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Report A a n . - - - o 1 ?L1 ` V/ ,,.-}-e /c Di , C4/1((110tl4 it : a.` 7t7-37'id>;!(tl7 E;tU1 44;1hlr,; t•li t-Alat 01/t71 earl Ma rieei•World Geolechnicai Solutions investigation • Design • Construction Support March 17, 2003 Job No. 00494b Attention: Andrew Thomas i' Venture Properties, Inc. 4230 Galewood Street, Suite 100 Lake Oswego, Oregon 97035 Fax No. (603)579.1770 RE: GEOTECHNICAL ENGINEER'S FOUNDATION EXCAVATION (REVIEW THORNWOOO L 1 1 CITY OF TIOAt ®, OREGON Reference: GeoPaoific Engineeing Inc., Soil Engineer's Summary at Conolusion of Earthwork, Thornwood City of Tigard, Oregon, dated March 16, 2003. , GeoPacific Engineer, Jim irnbrle, has visited the above- referenced lot this morning, The purpose of our ViSit was primarily to review the foundation excavation subgrade, and tooting proximity to existing rockery_ retaining walls, The nearest adja0ent fooling (southwest corner) for the subject residence is approximately 5 feet from the back of a 6 -foot tall rockery wall; the footing bottom is approximately 1 foot below the top of the wall. At this distance, the foundation is Just at a 1H;1V plane from the back of the rockery wail. The footing subgrade hand probed stiff to very stiff after removal of the upper 6 to 12 inches of existing' soils, with one deepened area about 3 feet deep towards the center rear of the proposed residence. We do no know what was removed from this area, but the current subgrade is adequate for spread foundation support. Based on our observations, the foundation subgrade and excavation setbacks-are acceptable for support of the proposed single•famlfy home, 'A maximum of one foot of fill may be placed above the top of the rockery wall between the and the foundation. • , Our work scope for this phase of geotechnical review pertains to foundation bearing conditions _only . and is limited to the conditions existing and exposed at the time of our site visits. If you have any , further questions, please call. Sincerely, GeoPecific Engineering, inc. .. 1474E V E James D. Imbrie, P-E., C.E.Q• /f 001E UM . Geotecnnical Engineer ' ✓ ii 7312 SW Durham Road .. .. tad Tel (S03) 502-8445 Portland, Oregon 111224 Flax (503) 595-8705 'CO 39Vd (1O - 1 - IOH 1It'flO SLZOTZSEOS OS :bT E00Z /LT /E0