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Report % %® Jan. 20. 2013 3:23PM No, 3523 P. 1 ®v ® GeoP V ®03 ; ; ` Euyilii eriiy I I►a. Real- World Geotechnical Solutions Investigation • Design • Construction Support January 20, 2013 Project No. 06 -9802 Windwood Homes, Inc. 12655 SW North Dakota Street Tigard, Oregon 97223 ��� S c � 171, c 51 G T Attention: M. Dale Richards - Fax: (50 3) 590 -7606 FOUNDATION EXCAVATION REVIEW /6( ��?% LOT 3 — MAPLECREST WASHINGTON COUNTY, OREGON GeoPacific Engineer, Jim Imbrie, visited the above- mentioned site to review foundation excavations and subgrade bearing conditions. We understand that the proposed residences are two -story single - family homes with slab -on- grade garage floors and raised wood floors on the lower level living space. The excavation exposed stiff, native!, clayey SILT on the back half of the home and medium stiff to stiff silt fill at the front. The observed subgrade is adequate for spread foundation support to a maximum allowable bearing pressure of 1,50,0 psf . Footings should remain outside of a 1 H:1 V plane from vertical cuts. 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 Windwood Homes only and should not be relied upon by third parties without consulting GeoPacific. If you have any questions, please call. Sincerely, GeoPacific Engineering, Inc. E �ED PR0, .NGINF� !p '14718/E r • OREGON v44/ 23'- EXPIRES: 06/30/20(2 James D. Imbrie, P.E. Geotechnical Engineer 14835 SW 72" Avenue Tel (503) 598-8445 Portland, Oregon 97224 Fax (503) 941-9281