505) 625.4405 March 23, 2011 Project No. 11 -2268 Timberland Homes 12670 SW 68th Ave., Ste. 300 Tigard, OR 97223 Phone 503 - 620 -8860 Fax 503- 598 -9081 FOUNDATION EXCAVATION REVIEW /iS A �� - DD 0 ....3r LOT 90 - ARLINGTON HEIGHTS NO.3 CITY OF TIGARD, OREGON / 5 y/ d' S"-& /7/ZG- /it/G7 - / GeoPacific Engineering Inc. visited the site today to review the single family home foundation layout on Lot 90. We understand that the proposed building is a two -story daylight basement home. In our opinion, the observed subgrade is generally adequate for support to an allowable bearing pressure of 1,500 psf. The expected maximum anticipated total and differential footing movements (generally from soil expansion and /or settlement) are 1 inch and % inch, respectively, over a span of 20 feet. At the time of our site visit, soils exposed in foundation excavation consisted of predominantly moderately compact reject rock that could be probed less than about 1 inch with medium pressure using a steel "T" bar probe. These soils are considered adequate to support the planned foundation loads. Footing -to -slope setbacks were at least 6 feet horizontal. We understand that the proposed residence will be a two- story single- family home. Due to high fines content of the reject rock soils encountered throughout the site, all foundations should incorporate appropriate drainage measures. Crawlspaces should be provided with a low -point drain and pass through pipes should be installed through footings which would otherwise restrict water flow to the low -point drain. 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. Within the limitations of scope, schedule and budget, GeoPacific attempted to execute these services in accordance with generally accepted professional principles and practices in the fields of geotechnical engineering and engineering geology at the time the report was prepared. No warranty, express or implied, is made. If you have any questions, please call. Sincerely, GeoPacific Engineering, Inc. �Q ti% PRIQFe A cp ,GIN 14 E 7 C ON 7 4 P�� FS D.11 James D. Imbrie, G. Geotechnical Engineer EXPIRES: 06/30/20_1